CHAPTER - 7 : WOOD WORK

Item No. Description of Item Unit Labour Material Labour & Cement Refrence
Cost (Rs.) Cost (Rs.) Material Qty. (qtl.)
Cost (Rs.)

FRAMES
071010 Providing wood work in frames of doors, windows, clerestory windows DSR9.1
and other frames and trusses, wrought, framed and fixed in position :

071011 Second class teak wood cudm 5.44 64.98 70.42

071012 Sal wood cudm 5.44 26.73 32.16
071013 Hollock wood or locally available comparable species of country wood cudm 5.44 39.03 44.47
- Kiln seasoned & chemically treated
071014 Kail, venteak, pillamarudhu or locally available comparable species of cudm 5.44 20.84 26.28 NR20001c
good country wood
071020 Providing wood work in frames of false ceiling, partitions etc. sawn DSR9.2
and put up in position
071021 Sal wood cudm 2.67 39.66 42.33
071022 Hollock wood or locally available comparable species of country wood cudm 2.67 38.70 41.37
- Kiln seasoned & chemically treated

071023 Kail, venteak, pillamarudhu or locally available comparable species of cudm 2.67 20.75 23.42 NRLY 20002c
good country wood
071030 Extra for additional labour for circular works, such as in frames of fan DSR9.3
light
071031 Second class teak wood cudm 0.40 6.50 6.90
071032 Sal wood cudm 0.40 3.98 4.39
071033 Hollock wood or locally available comparable species of country wood cudm 0.40 3.90 4.30
- Kiln seasoned & chemically treated

071034 Kail, venteak, pillamarudhu or locally available comparable species of cudm 0.40 2.08 2.49 NRLY 20003c
good country wood
SHUTTERS FOR DOORS AND WINDOWS
072010 Providing and fixing panelled/glazed or panelled and glazed shutters DSR9.4
for doors, windows and clerestory windows including ISI marked
black enamelled M.S. butt hinges with necessary screws excluding,
panelling/glazing which will be paid for separately
072011 Second class teak wood, 35mm thick Sqm 236.89 1554.87 1791.76
072012 Second class teak wood, 30mm thick Sqm 236.89 1347.84 1584.73
Item No. Description of Item Unit Labour Material Labour & Cement Refrence
Cost (Rs.) Cost (Rs.) Material Qty. (qtl.)
Cost (Rs.)

072013 Kiln seasoned and chemically treated hollock wood, 35mm thick Sqm 236.89 715.90 952.79
072014 Kiln seasoned and chemically treated hollock wood, 30mm thick Sqm 236.89 630.45 867.34
072015 Kail, venteak, pillamarudhu or locally available comparable species of Sqm 250.75 767.21 1017.96 NR20006 b
good country wood - 35mm thick
072016 Kail, venteak, pillamarudhu or locally available comparable species of Sqm 250.75 684.85 935.60 NR20009 b
good country wood - 30mm thick
072020 Providing and fixing panelling/glazing or panelling and glazing in DSR9.5
panelled/ glazed or panelled and glazed shutters for doors, windows
and clerestory windows (Area of opening for panel inserts excluding
portion inside grooves or rebates to be measured). Panelling/glazing
for panelled/ glazed or panelled and glazed shutters 25mm to 40mm
thick

072021 Second class teak wood.15mm thick Sqm 173.67 1229.98 1403.65
072022 Hollock wood or locally available comparable species of country wood Sqm 176.30 574.26 750.56
- Kiln seasoned & chemically treated. 15 mm thick
072023 Kail, venteak, pillamarudhu or locally available comparable species of Sqm 176.30 442.69 618.99 New item
good country wood 15 mm thick
072024 Ply wood 5ply 9mm thick. Teak ply on both faces Sqm 173.67 1005.48 1179.15 DSR9.5
072025 Ply wood 5ply 9mm thick. Commercial ply on one face and teak ply Sqm 173.67 818.25 991.92
on other face
072026 Ply wood 7ply 9mm thick. Commercial ply on one face and teak ply Sqm 173.67 832.12 1005.79
on other face
072030 Providing and fixing paneling and/or glazing in panelled and/or
glazed shutters for doors, windows and clerestory windows (Area of
opening for panel inserts excluding portion inside grooves or rebates
to be measured). Panelling/glazing for panelled/ glazed or panelled
and glazed shutters 25mm to 40mm thick

072031 Particle board 12mm thick. flat pressed 3layer (like Novapan, Sqm 173.67 377.61 551.28
Ecoboard etc.) or graded wood particle board (like Bhutan Board)
medium density Grade-I, IS: 3087 marked
072032 Particle board 12mm thick. Veneered particle board with commercial Sqm 173.67 582.86 756.54
veneering on both sides conforming to IS: 3097
072033 Prelaminated particle board 12mm thick, with decorative lamination Sqm 173.67 828.34 1002.01
on one side and balancing lamination on other side Grade-I, Type-II
IS: 12823 marked
072034 Prelaminated Particle board 12mm thick with decorative lamination on Sqm 173.67 904.62 1078.29
both sides, Grade-I, Type-II IS: 12823 marked
072035 Coir veneer board (conforming to IS : 14842-2000) 8mm thick Sqm 173.67 596.35 770.02 DSR9.5.A.1
Item No. Description of Item Unit Labour Material Labour & Cement Refrence
Cost (Rs.) Cost (Rs.) Material Qty. (qtl.)
Cost (Rs.)

072036 Coir veneer board (conforming to IS : 14842-2000) 12mm thick Sqm 173.67 776.64 950.32 DSR9.5.A.2

072037 Glazing with float glass panes 4mm thick (10kg/sqm) Sqm 65.91 194.16 260.07 New Item -
required for
072040 Extra for providing heavy float glass panes 13.75kg/ Sqm. (5.5mm Sqm 0.00 69.69 69.69 DSR9.7
glazing
thick) instead of ordinary float glass panes 10kg sqm. (4mm thick), in
doors, windows and clerestory window shutters. (Area of opening for
glass panes excluding portion inside rebate shall be measured)

072050 Deduction for providing frosted glass panes 10kg/Sqm (4mm thick) Sqm 0.00 69.69 69.69 DSR9.7A
instead of ordinary glass panes 10kg/Sqm (4mm thick) in doors,
windows and clerestory window shutters. (Area of opening for glass
panes excluding portion inside rebate shall be measured)

072060 Deduct for providing pin headed glass panes instead of ordinary Sqm 0.00 197.45 197.45 DSR9.7B
glass panes weighing 10kg/ Sqm. (4mm thick) in doors, windows and
clerestory windows, shutters (Area of opening for glass panes
excluding portion inside rebate shall be measured)
072070 Providing and fixing 35mm thick framed, ledged and battened door NR20017 a,b
and window shutters (battens 12mm thick) including bright satin finish
or black stone enamelled iron hinges with necessary screws, with :

072071 Kail, venteak, pillamarudhu or locally available comparable species of Sqm 340.06 703.44 1043.50
good country wood
072072 Hollock wood or locally available comparable species of country wood Sqm 340.06 54.62 394.68
- kiln seasoned & chemically treated
072080 Providing and fixing 35mm thick framed, ledged, braced and battened NR20019 a,b
door and window shutters (battens 12mm thick) including bright
finished or/ and black enamelled iron hinges with necessary screws,
with :
072081 Kail, venteak, pillamarudhu or locally available comparable species of Sqm 197.61 626.20 823.81
good country wood
072082 Hollock wood or locally available comparable species of country wood Sqm 197.61 751.93 949.54
- kiln seasoned & chemically treated
072090 Providing and fixing wire gauge shutter using galvanized M.S. wire DSR9.47A,&
gauge of average width of aperture 1.4mm with wire of dia 0.63mm 9.49
for doors, windows and clerestory windows including ISI marked
bright finished or black enamelled M.S. butt hinges with necessary
screws

072091 2nd class teak wood.35mm thick Sqm 310.65 1695.59 2006.24
072092 2nd class teak wood 30mm thick Sqm 284.78 1536.68 1821.46
Item No. Description of Item Unit Labour Material Labour & Cement Refrence
Cost (Rs.) Cost (Rs.) Material Qty. (qtl.)
Cost (Rs.)

072093 Hollock wood or locally available comparable species of country wood Sqm 306.82 860.18 1167.00
- kiln seasoned & chemically treated - 35mm thick
072094 Locally available comparable species of country wood - kiln seasoned Sqm 279.00 799.64 1078.64
& chemically treated - 30mm thick
072095 Kail, venteak, pillamarudhu or locally available comparable species of Sqm 310.65 700.57 1011.22 New item
good country wood - 35mm thick Kail wood
072100 Extra over Item 072090 for providing SS wire gauge instead of Sqm 162.61 0.00 162.61
Galvanised MS wire gauge
072110 Deduct from Item no 072020 & 072090 if fixed shutters (without Sqm 46.53 0.00 46.53 DSR9.9.2 -
hinges) are provided instead of openable shutters for doors, windows Modified
or clerestory windows
072120 Extra for providing ISI marked stainless steel butt hinges instead of DSR9.8
black enamelled M.S. butt hinges with necessary screws. (Shutter
area to be measured)
072121 For 35mm thick shutters Sqm 101.67 0.00 101.67
072122 For 30mm thick shutters Sqm 68.54 0.00 68.54
072123 For 25mm thick shutters Sqm 45.70 0.00 45.70
072130 Extra for providing ISI marked bright finished brass butt hinges with New item for
screws instead of black enamelled M.S. butt hinges with necessary brass hinges -
screws. (Shutter area to be measured) NR requirment
072131 For 35mm thick shutters Sqm 236.59 0.00 236.59
072132 For 30mm thick shutters Sqm 89.79 0.00 89.79
072140 Providing and fixing to IS: 2202 Part-1 marked flush door shutter DSR9.24
decorative type, core of block board construction with frame of 1st
class hard wood and well matched teak 3ply veneering with vertical
grains or cross bands and face veneers on both faces of shutters

072141 35mm thick including ISI marked stainless steel butt hinges with Sqm 90.02 1501.71 1591.73
necessary screws
072142 30mm thick including ISI marked stainless steel butt hinges with Sqm 90.02 1408.79 1498.81
necessary screws
072143 25mm thick (for cupboard) including ISI marked nickel plated bright Sqm 90.02 1282.11 1372.13
finished M.S. piano hinges IS: 3818 marked with necessary screws
072150 Providing and fixing flush door shutters to IS: 2202 Part-I non- DSR9.25
decorative type, core of block board construction with frame of 1st
class hard wood and well matched commercial 3ply veneering with
vertical grains or cross bands and face veneers on both faces of
shutters
Item No. Description of Item Unit Labour Material Labour & Cement Refrence
Cost (Rs.) Cost (Rs.) Material Qty. (qtl.)
Cost (Rs.)

072151 35mm thick including ISI marked stainless steel butt hinges with Sqm 90.02 920.96 1010.98
necessary screws
072152 30mm thick including ISI marked stainless steel butt hinges with Sqm 90.02 886.12 976.14
necessary screws
072153 25mm thick (for cupboard) including ISI marked nickel plated bright Sqm 90.02 823.32 913.33
finished M.S. piano hinges with necessary screws
072160 Extra for providing and fixing flush doors with teak veneering on one Sqm 0.00 267.15 267.15 DSR9.26
side in item No.072150
072170 Extra for providing lipping with 2nd class teak wood battens 25mm Sqm 0.00 325.22 325.22 DSR9.34
minimum depth on all edges of shutters (overall area of door shutters
to be measured)
072180 Extra for providing vision panel not exceeding 0.1 sqm in all type of
flush door shutters including providing and fixing glass panes in the
panel. area of vision panel to be measured
072181 Rectangular or square Sqm 0.00 104.54 104.54 NR20035 a &
b
072182 Circular Sqm 0.00 145.19 145.19
072190 Extra if louvers (not exceeding 0.2Sqm) are provided in flush door DSR9.36
shutters (overall area of door shutters to be measured)
072191 (a) In 2nd class teak wood Sqm 0.00 383.30 383.30 NR20036 a &
b
072192 (b) In commercial quality timber Sqm 0.00 301.99 301.99
072200 Extra for cutting rebate in flush door shutters (total area of the Sqm 0.00 69.69 69.69 DSR9.37
shutters to be measured)
072210 Providing and fixing magic eye piece 25mm size in all type of door Each 0.00 261.34 261.34 SWR31/Ch V
shutters
Shutters With Cupboard etc.
073010 Providing and fixing 25mm thick panelled or panelled and glazed DSR9.10 &
shutters for cup board etc. including ISI marked black enamelled MS 9.23
butt hinges with necessary screws (Panelling & glazing with 4mm
float glass)
073011 Second class teak wood Sqm 316.78 1578.48 1895.27
073020 Providing and fixing 25mm thick glazed shutters for cup board etc.
including ISI marked black stone enamelled MS hinges with
necessary screws including glazed panels with 4mm float glass
073021 Second class teak wood Sqm 303.88 1392.16 1696.04
Item No. Description of Item Unit Labour Material Labour & Cement Refrence
Cost (Rs.) Cost (Rs.) Material Qty. (qtl.)
Cost (Rs.)

073030 Providing and fixing 25mm thick cup board shutters , with Sqm 303.88 1765.08 2068.95 SWR53/Ch V
prelaminated flat pressed 3 layer particle board conforming to IS
12823 -Grade I, having one side decorative lamination of approved
shade and other side balancing lamination including second class
teak wood lipping 25x12mm thick with necessary screws and nickel
plated bright finished MS piano hinges complete

073040 Providing and fixing 25mm thick cup board shutters , with veneered SWR54/Ch V
particle board conforming to IS 3097 - Grade1 of approved make
including second class teak wood lipping 25x12mm thick with
necessary screws and nickel plated bright finished MS piano hinges
complete
073041 With teak veneering on one side and commercial veneering on other Sqm 303.88 2152.24 2456.12
side
073042 With commercial veneering on both sides Sqm 303.88 1485.46 1789.33
073050 Extra if ISI marked anodised aluminium butt hinges with necessary Sqm 0.00 118.70 118.70 New item to
screws are used in place of ISI marked black enamelled MS butt cover DSR9.10
hinges with necessary screws
MISCELLANEOUS – WOOD WORK :
074010 Providing 50x50x50mm 2nd class teak wood plugs including cutting Each 4.08 8.64 12.71 0.0010 DSR9.51
brick work and fixing in cement mortar 1:3 (1cement: 3fine sand) and
making good the walls etc.
074020 Providing and fixing expandable fastners of specified size with DSR9.52
necessary plastic sleeves and galvanized M.S. screws including
drilling holes in masonry work/ CC/ R.C.C. and making good etc.
complete
074021 25mm long Each 2.42 9.87 12.29
074022 32mm long Each 3.02 11.62 14.63
074023 40mm long Each 3.02 14.52 17.54
074024 50mm long Each 3.02 18.58 21.60
074030 Providing and fixing 2nd class teak wood plain lining tongued and DSR9.52, 9.53
grooved, including wooden plugs complete with necessary screws & 9.54
and priming coat on unexposed surface
074031 25mm thick Sqm 76.81 2110.88 2187.69 0.0010
074032 20mm thick Sqm 40.00 1706.51 1746.51 0.0010
074033 12mm thick Sqm 61.07 1044.17 1105.25 0.0010
Item No. Description of Item Unit Labour Material Labour & Cement Refrence
Cost (Rs.) Cost (Rs.) Material Qty. (qtl.)
Cost (Rs.)

074040 Providing and fixing flat pressed 3 layer particle board medium DSR9.15
density exterior grade (Grade-I) (like Novapan, Ecoboard etc.) or
graded wood particle board (like Bhutan Board) IS: 3087 marked, to
frame, backing or studding with screws etc. complete (frame, backing
or studding to be paid separately)

074041 12mm thick Sqm 48.82 333.75 382.57

074042 18mm thick Sqm 48.82 394.73 443.55
074050 Providing & fixing prelaminated particle board with one side DSR9.16
decorative & other side balancing lamination Grade-I, Type-II IS:
12823 marked in shelves with screws and M.S. or aluminium brackets
wherever required, edges to be painted with polyurethene primer
(Brackets to be paid separately)

074051 18mm thick Sqm 66.40 914.68 981.08

074052 25mm thick Sqm 66.40 987.86 1054.25
074060 Providing and fixing in wall lining flat pressed three layer (medium DSR9.54A
density) particle board prelaminated one side decorative lamination
on other side balancing lamination Grade-I, Type-II, IS: 12823
marked including priming coat on unexposed surface, with necessary
fixing arrangement and screws etc. complete

074061 12mm thick Sqm 336.21 852.67 1188.88

074062 18mm thick Sqm 336.21 980.44 1316.65
074063 25mm thick Sqm 336.21 1057.10 1393.31
074070 Providing and fixing specified wood frame work consisting of battens DSR9.55A
50x25mm fixed with rawl plug and drilling necessary holes for rawl
plugs etc. including priming coat complete
074071 Hollock wood or locally available comparable species of country wood cudm 43.18 29.44 72.62
- kiln seasoned & chemically treated
074072 Kail, venteak, pillamarudhu or locally available comparable species of cudm 101.72 23.30 125.03
good country wood
074080 Providing and fixing plywood plain lining with necessary screws, DSR9.57 -
priming coat on unexposed surface etc. complete with : modified
074081 4mm thick Decorative ply facings of approved manufacturer Sqm 177.58 306.87 484.45
074082 3mm thick Decorative ply facing of approved manufacturer Sqm 177.58 327.78 505.36
074083 3mm thick commercial ply lining of approved manufacturer Sqm 177.58 251.12 428.70
074084 6mm thick commercial ply lining of approved manufacturer Sqm 177.58 397.47 575.05
Item No. Description of Item Unit Labour Material Labour & Cement Refrence
Cost (Rs.) Cost (Rs.) Material Qty. (qtl.)
Cost (Rs.)

074090 Providing and fixing 4mm thick coir veneer board, ISI marked IS: Sqm 191.70 418.38 610.08 DSR9.58
14842- 2000, plain lining with necessary screws, priming coat on
unexposed surface etc. complete
074100 Providing and fixing plain non-asbestos cement sheet 6mm thick Sqm 97.65 203.58 301.23 NR20058
(high pressure steam cured as per IS:14862-2000) in partitions
including fixing to frames with brass screws etc., complete with 50mm
x 12mm deodar wood beading (frames to be paid separately)

074110 Providing and fixing wooden planks in floors, shelves, lofts, decking NR20061,63,6
of bridges, etc., with Kail, venteak, pillamarudhu or locally available 4,66 & 67
comparable species of good country wood
074111 25mm thick Sqm 100.86 628.18 729.03
074112 30mm thick Sqm 100.86 731.16 832.02
074113 35mm thick Sqm 138.22 852.54 990.76
074114 40mm thick Sqm 138.22 973.92 1112.14
074115 50mm thick Sqm 184.10 1216.67 1400.77
074120 Providing and fixing skirting of prelaminated with (one side decorative DSR9.60A
and other side balancing lamination) flat pressed, three layer (like
Novapan, Ecoboard etc.) or graded particle board (like Bhutan Board)
(medium density) Grade-I, Type-II, IS: 12823 marked with necessary
fixing arrangements and screws including drilling necessary holes for
rawl plugs etc. and priming coat on unexposed surface complete

047121 18mm thick Sqm 78.35 992.89 1071.24

074122 25mm thick Sqm 78.35 1069.55 1147.90
074130 Providing and fixing wooden moulded beading to door and window DSR9.61
frames with iron screws, plugs and priming coat on unexposed
surface etc. complete
074131 2nd class teak wood, 50x12mm metre 20.68 47.09 67.77
074132 2nd class teak wood, 50x20mm metre 20.68 75.78 96.46
074133 Hollock wood or locally available comparable species of country wood metre 20.68 23.32 44.01
- kiln seasoned & chemically treated, 50x12mm
074134 Hollock wood or locally available comparable species of country wood metre 20.68 35.89 56.58
- kiln seasoned & chemically treated, 50x20mm
Item No. Description of Item Unit Labour Material Labour & Cement Refrence
Cost (Rs.) Cost (Rs.) Material Qty. (qtl.)
Cost (Rs.)

074140 Providing and fixing plain jafri of 35x10mm laths placed 35mm apart Sqm 216.25 321.00 537.25
(frames to be paid separately) including fixing 50x12mm beading
complete with: Kail, venteak, pillamarudhu or locally available
comparable species of good country wood
074150 Providing and fixing 18mm thick, 150mm wide pelmet of flat pressed metre 45.13 231.29 276.42 0.0001 DSR9.73A
3 layer (like Novapan, Ecoboard etc.) or graded wood particle board
(like Bhutan board) medium density grade-I, IS: 3087 marked
including top cover of 6mm commercial ply wood, nickel plated M.S.
pipe 20mm dia (heavy type) curtain rod with nickel plated brackets
including fixing with 25x3mm M.S. flat 10cm long and rawl plugs
50mm long (designation 10No.) etc. all complete

074160 Extra for using veneered particle board in item of pelmet 18mm thick metre 0.00 87.34 87.34 DSR9.74A
150mm wide
074170 Providing and fixing 18mm thick, 150mm wide pelmet of coir veneer DSR9.73B
board ISI marked IS: 14842- 2000, including top cover of 6mm coir
veneer board, nickel plated M.S. pipe 20mm dia (heavy type) curtain
rod with nickel plated brackets including fixing with 25x3mm M.S. flat
10cm long and rawl plugs 50mm long (designation 10No.) etc. all
complete

074171 Commercial veneering on both sides metre 45.13 429.58 474.71 0.0001
074172 Teak veneering on both sides metre 45.13 502.06 547.19 0.0001
074180 Providing and fixing 12mm thick and 150mm wide wooden pelmets
with 25mm dia wooden curtain rod and brackets including fixing with
MS flat and plugs etc with painting or oiling as required all labour and
material as a complete job
074181 With 2nd class teak wood metre 25.50 225.61 251.11 0.0001 NR20050
a,b ,c
074182 With Kail, venteak, pillamarudhu or locally available comparable metre 25.50 110.01 135.50 0.0001
species of good country wood
074190 Extra to Item for providing in pelmet brass curtain rods of 1.25mm NR20053
thick brass plate with brackets instead of 25mm dia. wooden curtain a,b ,c
rods
074191 12mm dia metre of 0.00 81.01 81.01 0.0001
pelmet
074192 20mm dia metre of 0.00 122.48 122.48 0.0001
pelmet
074193 25mm dia metre of 0.00 157.19 157.19 0.0001
pelmet
074200 Providing and fixing teak wood lipping of size 25x3mm metre 9.29 22.07 31.36 DSR9.74B
Item No. Description of Item Unit Labour Material Labour & Cement Refrence
Cost (Rs.) Cost (Rs.) Material Qty. (qtl.)
Cost (Rs.)

074210 Providing and fixing curtain rods of 1.25mm thick chromium plated DSR9.79
brass plate, with two chromium plated brass brackets fixed with C.P.
brass screws and wooden plugs etc. wherever necessary complete

074211 12mm dia. metre 2.49 267.13 269.63 0.0001

074212 20mm dia. metre 2.49 296.17 298.66 0.0001
074213 25mm dia. metre 2.49 482.01 484.50 0.0001
074220 Providing and fixing nickel plated M.S. pipe curtain rods with nickel DSR9.79A
plated brackets
074221 20mm dia (heavy type) metre 3.93 134.75 138.68 0.0001
074222 50mm dia (heavy type) metre 3.93 292.72 296.64 0.0001
074230 Providing and fixing M.S. grills of required pattern in frames of DSR9.82
windows etc. with M.S. flats, square or round bars etc. all complete
074231 Fixed to steel windows by welding Kg 19.53 44.79 64.31
074232 Fixed to opening/ wooden frames with rawl plugs screws etc. Kg 21.16 45.01 66.17
074240 Providing and fixing expanded metal 20x60mm strands 3.25mm wide DSR9.83
and 1.6mm thick for windows etc.
074241 With 50x20mm 2nd class teak wood beading Sqm 72.66 536.40 609.06 NR20070a,b
074242 With 50x20mm Deodar wood beading Sqm 80.14 430.51 510.65
074250 Providing and fixing hard drawn steel wire fabric 75x25mm mesh of DSR9.84-
weight not less than 7.75kg sqm. to windows frames etc. modified
074251 With 50x20mm 2nd class teak wood beading Sqm 72.66 670.95 743.62 NR20071a,b
074252 With 50x20mm 2nd class Deodar wood beading Sqm 72.66 562.35 635.01
074260 Providing and fixing fly proof galvanized M.S. wire gauge to windows DSR9.85
and clerestory windows using galvanized M.S. wire gauge with
average width of aperture 1.4mm in both directions with wire of dia
0.63mm
074261 With 2nd class teak wood beading 50x20mm Sqm 80.14 465.58 545.72
074262 With 12mm mild steel U beading Sqm 80.14 263.83 343.97
074263 With Deodar wood beading 50x20mm Sqm 72.66 346.72 419.38 NR20073 b
074270 Deduction for fixing 75x25mm hard drawn steel wire fabric of weight Sqm 0.00 23.23 23.23 DSR9.86
not less than 7.75kg sqm. in panelled and glazed door and window
shutters in lieu of 4mm glass glazing
Item No. Description of Item Unit Labour Material Labour & Cement Refrence
Cost (Rs.) Cost (Rs.) Material Qty. (qtl.)
Cost (Rs.)

074280 Providing 40x5mm flat iron hold fast 40cm long including fixing to Each 16.66 41.89 58.54 0.0110 DSR9.87
frame with 10mm diameter bolts, nuts and wooden plugs and
embeddings in cement concrete block 30x10x15cm 1:3:6 mix
(1cement: 3coarse sand: 6graded stone aggregate 20mm nominal
size)

074290 Providing beams including hoisting, fixing in position and applying DSR9.88
wood preservative for the unexposed surface etc. complete, with :
074291 Sal wood Cum 2680.66 38521.46 41202.13
074292 Hollock wood or locally available comparable species of country wood Cum 2680.66 36733.72 39414.39
- kiln seasoned & chemically treated
074293 Kail, venteak, pillamarudhu or locally available comparable species of Cum 2604.51 20191.91 22796.41 NR20060 d
good country wood
074294 2nd class teak wood Cum 2604.51 62842.19 65446.69 NR20060 a
074295 Deodar wood Cum 2604.51 37962.86 40567.36 NR20060 C
074300 Providing and fixing float glass panes with putty and nails including NR20038a& b
removal of old broken panes wherever required
074301 Float Glass panes 4mm thick (10kg /sqm) Sqm 72.83 458.79 531.62
074302 Frosted glass panes 4mm thick (10kg /sqm) Sqm 72.83 382.13 454.96
074303 Heavy sheet glass panes 5.5mm thick (13.75 Kg/sqm) Sqm 72.83 439.63 512.45
074310 Providing and fixing float glass panes with 12mm wooden beading NR20039a, b&
including removal of old broken panes and old wooden beading c.
wherever necessary
074311 Float Glass panes 4mm thick (10Kgs/Sqm) Sqm 90.02 451.24 541.26
074312 Frosted glass panes 4mm thick (10Kgs/sqm) Sqm 90.02 374.58 464.60
074313 Heavy sheet glass panes 5.5mm thick (13.75 Kg/sqm) Sqm 90.02 432.08 522.09
074320 Providing, erecting and fixing sal ballies in posts, purlins, rafters, etc.,
including cost of iron nails and spikes required, and supplying and
applying wood preservative to exposed surfaces :
074321 80mm dia ballies metre 6.70 204.63 211.32
074322 100mm dia ballies metre 9.80 255.93 265.73
074323 125mm dia ballies metre 12.90 320.01 332.91
074324 150mm dia Sal ballies metre 16.01 416.04 432.04
074325 80mm dia Eucalyptus ballies metre 6.70 70.27 76.97
074326 100mm dia Eucalyptus ballies metre 9.80 76.66 86.46
Item No. Description of Item Unit Labour Material Labour & Cement Refrence
Cost (Rs.) Cost (Rs.) Material Qty. (qtl.)
Cost (Rs.)

074327 125mm dia Eucalyptus ballies metre 12.90 114.99 127.89

074328 150mm dia Eucalyptus ballies metre 16.01 159.71 175.71
074330 Providing, erecting and fixing Ballies of locally available & approved
species in posts, purlins, rafters, etc., including cost of iron nails and
spikes required, and supplying and applying wood preservative to
exposed surfaces
074331 80mm dia ballies metre 6.70 83.05 89.75
074332 100mm dia ballies metre 9.80 95.82 105.63
074333 125mm dia ballies metre 12.90 146.93 159.83
074334 150mm dia ballies metre 16.01 191.65 207.65
Note : The diameter shall be the average diameter as measured at
the centre of balli.
074340 Providing and fixing rafters, purlins, ridges, posts, hips, wall plates, cum 3068.94 64331.61 67400.55
hand rails in staircase, etc., with:-2nd class teak wood
074350 Providing and fixing decorative laminated plastic veneers of approved
quality and make (e.g. Sunmica, formica, or equivalent) over wooden
surfaces, includig smoothening of wooden surface, and fixing of
veneers with approved synthetic resin adhesive, complete

074351 1 mm thick Sqm 232.30 0.00 232.30 NR20076

074352 0.8mm thick Sqm 180.03 0.00 180.03
074353 0.6mm thick Sqm 162.61 0.00 162.61
074360 Providing and fixing Teak wood veneer sheet of approved quality and
make over wooden surfaces, includig smoothening of wooden
surface, and fixing of veneers with approved synthetic resin adhesive,
complete
074361 3 mm thick Sqm 232.30 0.00 232.30
074362 2.5mm thick Sqm 220.69 0.00 220.69
074363 2mm thick Sqm 185.84 0.00 185.84
M.S. FITTINGS - BRIGHT SATIN FINISH :
075010 Providing and fixing M.S. pressed butt hinges generally conforming DSR9.93
to IS:1341, bright satin finish with necessary screws etc. complete of
size
075011 125x65x2.12 mm Each 4.16 21.56 25.72
075012 100x58x1.90mm Each 4.16 13.78 17.93
075013 75x47x1.70mm Each 4.16 7.51 11.67
075014 50x37x1.50mm Each 1.47 9.33 10.80
Item No. Description of Item Unit Labour Material Labour & Cement Refrence
Cost (Rs.) Cost (Rs.) Material Qty. (qtl.)
Cost (Rs.)

075020 Providing and fixing MS pressed Parliament hinges generally NR20152

conforming to IS:362 bright finished with necessary screws etc.
complete of size
075021 150x125x27x2.50 mm Each 5.04 67.23 72.27
075022 125x125x27x2.50 mm Each 5.04 56.75 61.79
075023 100x125x27x2.50 mm Each 5.04 46.31 51.35
075024 75x100x20x2.40 mm Each 5.04 33.57 38.61
075030 Providing and fixing M.S. single acting spring hinges bright satin
finish with necessary screws etc. complete of size
075031 150mm Each 10.87 115.87 126.74 NR20153 (a)
075032 125mm Each 10.87 107.80 118.67 NR20153 (b)
075033 100mm Each 10.87 87.60 98.47 NR20153 (c)
075040 Providing and fixing M.S. double acting spring hinges generally
conforming to IS: 453, bright satin finish with necessary screws etc.
complete of size
075041 150mm Each 10.87 127.42 138.29 NR20154 (a)
075042 125mm Each 10.87 107.69 118.57 NR20154 (b)
075043 100mm Each 10.87 79.64 90.51 NR20154 (c)
075050 Providing and fixing M.S. sliding door bolts generally conforming to NR20156
IS: 281, bright satin finish or black stone enamelled with nuts and
screws etc. complete of size
075051 300x16 mm Each 4.59 109.53 114.12
075052 250x16 mm Each 4.59 104.54 109.12
075060 Providing and fixing M.S. tower bolts generally conforming to IS:204 NR20157
(Part I) with necessary screws etc. complete of size.
075061 250x10 mm Each 1.84 40.45 42.28
075062 200x10 mm Each 1.84 33.49 35.33
075063 150x10 mm Each 1.52 25.78 27.30
075064 100x10 mm Each 1.52 18.69 20.22
075070 Providing and fixing M.S. door handles with necessary screws etc. NR20158
complete.
075071 125mm Each 0.28 13.29 13.56
075072 100mm Each 1.10 10.96 12.07
Item No. Description of Item Unit Labour Material Labour & Cement Refrence
Cost (Rs.) Cost (Rs.) Material Qty. (qtl.)
Cost (Rs.)

075073 75mm Each 1.10 7.43 8.53

075080 Providing and fixing MS hooks and eyes NR20159
075081 300mm Each 1.10 14.75 15.85
075082 250mm Each 1.10 11.85 12.95
075083 200mm Each 1.10 10.11 11.21
075084 150mm Each 1.10 7.78 8.88
075085 100mm Each 1.10 6.97 8.07
075090 Providing and fixing M.S. fan light pivot with necessary screws etc. Each 1.47 30.87 32.34 NR20160
complete.
075100 Providing and fixing M.S. fan light catch with necessary screws etc. Each 1.28 28.99 30.28 NR20161
complete.
075110 Providing and fixing M.S. hasp and staple (Safety type) with NR20163
necessary screws etc. complete.
075111 150mm Each 1.47 16.64 18.11
075112 115mm Each 1.47 15.81 17.28
075113 90mm Each 1.47 10.19 11.65
075120 Providing and fixing 300mm long M.S. chain with hook for fan light Each 1.84 10.50 12.34 NR20162
including necessary screws etc. complete.
075130 Providing and fixing M.S. casement stays (straight peg type) with
necessary screws etc. complete.
075131 300mm weighing not less than 200 gm Each 1.95 33.58 35.54
075132 250mm weighing not less than 150 gm Each 1.84 30.10 31.94
075133 200mm weighing not less than 120 gm Each 1.84 24.29 26.13
075140 Providing and fixing ISI -1378 marked oxidised M.S. pressed butt DSR9.111
hinges with necessary screws etc. complete, of size.
075141 125x65x2.12 mm Each 4.16 22.83 26.99
075142 100x58x1.90mm Each 4.16 15.24 19.40
075143 75x47x1.70mm Each 4.16 7.77 11.93
075144 50x37x1.50mm Each 1.47 5.45 6.92
075150 Providing and fixing ISI-1378 marked oxidised M.S. pressed DSR9.112
parliamentary hinges with necessary screws etc. complete of size.
075151 150x125x27x2.80 mm Each 5.04 68.09 73.13
Item No. Description of Item Unit Labour Material Labour & Cement Refrence
Cost (Rs.) Cost (Rs.) Material Qty. (qtl.)
Cost (Rs.)

075152 125x125x27x2.80 mm Each 5.04 57.67 62.71

075153 100x125x27x2.80 mm Each 5.04 47.23 52.27
075154 75x100x20x2.24 mm Each 5.04 33.63 38.67
075160 Providing and fixing ISI -1378marked oxidised M.S. single acting DSR9.113
spring hinges with necessary screws etc. complete of size.
075161 150mm Each 10.87 116.05 126.92
075162 125mm Each 10.87 107.92 118.79
075163 100mm Each 10.87 88.59 99.46
075170 Providing and ISI -1378marked fixing oxidised M.S. double acting DSR9.114
spring hinges with necessary screws etc. complete of size
075171 150 Each 10.87 127.66 138.54
075172 125 Each 10.87 107.92 118.79
075173 100 Each 10.87 80.46 91.33
075180 Providing Copper oxidized M.S. Piano hinges ISI marked IS: 3818 DSR9.116
finished with nickel plating and fixing with necessary screws etc.
complete
075181 Overall width 35mm metre 41.58 45.09 86.67
075182 Overall width 50mm metre 41.58 53.80 95.38
075183 Overall width 65mm metre 41.58 57.87 99.45
075190 Providing and fixing ISI marked Copper oxidized M.S. sliding door DSR9.118
bolts with nuts and screws etc. complete of size

075191 300x16 mm Each 4.59 108.52 113.10

075192 250x16 mm Each 4.59 106.96 111.55
075200 Providing and fixing ISI -1378marked oxidised M.S. tower bolts black DSR9.119
finish (Barrel type) with necessary screws etc. complete of size.

075201 250x10 Each 1.84 41.89 43.72

075202 200x10 Each 18.35 35.34 53.69
075203 150x10 Each 18.35 26.65 45.00
075204 100x10 Each 1.47 19.56 21.03
075210 Providing and fixing ISI 1378 marked 85x42mm oxidised M.S. pull Each 4.59 45.46 50.05 DSR9.120
bolt lock conforming to IS: 7534 with necessary screws bolts, nuts
and washers etc. complete
Item No. Description of Item Unit Labour Material Labour & Cement Refrence
Cost (Rs.) Cost (Rs.) Material Qty. (qtl.)
Cost (Rs.)

075220 Providing and fixing ISI marked oxidised M.S. door latches DSR9.121
conforming to IS: 5930 with screws etc. complete
075221 300x20x6mm Each 2.20 66.61 68.81
075222 250x20x6mm Each 2.20 43.38 45.58
075230 Providing and fixing ISI marked oxidised M.S. handles conforming to DSR9.122
IS: 4992 - with necessary screws etc- of size
075231 125 mm Each 1.10 13.53 14.64
075232 100 mm Each 1.05 10.62 11.68
075233 75 mm Each 1.10 7.62 8.72
075240 Providing and fixing ISI-1378 marked copper oxidised M.S. fan light Each 1.47 30.89 32.35 DSR9.124
pivot with necessary screws etc. complete
075250 Providing and fixing ISI-1378 marked copper oxidised M.S. fan light Each 1.28 29.47 30.75 DSR9.125
catch with necessary screws etc. complete
075260 Providing and fixing 300mm long oxidised M.S. chain with hook for Each 1.84 17.39 19.22 DSR9.126
fan light including necessary screws etc. complete
075270 Providing and fixing oxidised M.S. hasp and staple (Safety type) DSR9.127
conforming to IS : 363 - with necessary screws etc. complete of size -

075271 150 mm Each 1.47 16.77 18.24

075272 115 mm Each 1.47 15.94 17.41
075273 90 mm Each 1.47 10.36 11.83
075280 Providing and fixing IS-1378 marked copper oxidised M.S. casement DSR9.127A
stays (straight peg type) with necessary screws etc. complete

075281 300mm weighing not less than 200gms Each 1.84 23.08 24.92
075282 250mm weighing not less than 150gms Each 1.84 19.71 21.55
075283 200mm weighing not less than 120gms Each 1.84 17.39 19.22
075290 Providing and fixing oxidised M.S. safety chain with necessary Each 1.84 64.36 66.20 DSR9.127B
fixtures for doors (weighing not less than 450gms.)
STAINLESS STEEL FITTINGS :
076010 Providing and fixing ISI: 12817 marked stainless steel butt hinges DSR9.127C
with stainless steel screws etc. complete of size
076011 125x64x1.90 mm Each 4.16 55.60 59.76
076012 100x58x1.90mm Each 4.16 41.90 46.06
Item No. Description of Item Unit Labour Material Labour & Cement Refrence
Cost (Rs.) Cost (Rs.) Material Qty. (qtl.)
Cost (Rs.)

076013 75x47x1.80mm Each 4.16 21.47 25.63

076014 50x37x1.50mm Each 1.41 15.90 17.31
076020 Providing and fixing ISI: 12817 marked stainless steel butt hinges DSR9.127D
(heavy weight) with stainless steel screws etc. complete
076021 125x64x2.50mm Each 4.16 66.99 71.15
076022 100x60x2.50mm Each 4.16 48.40 52.56
076023 75 x50x2.50mm Each 4.16 31.22 35.38
BRASS FITTINGS - BRIGHT SATIN FINISH :
077010 Providing and fixing bright finished brass butt hinges with necessary DSR9.128
screws etc. complete
077011 125x85x5.5mm (heavy type) Each 4.50 161.38 165.88
077012 125x70x4mm (ordinary type) Each 4.50 122.82 127.32
077013 100x85x5.5mm (heavy type) Each 4.50 114.38 118.87
077014 100x70x4mm (ordinary type) Each 4.50 93.70 98.20
077015 75x65x4mm (heavy type) Each 4.50 86.61 91.10
077016 75x40x2.5mm (ordinary type) Each 4.50 33.18 37.67
077017 50x40x2.5mm (ordinary type) Each 2.73 22.75 25.49
077020 Providing and fixing bright finished brass parliamentary hinges with DSR9.129
necessary screws etc. complete
077021 150x125x27x5mm Each 5.20 415.20 420.41
077022 125x125x27x5mm Each 5.20 380.82 386.03
077023 100x125x27x5mm Each 5.20 347.49 352.69
077024 75x100x20x3.2mm Each 5.20 239.92 245.13
077030 Providing and fixing bright finished brass single acting spring hinges NR20093 a, b,
with necessary screws etc. complete of size c
077031 150mm Each 11.34 1219.50 1230.83
077032 125mm Each 11.34 888.47 899.81
077033 100mm Each 11.34 727.64 738.98
077040 Providing and fixing bright finished brass double acting spring hinges NR20094 a, b,
with necessary screws etc. complete of size - c
077041 150mm Each 11.34 1787.51 1798.85
077042 125mm Each 11.34 1490.17 1501.50
Item No. Description of Item Unit Labour Material Labour & Cement Refrence
Cost (Rs.) Cost (Rs.) Material Qty. (qtl.)
Cost (Rs.)

077043 100mm Each 11.34 1122.60 1133.93

077050 Providing and fixing bright finished brass sliding doors bolts - with NR20095 a, b
screws etc. complete of size
077051 300x16mm Each 7.34 401.42 408.76
077052 250x16mm Each 7.34 334.05 341.39
077060 Providing and fixing bright finished brass tower bolts (barrel type) with DSR9.134
necessary screws etc. complete
077061 250x10mm Each 1.95 300.18 302.13
077062 200x10mm Each 1.95 240.04 241.99
077063 150x10mm Each 1.95 181.96 183.91
077064 100x10mm Each 1.95 151.07 153.02
077070 Providing and fixing bright finished brass handles - with screws etc. DSR9.146
complete - of size
077071 125 mm Each 1.17 106.49 107.66
077072 100mm Each 1.17 86.74 87.91
077073 75 mm Each 1.17 72.40 73.57
077080 Providing and fixing bright finished brass door latch with necessary DSR9.137
screws etc. complete
077081 300x16x5mm Each 2.34 413.63 415.97
077082 250x16x5mm Each 2.34 346.26 348.60
077090 Providing and fixing bright finished brass 100mm mortice latch and Each 37.40 522.68 560.08 DSR9.139
lock with 6 levers and a pair of lever handles with necessary screws
etc. complete (best make of approved quality)
077100 Providing and fixing bright finished brass 100mm mortice latch with Each 37.40 482.02 519.42 DSR9.140
one dead bolt and a pair of lever handles with necessary screws etc.
complete (best make of approved quality)
077110 Providing and fixing bright finished brass night latch including Each 37.40 623.73 661.13 DSR9.141
necessary screws etc. complete (best make of approved quality)
077120 Providing and fixing special quality bright finished brass cupboard or DSR9.142
ward robe locks with four levers including necessary screws etc.
complete (best make of approved quality)
077121 40mm Each 37.40 52.27 89.67
077122 50mm Each 37.40 60.98 98.38
077123 65mm Each 37.40 77.82 115.22
Item No. Description of Item Unit Labour Material Labour & Cement Refrence
Cost (Rs.) Cost (Rs.) Material Qty. (qtl.)
Cost (Rs.)

077124 75mm Each 37.40 97.57 134.97

077130 Providing and fixing 50mm bright finished brass cup board or ward Each 2.61 42.52 45.13 DSR9.143
robe knob with necessary screws (best make of approved quality)
077140 Providing and fixing bright finished brass hanging type floor door Each 0.59 69.17 69.75 DSR9.149
stopper with necessary screws etc. complete
077150 Providing and fixing bright finished brass fan light pivot with Each 1.56 30.92 32.48 NR20106
necessary screws etc. complete
077160 Providing and fixing bright finished brass fan light catch with Each 1.37 27.62 28.99 DSR9.155
necessary screws etc. complete
077170 Providing and fixing bright finished brass hasp and staple (safety DSR9.158
type) with necessary screws etc. complete
077171 150mm Each 1.56 104.08 105.65
077172 115mm Each 1.56 85.98 87.54
077173 90mm Each 1.56 69.72 71.28
077180 Providing and fixing IS: 3564 marked aluminium die cast body tubular Each 1.84 667.62 669.45 DSR9.150
type universal hydraulic door closer, hardwyn make (Classic Queen)
or equivalent with necessary accessories and screws etc. complete

077190 Providing and fixing IS: 3564 marked aluminium extruded section DSR9.150A
body tubular type universal hydraulic door closer with double speed
adjustment with necessary accessories and screws etc. complete

077191 Hardwyn make (Eddy) or equivalent Each 1.84 1108.99 1110.82

077192 Hardwyn make (Mytel) or equivalent Each 1.84 963.80 965.64
077193 Hardwyn make (Gazel) or equivalent Each 1.84 1283.21 1285.05
077200 Providing and fixing bright finished brass casement window fastener Each 1.95 57.66 59.62 DSR9.152
with necessary screws etc. complete
077210 Providing and fixing bright finished brass casement (straight peg type) DSR9.153
with necessary screws etc. complete
077211 300mm weighing not less than 330gms Each 1.95 131.47 133.43
077212 250mm weighing not less than 280gms Each 1.95 115.63 117.59
077213 200mm weighing not less than 240gms Each 1.95 100.53 102.49
077220 Providing and fixing nickel chromium plated brass butt hinges with NR20132
necessary screws etc. complete
077221 125x85x5.5mm (heavy type) Each 4.50 96.96 101.46
077222 125x70x4mm (ordinary type) Each 4.50 133.38 137.87
Item No. Description of Item Unit Labour Material Labour & Cement Refrence
Cost (Rs.) Cost (Rs.) Material Qty. (qtl.)
Cost (Rs.)

077223 100x85x5.5mm (heavy type) Each 4.50 83.11 87.60

077224 100x70x4mm (ordinary type) Each 4.50 102.56 107.06
077225 75x65x4mm (heavy type) Each 4.50 92.11 96.61
077226 75x40x2.5mm (ordinary type) Each 4.50 38.68 43.18
077227 50x40x2.5mm (ordinary type) Each 4.50 31.35 35.85
077230 Providing and fixing Nickel chromium plated brass parliamentary NR20133
hinges with necessary screws etc. complete
077231 150x125x27x5mm Each 5.20 428.16 433.37
077232 125x125x27x5mm Each 5.20 399.29 404.49
077233 100x125x27x5mm Each 5.20 362.70 367.91
077234 75x100x20x3.2mm. Each 5.20 250.68 255.88
077240 Providing and fixing Nickel chromium plated brass single acting NR20134
spring hinges with necessary screws etc. complete :

077241 150mm Each 11.34 1261.89 1273.22

077242 125mm Each 11.34 925.05 936.39
077243 100mm Each 11.34 757.98 769.32
077250 Providing and fixing Nickel chromium plated brass double acting NR20135
spring hinges with necessary screws etc. complete :
077251 150mm Each 11.34 1831.06 1842.39
077252 125mm Each 11.34 1526.75 1538.08
077253 100mm Each 11.34 1174.95 1186.29
077260 Providing and fixing Nickel chromium plated brass sliding doors bolts NR20136
and screws etc. complete :
077261 300x16mm Each 7.81 261.57 269.38
077262 250x16mm Each 7.81 209.30 217.11
077270 Providing and fixing Nickel chromium plated brass tower bolts (barrel NR20138
type) with necessary screws etc complete :
077271 250x10mm Each 1.95 194.69 196.64
077272 200x10mm Each 1.95 151.12 153.07
077273 150x10mm Each 1.95 119.15 121.10
077274 100x10mm Each 1.56 95.92 97.48
Item No. Description of Item Unit Labour Material Labour & Cement Refrence
Cost (Rs.) Cost (Rs.) Material Qty. (qtl.)
Cost (Rs.)

077280 Providing and fixing Nickel chromium plated brass handles with DSR9.203
necessary screws etc. complete
077281 125mm Each 1.17 118.36 119.53
077282 100mm Each 1.17 96.88 98.05
077283 75mm Each 1.17 80.79 81.96
077290 Providing and fixing chromium plated brass door latch with necessary NR20137
screws etc. complete
077291 300x16x5mm Each 2.34 169.99 172.33
077292 250x16x5mm Each 2.34 158.38 160.72
077300 Providing and fixing nickel chromium plated brass fan light pivot with Each 1.56 29.36 30.92 NR20146
necessary screws etc. complete
077310 Providing and fixing nickel chromium plated brass fan light catch with Each 1.37 22.67 24.03 NR20147
necessary screws etc. complete
077320 Providing and fixing nickel chromium plated brass hasp and staple NR20149
(safety type) with necessary screws etc. complete
077321 150mm Each 1.56 84.17 85.73
077322 115mm Each 1.56 64.34 65.90
077323 90mm Each 1.56 51.69 53.25
077330 Providing and fixing chromium plated brass 100mm mortice latch and Each 37.40 656.25 693.65 DSR9.197
lock with 6 levers and a pair of lever handles with necessary screws
etc. complete (best make of approved quality)
077340 Providing and fixing chromium plated brass 100mm mortice latch with Each 33.17 394.91 428.08 NR20142
one dead bolt and a pair of lever handles with necessary screws etc.
complete (best make of approved quality)
077350 Providing and fixing chromium plated brass night latch including Each 37.40 830.47 867.87 DSR9.198
necessary screws etc. complete (best make of approved quality)
077360 Providing and fixing special quality chromium plated brass cup board DSR9.199
locks with six levers including necessary screws etc. complete (best
make of approved quality) of :
077361 Size 40mm Each 37.40 45.88 83.28
077362 Size 50mm Each 37.40 60.98 98.38
077363 Size 65mm Each 37.40 79.91 117.31
077364 Size 75mm Each 37.40 93.85 131.25
Item No. Description of Item Unit Labour Material Labour & Cement Refrence
Cost (Rs.) Cost (Rs.) Material Qty. (qtl.)
Cost (Rs.)

077370 Providing and fixing nickel chromium plated brass 50mm cupboard or Each 2.73 50.26 52.99 DSR9.200
wardrobe knobs with nuts complete
077380 Providing and fixing nickel chromium plated brass hanging type floor Each 1.55 204.84 206.39 NR20143
door stopper with necessary screws etc. complete
077390 Providing and fixing nickel chromium plated brass casement window Each 1.95 174.59 176.54 DSR9.207
fastener with necessary screws etc. complete
077400 Providing and fixing nickel chromium plated brass casement stays DSR9.208
(straight peg type) with necessary screws etc. complete
077401 300mm weighing not less than 330gms Each 1.95 151.12 153.08
077402 250mm weighing not less than 280gms Each 1.95 145.32 147.27
077403 200mm weighing not less than 240gms Each 1.95 106.99 108.94
077410 Providing and fixing copper oxidised brass butt hinges with necessary NR20113
screws etc. complete
077411 125x85x5.5mm (heavy type) Each 4.50 170.29 174.78
077412 125x70x4mm (ordinary type) Each 4.50 131.38 135.87
077413 100x85x5.5mm (heavy type) Each 4.50 121.09 125.58
077414 100x70x4mm (ordinary type) Each 4.50 100.97 105.47
077415 75x65x4mm (heavy type) Each 4.50 93.41 97.90
077416 75x40x2.5mm (ordinary type) Each 4.30 38.22 42.52
077417 50x40x2.5mm (ordinary type) Each 1.49 24.97 26.46
077420 Providing and fixing copper oxidised brass parliamentary hinges with NR20114
necessary screws etc. complete
077421 150x125x27x5mm Each 5.20 426.15 431.36
077422 125x125x27x5mm Each 5.20 397.76 402.96
077423 100x125x27x5mm Each 5.20 361.75 366.95
077424 75x100x20x3.2mm Each 5.20 246.74 251.94
077430 Providing and fixing copper oxidised brass single acting spring hinges NR20115
with necessary screws etc. complete :

077431 150mm Each 11.34 1260.14 1271.48

077432 125mm Each 11.34 923.30 934.64
077433 100mm Each 11.34 803.13 814.47
077440 Providing and fixing copper oxidised brass double acting spring NR20116
hinges with necessary screws etc. complete :
Item No. Description of Item Unit Labour Material Labour & Cement Refrence
Cost (Rs.) Cost (Rs.) Material Qty. (qtl.)
Cost (Rs.)

077441 150mm Each 11.34 1829.27 1840.61

077442 125mm Each 11.34 1524.96 1536.30
077443 100mm Each 11.34 1151.58 1162.92
077450 Providing and fixing copper oxidised brass sliding doors bolts and NR20117
screws etc. complete :
077451 300x16mm Each 7.81 422.33 430.13
077452 250x16mm Each 7.81 351.48 359.28
077460 Providing and fixing copper oxidised bras tower bolts (barrel type) NR20119
with necessary screws etc complete :
077461 250x10mm Each 1.95 326.95 328.90
077462 200x10mm Each 1.95 301.07 303.03
077463 150x10mm Each 1.95 217.07 219.02
077464 100x10mm Each 1.95 147.38 149.33
077470 Providing and fixing copper oxidised brass handles with necessary NR20121
screws etc. complete
077471 125mm Each 1.17 118.51 119.69
077472 100mm Each 1.17 97.03 98.20
077473 75mm Each 1.17 80.86 82.03
077480 Providing and fixing copper oxidised brass door latch with necessary NR20118
screws etc. complete
077481 300x16x5mm Each 2.34 455.09 457.43
077482 250x16x5mm Each 2.34 380.75 383.09
077490 Providing and fixing copper oxidised brass fan light pivot with Each 1.56 40.33 41.89 NR20127
necessary screws etc. complete

077500 Providing and fixing copper oxidised brass fan light catch with Each 1.37 35.97 37.33 NR20128
necessary screws etc. complete
077510 Providing and fixing copper oxidised brass hasp and staple (safety NR20130
type) with necessary screws etc. complete
077511 150mm Each 1.56 101.24 102.80
077512 115mm Each 1.56 88.94 90.50
077513 90mm Each 1.56 71.50 73.06
Item No. Description of Item Unit Labour Material Labour & Cement Refrence
Cost (Rs.) Cost (Rs.) Material Qty. (qtl.)
Cost (Rs.)

077520 Providing and fixing copper oxidised brass 100mm mortice latch and Each 33.17 656.60 689.77 NR20122
lock with 6 levers and a pair of lever handles with necessary screws
etc. complete (best make of approved quality)
077530 Providing and fixing copper oxidised brass 100mm mortice latch with Each 33.17 482.49 515.66 NR20123
one dead bolt and a pair of lever handles with necessary screws etc.
complete (best make of approved quality)
077540 Providing and fixing copper oxidised brass night latch including Each 32.66 662.06 694.71
necessary screws etc. complete (best make of approved quality)
077550 Providing and fixing special quality copper oxidised brass cup board
locks with six levers including necessary screws etc. complete (best
make of approved quality) of :
077551 Size 40mm Each 34.80 243.92 278.71
077552 Size 50mm Each 34.80 267.15 301.94
077553 Size 65mm Each 34.80 284.57 319.37
077554 Size 75mm Each 34.80 301.99 336.79
077560 Providing and fixing copper oxidised brass 50mm cupboard or Each 2.46 75.50 77.96
wardrobe knobs with nuts complete
077570 Providing and fixing copper oxidised brass hanging type floor door Each 2.73 46.78 49.51 NR20125
stopper with necessary screws etc. complete
077580 Providing and fixing copper oxidised brass casement window fastener Each 1.76 104.79 106.55
with necessary screws etc. complete
077590 Providing and fixing copper oxidised brass casement stays (straight
peg type) with necessary screws etc. complete
077591 300mm weighing not less than 330gms Each 1.76 46.48 48.24
077592 250mm weighing not less than 280gms Each 1.76 40.68 42.44
077593 200mm weighing not less than 240gms Each 1.76 34.87 36.63
077600 Providing and fixing magnetic catcher ISI marked with necessary Each 0.59 20.65 21.24
screws etc. complete
ALUMINIUM FITTING - (ANODISED) GYPBOARD

078010 Providing and fixing ISI marked aluminium butt hinges ISI marked DSR9.215
anodised (anodic coating not less than grade AC 10 as per IS: 1868)
transparent or dyed to required colour or shade with necessary
screws etc. complete
078011 125x75x4mm Each 4.32 75.86 80.18
078012 125x63x4mm Each 4.32 69.62 73.94
078013 100x75x4mm Each 4.32 67.71 72.03
Item No. Description of Item Unit Labour Material Labour & Cement Refrence
Cost (Rs.) Cost (Rs.) Material Qty. (qtl.)
Cost (Rs.)

078014 100x63x4mm Each 4.32 57.83 62.16

078015 100x63x3.2mm Each 4.32 64.22 68.54
078016 175x63x4mm Each 4.32 42.34 46.66
078017 75x63x3.2mm Each 4.32 34.21 38.53
078018 75x45x3.2mm Each 4.32 22.02 26.34
Note : Aluminium hinges shall not be used in wooden shutters,
stainless hinges shall be preferred
078020 Providing and fixing aluminium sliding door bolts ISI marked anodised DSR9.218
(anodic coating not less than grade AC 10 as per IS: 1868)
transparent or dyed to required colour or shade with nuts and screws
etc. complete
078021 300x16mm Each 9.76 169.07 178.83
078022 250x16mm Each 9.76 134.23 143.99
078030 Providing and fixing aluminium tower bolts ISI marked anodised DSR9.219
(anodic coating not less than grade AC 10 as per IS: 1868)
transparent or dyed to required colour or shade with necessary
screws etc. complete

078031 300x10mm Each 2.44 64.78 67.22

078032 250x10mm Each 2.44 55.43 57.87
078033 200x10mm Each 2.44 46.11 48.55
078034 150x10mm Each 1.56 38.13 39.69
078035 100x10mm Each 1.56 28.04 29.60
078040 Providing and fixing aluminium pull bolt lock anodised ISI marked Each 4.59 57.07 61.66 DSR9.220
(anodic coating not less than grade AC 10 as per IS: 1868)
transparent or dyed to required colour and shade with necessary
screws etc. complete

078050 Providing and fixing 50cm long aluminium kicking plate 100x3.15mm Each 2.25 130.75 132.99 DSR9.222
anodised (anodic coating not less than grade AC 10 as per IS: 1868)
transparent or dyed to required colour or shade with necessary
screws etc. complete
078060 Providing and fixing aluminium handles ISI marked anodised (anodic DSR9.221
coating not less than grade AC 10 as per IS: 1868) transparent or
dyed to required colour or shade with necessary screws etc. complete

078061 125mm Each 1.17 36.87 38.04

Item No. Description of Item Unit Labour Material Labour & Cement Refrence
Cost (Rs.) Cost (Rs.) Material Qty. (qtl.)
Cost (Rs.)

078062 100mm Each 1.17 32.79 33.96

078063 75mm Each 1.17 28.96 30.14
078070 Providing and fixing aluminium hanging floor door stopper ISI marked DSR9.223
anodised (anodic coating not less than grade AC 10 as per IS: 1868)
transparent or dyed to required colour and shade with necessary
screws etc. complete
078071 Single rubber stopper Each 0.59 22.98 23.56
078072 Twin rubber stopper Each 0.59 68.28 68.86
078080 Providing and fixing aluminium casement stays 250mm long ISI Each 1.95 61.69 63.64 DSR9.224
marked anodised (anodic coating not less than grade AC 10 as per
IS: 1868) transparent or dyed to required colour and shade with
necessary screws etc. complete
078090 Providing and fixing bright finished brass 100mm mortic latch and Each 38.46 447.18 485.63 DSR9.225
lock ISI marked with six levers and a pair of anodised (anodic coating
not less than grade AC 10 as per IS: 1868) aluminium lever handles
with necessary screws etc. complete (best make of approved quality)

078100 Providing and fixing aluminium tee channels (heavy duty) with rollers, metre 2.42 55.75 58.17 DSR9.226
stop end in pelmets as curtain rod
078110 Providing and fixing partition upto 2.40m height having composite Sqm 153.36 860.27 1013.63
thickness of 67mm consisting of frame and double skin 8.5mm thick
Glass Reinforced Gypsum (GRG) board manufactured by spray
suction technique with high strength plaster of paris conforming to IS:
8272 and glass fibre of E-glass or A-glass or N-glass in the form of
rovings, not less than 2.5% by weight of plaster of paris and
conforming to IS: 11320 including providing and fixing of frame work
made of special section power pressed from MS sheet and
galvanised with zinc coating of Grade 175 and consisting of floor and
ceiling channel contd...
Item No. Description of Item Unit Labour Material Labour & Cement Refrence
Cost (Rs.) Cost (Rs.) Material Qty. (qtl.)
Cost (Rs.)

contd.- 50mm wide having equal flanges of 32mm width 0.50mm thick
fixed to floor/ ceiling at spacing of 610mm centre to centre with dash
fastener of 12.5mm diameter 40mm length and the studs 48mm wide
having one flange of 34mm and another flange 36mm and 0.50mm
thick fixed vertically within flanges of floor and ceiling channel and
placed at a spacing of 610mm centre to centre by 6mm dia bolts and
nuts at both ends of partition fixed flush to wall with rawl plugs at the
spacing of 450mm centre to centre and fixing of GRG boards to either
side of frame work by 20mm long drive all screws on studs, floors and
ceiling channels at the spacing of 300mm centre to centre, including
jointing and finishing to a flush finish with recommended joint filler,
joint paper tap and joint finisher and two coats of primer suitable for
GRG board as per manufacturers specifications all complete.

078120 Providing and fixing partition upto 2.40m height having composite Sqm 680.22 749.49 1429.71
thickness of 89mm consisting of frame and double skin 8.5mm thick
Glass Reinforced Gypsum (GRG) board manufactured by spray
suction technique with high strength plaster of paris conforming to IS:
8272 and glass fibre of E-glass or A-glass or N-glass in the form of
rovings, not less than 2.5% by weight of plaster of paris and
conforming to IS: 11320 including providing and fixing of frame work
made of special section power pressed from MS sheet and
galvanised with zinc coating of Grade 175 and consisting of floor and
ceiling channel 72mm wide having equal flanges of 32mm width
0.50mm thick fixed to floor/ ceiling at the spacing of 610mm centre to
centre with dash fastener of 12.5mm diameter 40mm length and the
studs 70mm wide having one flange of 34mm -contd....

contd.- and another flange 36mm and 0.50mm thick fixed vertically
within flanges of floor and ceiling channel and placed at a spacing of
610mm centre to centre by 6mm dia bolts and nuts at both ends of
partition fixed flush to wall with rawl plugs at the spacing of 450mm
centre to centre and fixing of GRG boards to either side of frame work
by 20mm long drive all screws on studs, floors and ceiling channels at
the spacing of 300mm centre to centre, including jointing and finishing
to a flush finish with recommended joint filler, joint paper tap and joint
finisher and two coats of primer suitable for GRG board as per
manufacturers specifications all complete
Item No. Description of Item Unit Labour Material Labour & Cement Refrence
Cost (Rs.) Cost (Rs.) Material Qty. (qtl.)
Cost (Rs.)

078130 Providing and fixing factory made P.V.C. door frame of size 50x47mm metre 12.61 378.80 391.41
with a wall thickness of 5mm, made out of extruded 5mm rigid PVC
foam sheet mitred at corners and joined with 2 Nos. of 150mm long
brackets of 15x15mm M.S. square tube, the vertical door profiles to
be reinforced with 19x19mm M.S. square tube of 19 gauge, EPDM
rubber gasket weather seal to be provided through out the frame. The
door frame to be fixed to the wall using M.S. screws of 65/100mm
size complete as per manufacturers specification and direction of
Engineer-in-Charge

078140 Providing and fixing to existing door frames 30mm thick factory made Sqm 70.45 2415.12 2485.57
panel PVC door shutter consisting of frame made out of M.S. tubes of
19 gauge thickness and size of 19mm x 19mm for styles and
15x15mm for top & bottom rails. M.S .frame shall have a coat of steel
primers. M.S. frame covered with 5mm thick heat moulded PVC
Foam sheet ‘C channel as per drawing given in IR Standard
Specifications complete in all respect

078150 Providing and fixing to existing door frames 30mm thick factory made Sqm 70.45 3041.17 3111.62
solid both side prelamimated panel PVC door shutter consisting of
frame made out of M.S. tubes of 19 gauge thickness and size of
19mm x 19mm for styles and15x15mm, top & bottom rails. M.S.
frame shall have a coat of steel primers of approved make and
manufacture. M.S. frame covered with 5mm thick heat moulded
prelaminated PVC Foam Sheet ‘C channel as per drawing given in IR
Standard Specifications complete in all respect

078160 Supplying, providing and fixing white colour sliding uPVC Window Sqm 383.30 5023.49 5406.78
complete, consisting of uPVC frame of size 80mm x 52mm and uPVC
shutter of size 54mm x 38mm with 1.2mm thick GI section
reinforcement wherever required, produced by ISO 9001:2000 and
ISO 14001:2004 certified company. Window shutter will consist either
of 5mm thick float glass or galvanised wire gauge alongwith complete
fittings, e.g. pulley/rollers, transmission gear and handle for operating
window

078170 Supplying, providing and fixing white colour sliding uPVC Door Sqm 299.09 5720.39 6019.47
complete, consisting of uPVC frame of size 95mm x 60mm and uPVC
shutter of size 66mm x 42mm with 1.2mm thick GI section
reinforcement wherever required, produced by ISO 9001:2000 and
ISO 14001:2004 certified company. Door shutter will consist either of
5mm thick float glass or galvanised wire gauge or solid PVC panel
alongwith complete fittings, e.g. pulley/rollers, transmission gear and
handle for operating door
Item No. Description of Item Unit Labour Material Labour & Cement Refrence
Cost (Rs.) Cost (Rs.) Material Qty. (qtl.)
Cost (Rs.)

078180 Providing and fixing to existing door frame 24mm thick factory made Sqm 62.82 2050.05 2112.86
PVC door shutters made of styles and rails of a PVC hollow section of
size 59mm x 24mm with a wall thickness 2mm±0.2mm. The styles
and rails mitred cut and joined at corners by means of M.S.
galvanized /plastic brackets of size 75mm x 220mm having wall
thickness 1.0mm/solid and fix with stainless steel screws. The styles
of shutter reinforced by inserting galvanized M.S. tube of size 19mm x
19mm with a wall thickness1mm±0.1mm. The lock rail made out of ‘H’
section, PVC hollow section of size 100mm x 24mm with a wall
thickness 2mm±0.2mm, fixed to shutter styles by means of
plastic/galvanized M.S. ’U’ cleats. The shutter frame filled with a PVC
multi-chambered panel of size 20 x 200mm with a wall thickness
1mm±0.1mm. The panels filled vertically and tie bar at two places by
inserting horizontally 0.6mm galvanized M.S. rod and fastened with
nuts and washers

078190 Providing and fixing to existing door frame 24mm thick factory made Sqm 62.82 2184.78 2247.60
PVC door shutters made of styles and rails of a PVC hollow section of
size 34mm x 24mm with a wall thickness 2mm±0.2mm. The styles
and rails mitred cut and joined at corners by means of M.S.
galvanized /plastic brackets of size 75mm x 220mm having wall
thickness 1.0mm/solid and fix with stainless steel screws. The styles
of shutter reinforced by inserting galvanized M.S. tube of size 19 x
19mm with a wall thickness1mm±0.1mm. The shutter frame filled with
a PVC multi-chambered single panel of size 20 x 762mm with a wall
thickness 1mm±0.1mm. The panels filled vertically and tie bar at two
places by inserting horizontally 0.6mm galvanized M.S. rod and
fastened with nuts and washers. All complete as per manufacturer’s
specification and direction of Engineer-In-Charge

078200 Providing and fixing at all heights wall paneling of 12mm thick phenol Sqm 270.63 1626.83 1897.46
bonded Bamboo Mat board conforming to IS: 13958-1994 including
providing and fixing to frame work made of 50mm X 50mm hardwood
plugs including cutting brick work and fixing in cement mortar and
making good walls etc. and also providing and fixing wooden
moulded corner beading of triangular shape to the junction of
paneling etc. with iron screws as a complete job.
Item No. Description of Item Unit Labour Material Labour & Cement Refrence
Cost (Rs.) Cost (Rs.) Material Qty. (qtl.)
Cost (Rs.)

078210 Providing and fixing at all heights wall paneling of 9mm thick phenol Sqm 270.63 1439.97 1710.60
bonded Bamboo Mat board conforming to IS : 13958-1994 including
providing and fixing to framework made of 50mm X 50mm hardwood
plugs including cutting brick work and fixing in cement mortar and
making good the walls etc. and also providing and fixing wooden
moulded corner beading of triangular shape to the junction of
paneling etc. with iron screws as a complete job

078220 Providing and fixing Veneered Bamboo Particle Board both sides
commercial Veneer SOGP Grade II, conforming to IS 3097-1980 in
wall paneling, cupboard shutters etc. fixed to frames, backing or
studding with screws etc. complete (Frame, backing, studding, hinges
etc. to be paid separately)

078221 9 mm thick veneered bamboo particle board Sqm 81.64 503.54 585.17
078222 12 mm thick veneered bamboo particle board Sqm 81.64 577.63 659.26
078223 18 mm thick veneered bamboo particle board Sqm 108.68 727.17 835.85
078224 25 mm thick veneered bamboo particle board Sqm 136.89 913.77 1050.66
078230 Providing and fixing of wall panelling on grid made of PVC profile Sqm 120.86 844.38 965.24
section of size 21mm x 17mm x 1.5 mm filled with UPVC profile
section of size 150mm x 10mm x 1.0mm. The edge and periphery
covered by extruded PVC beeding of section 28mm x 12mm x 1.0mm
complete job including fixing with screws, dash fastners and other
accessories as required

078240 Providing and fixing to existing door frame 30mm thick factory made Sqm 62.82 2390.37 2453.18
Poly Vinyl Chloride (PVC) door shutter made of styles and rails of a
uPVC hollow section of size 60mmx30mm and wall thickness
2mm±0.2mm with inbuilt decorative mould-in edging on one side. The
styles and rails mitred and joined at corners by means of MS
galvanized/plastic bracket of size 75mmx220mm, having wall
thickness 1.0mm and stainless steel screws. Styles of shutter,
reinforced by inserting galvanized MS tube of size 20mmx20mm and
1mm ± 0.1 mm wall thickness. Lock rail made of 'H' section, a uPVC
hollow section of size 100mmx30mm and 2mm ± 0.2m wall thickness
fixed to shutter styles by means of plastic/galvanized MS 'U' cleats.
Shutter frame filled with a uPVC multi-chambered single panel of size
not less than 610mm, having overall thickness of 20mm and 1mm ±
0.1 mm wall thickness. Panels filled vertically with tie bar at two
places by inserting horizontally 6 mm galvanised MS rod and
fastened with nuts and washers, complete as per direction of
Engineer incharge
Item No. Description of Item Unit Labour Material Labour & Cement Refrence
Cost (Rs.) Cost (Rs.) Material Qty. (qtl.)
Cost (Rs.)

078250 Providing and fixing to existing door frame 35mm thick factory made Sqm 65.19 3363.70 3428.89
Poly Vinyl Chloride (PVC) door shutter made of styles and rails of a
uPVC hollow section of size 35mmx110mm and wall thickness
2mm±0.2mm with inbuilt decorative moulding edging on one side.
Styles of shutter reinforced by inserting PVC section of size
28mmx30mm of 1.5mmm ± 0.2mm wall thickness. Styles and rails
miterd and welded corners. Lock rail made of 'H' section, a uPVC
profile section of size 35mmx105mm and 2mm ± 0.2m wall thickness
welded to shutter styles, shutter frame filled with a uPVC multi-
chambered single panel of size not less than 610mm, having overall
thickness of 20mm and 1mm ± 0.1mm wall thickness with 20mm
moulding panel beading of size 8.5mmx15mm complete as per
direction of Engineer in charge

078260 Providing and fixing to existing door frame 38mm thick factory made Sqm 105.88 2810.83 2916.71
Poly Vinyl Chloride (PVC) door shutter made of styles and rails of a
uPVC hollow section of size 90mmx38mm and wall thickness
2mm±0.2mm. Styles and rails mitred and joined at the corners by
means of MS galvanized/plastic bracket of size 75mmx220mm having
wall thickness 1.0mm and stainless steel screws. Styles of shutter
reinforced by inserting galvanized MS tube of size 25mmx20mm and
1mm ± 0.1 mm wall thickness. Lock rail made of 'H' section, a uPVC
hollow section of size 105mmx38mm and 2mm ± 0.2m wall thickness
fixed to the shutter styles by means of plastic /galvanized MS 'U'
cleats. Shutter frame filled with a uPVC multi-chambered PVC panel
of size 610mmx20mm with 1.2mm ± 0.1mm wall thickness, complete
as per direction of Engineer incharge

078270 Providing and fixing factory made uPVC door frame made of uPVC R metre 37.02 219.52 256.54
extruded section profile size 50mmx60mm (±1mm) with wall thickness
2mm±0.2mm, corners of door frame to be mitred and joined at
corners by means of plastic, galvanized brackets and stainless steel
screws. Hinge side vertical of frames reinforced by galvanized MS
tube of size 19mmx38mm and 1mm ± 0.1mm wall thickness and 3
nos. stainless steel hinges fixed to frame complete as per direction of
Engineer incharge
Item No. Description of Item Unit Labour Material Labour & Cement Refrence
Cost (Rs.) Cost (Rs.) Material Qty. (qtl.)
Cost (Rs.)

078280 Providing and fixing factory made UPVC door frame made of uPVC
extruded section having an overall dimension as below (tolerance
±1mm) with wall thickness 2mm ± 0.2mm, corners of door frame to be
mitred and welded of plastic, galvanized brackets and stainless steel
screws. Hinge side vertical of frames reinforced by galvanized MS
tube of size 19mmx19mm and 1mm ± 0.1mm wall thickness and 3
nos. stainless steel hinges fixed to frame complete as per direction of
Engineer incharge.

078281 Extruded section profile size 48mm x40 mm R metre 37.02 159.13 196.15
078282 Extruded section profile size 42mm x50 mm R metre 29.85 173.06 202.91
078290 Supplying, providing and fixing white colour Double lipped solid PVC RM 38.07 701.59 739.66
window frame of size 42 mm x 115 mm consisting of frame made of
M.S. Tube of 19 gauge of size 15 mm x 15 mm and solid PVC section
made from 4 mm thick (3.75 mm PVC foam sheet laminated with 0.25
mm rigid PVC sheet) suitably joined using PVC solvent cement so as
to fix in walls using hold fasts. M.S. Window grill should be fixed
suitably with sold PVC sections mitred cut on corners complete as per
directions of Engineer Incharge

078291 Supplying, providing and fixing white colour Single lipped solid PVC RM 40.12 348.45 388.57
window frame of size 50 mm x 35 mm consisting of frame made of
M.S. Tube of 19 gauge of size 15 mm x 15 mm and solid PVC section
made from 4 mm thick (3.75 mm PVC foam sheet laminated with 0.25
mm rigid PVC sheet) suitably joined using PVC solvent cement so as
to fix in walls using hold fasts. M.S. Window grill should be fixed
suitably with sold PVC sections mitred cut on corners complete as per
directions of Engineer Incharge

078300 Supplying, providing and fixing 25 mm thick factory made white colour sqm 290.38 2306.69 2597.07
rigid glazed/wire gauge/PVC sheet PVC window shutter consisting of
frame made of M.S.tube of 19 mm gauge of size 15 mm x 15mm for
style, top and bottem rails. M.S. frame shall have a coat of steel
primer - M.S. frame shall be covered with 4 mm (3.75 mm PVC foam
sheet laminated with 0.25 mm rigid PVC sheet) thick white colour
moulded PVC C channel of size 50 mm x 25 x 50 mm of window
shutter forming style pand rails filled with 4 mm thick galss panes/wire
gauge/PVC sheet in clear space available between style and rails
using PVC beeding of size 23 mm x 16 mm complete as per direction
of Engineer Incharge (glass pane/wire gauge/PVC sheet to be paid
extra)
Item No. Description of Item Unit Labour Material Labour & Cement Refrence
Cost (Rs.) Cost (Rs.) Material Qty. (qtl.)
Cost (Rs.)

078310 Providing and fixing of fibre glass reinforced plastic (FRP) door RM 37.02 462.28 499.30
frames of three legged of cross-section 90 mm x 45 mm having
single rebate of 32 mm x 15 mm to receive shutter of 30 mm
thickness. The laminate door frame moulded with fire retardant grade
unsaturated polyester resin and chopped mat. Door frame laminate
shall be 2 mm thick and shall be filled with suitable wooden block in
all the three legs. The frame shall be covered with fibre glass from all
sides. M.S. stay shall be provided at the bottom to ready the frame

078320 Providing and fixing 30 mm thick glass fibre reinforced (FRP) Sqm 130.37 2613.38 2743.75
panelled door shutter of required colour and approved brand and
manufacture, made with fire retardant grade unsaturated polyester
resin, moulded to 3 mm thick FRP laminate for farming hollow rails
and styles, with wooden frame and suitable blocks of seasoned wood
inside at required places for fixing of fittings, cast monolithically with 5
mm thick FRP laminate for panels and conforming to (IS:14856-
2000) complete work

078330 Providing and fixing 30 mm thick fibre glass reinforced (FRP) flush Sqm 130.37 2961.83 3092.20
door shutter in different plain and wood finish made with fire retardant
grade unsaturated polyester resin moulded to 3 mm thick FRP
laminate all around, with suitable wooden blocks inside at required
places for fixing of fittings and Ployurethane Foam (PUF)
/Polystryrene foam to be used as filler material throughout the hollow
panel, casted monolithically with test parameters of F.R.P. laminate
conforming to Table 3 of IS 14856:2000, complete as per directions
of Engineer Incharge

078340 Providing & fixing in position concealed GI section for wall panelling
using Board of required thickness, fixed on the 'W' profile (0.55mm
thick) having a knurled web of 51.55mm and two flanges of 26mm
each with lips of 10.55mm placed at 610mm c/c in perimeter channel,
having one flange of 20mm and another flange of 30mm with
thickness of 0.55mm and web of length 27mm. Perimeter channel is
fixed on the floor and the ceiling with nylon sleeves at 610mm c/c with
fully threaded self-tapping dry wall screws. Board is fixed to 'W' profile
with 25mm countersunk ribbed head-screws at 200mm c/c, all
complete as per drawing & directions of engineer-in-charge. Joints of
boards are finished with specially formulated jointing compound and
48mm wide jointing tape to provide seamless finish
Item No. Description of Item Unit Labour Material Labour & Cement Refrence
Cost (Rs.) Cost (Rs.) Material Qty. (qtl.)
Cost (Rs.)

078341 8mm thick non-asbestos multipurpose cement board, reinforced with Sqm 139.21 547.97 687.19
cellulose fibre manufactured through auto-claving process (high
pressure steam-cured) as per IS:14862 with suitable fibre cement
screw
 Chapter-10 : Roofs Ceiling

CHAPTER - 10 : ROOFS AND CEILING

R
Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
C G S SHEET ROOFING
101010 Providing corrugated G.S. sheet roofing, including vertical/curved
surface, fixed with polymer coated J or L hooks, bolts and nuts
8mm diameter with bitumen and G.I. limpet washers or with G.I.
limpet washers filled with white lead and including a coat of
approved steel primer and two coats of approved paint on
overlapping of sheets complete (upto any pitch in horizontal/vertical
or curved surfaces) excluding the cost of purlins, rafters and
trusses and including cutting to size and shape wherever required

D101011 1.00mm thick with zinc coating not less than 275gm/ sqm
S
R Detail of cost for area of roof
1 2x18.09x5.1=184.518 sqm
Materials
C.G.S.Sheet 2x27=54nos (2.5mx0.9m) @ 19.35kg .each quintal 3050 3830.00 23.26 89085.80
=1044.90 kg 2x27=54 nos. of size. 2.8X0.9@21.67 kg each
=1170.18 kg Total=2215.08 kg .Add wastage @ 5%=110.75
Grand Total=2325.83 kg 23.26 Quintals

Carriage of C.G.S. Sheets LS 0 0.00 0.00 0.00

G.l.scam bolts and nuts 60 cm center to center zig zag i.e. 30 cm 10 Nos. 1022 12.00 88.40 1060.80
center to center straight . Breadth is 5.1 metre No. of bolts in one
lap=5.1/0.3=17 nos. 2x26 lapsx17 nos.=884 nos
G.I. j or L hooks 8 mm dia( No. of purlins to be used 5 on either 10 Nos. 1023 68.00 81.00 5508.00
side) 2x5x27(no. of sheets)x23nos of bolts in each sheet =810 nos

Limpet washers (total of seam and j bolts)884+810=1694 100 Nos. 1207 28.00 16.94 474.32
Bitumen washer 100 Nos. 1208 25.00 16.94 423.50
Carriage of bolts and washers etc. Lumpsu 9999 1.00 0.00 0.00
m
Sundries Lumpsu 9999 1.00 53.82 53.82
m
Labour:
Mistry each 0130 158.00 1.30 205.40

Page 35
 Chapter-10 : Roofs Ceiling

R
Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Carpenter 2nd class each 0112 158.00 15.50 2449.00
Beldar each 0114 152.00 15.50 2356.00
Red oxide Zinc chromate primer litre 4202 80.00 2.53 202.40
Carriage of materials Lumpsu 9999 1.00 0.52 0.52
m
Painter each 0131 158.00 1.13 178.54
Coolie each 0115 152.00 1.13 171.76
Brushes,sand papers i/c sundries Lumpsu 9999 1.00 50.57 50.57
m
Ready mixed paint on new work paint litre 0845 120.00 3.75 450.00
Carriage of paint Lumpsu 9999 1.00 0.00 0.00
m
Painter Day 0131 158.00 2.53 399.74
Coolie Day 0115 152.00 2.53 384.56
Brushes,sand papers Lumpsu 9999 1.00 31.98 31.98
m
Sundries Lumpsu 9999 1.00 38.09 38.09
m
6918.56 96606.24
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 69.19 966.06
m
6987.75 97572.30
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 1048.16 14635.85
m
Cost of 184.518 sqm 8035.91 112208.15
Cost of 1 sqm Sqm 43.55 608.11
D101012 0.80mm thick with zinc coating not less than 275gm/ sqm
S
R Considering a roof with each sloping side 18.09x5.1m and the
1 slopes being flatter than 1 vertical to 2.5 horizontal

Detail of cost for area of roof

2x18.09x5.1=184.518 sqm
Detail of length and breath
Length :- 26 lapsx0.135 each lap=3.51
Width of Corrugator sheet with 10 corrugation measured end to
end=0.8 metres 27nos. Of sheetsx0.80 width of sheet=21.60 length
Less lap=3.51 Length=18.09
Breadth of one side-
C.G.S.Sheet 1 No. of =2.5 metres length

Page 36
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R
Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
C.G.S.Sheet 1 No. of =2.8 metres length Total=5.3 metres
Deduct end lap of 20 cm =0.2 metres breadth =5.1m
Materials
C.G.I.Sheet.8 mm thick 2x27=54nos @ 15.82kg .each =854.38 kg quintal 3050 3830.00 19.02 72846.60
" X" 2.5mx0.9m is the size of the plain G.I. Sheet which on being
corrugated will become 2.5mx0.8m (The size of the plain sheet is
taken because the weight is available only of plain sheets)Refer
I.S.Code 277-1962 2x27=54 nos. of size. 2.8X0.9@17.72 kg each
=956.8 kg -"Y" Totalof X+Y =1811.16 kg .Add wastage @
5%=90.56 kg Grand total=1901.72 kg or 19.02 q

Carriage of sheets LS 0 0.00 0.00 0.00

G.l.seam bolts and nuts 60 cm center to center zig zag i.e. 30 cm 10 Nos. 1022 12.00 88.40 1060.80
center to center straight . No. of bolts in one lap=5.1/0.3=17 nos.
2x26 lapsx17 nos.=884 nos

G.I. j or L hooks 8 mm dia( No. of purlins to be used 5 on either 10 Nos. 1023 68.00 81.00 5508.00
side) 2x5x27(no. of sheets)x23nos of bolts in each sheet =810 nos

Limpet washers (total of seam and j bolts)884+810=1694 100 Nos. 1207 28.00 16.94 474.32
Bitumen washer 100 Nos. 1208 25.00 16.94 423.50
Carriage of bolts and washers etc. Lumpsu 9999 1.00 0.00 0.00
m
Sundries Lumpsu 9999 1.00 53.82 53.82
m
Labour:
Mistry Day 0130 158.00 1.30 205.40
Carpenter 2nd class Day 0112 158.00 15.50 2449.00
Beldar Day 0114 152.00 15.50 2356.00
Red oxide Zinc chromate primer litre 4202 80.00 2.53 202.40
Carriage of materials Lumpsu 9999 1.00 0.52 0.52
m
Painter Day 0131 158.00 1.13 178.54
Coolie Day 0115 152.00 1.13 171.76
Brushes,sand papers i/c sundries Lumpsu 9999 1.00 19.45 19.45
m
Ready mixed paint on new work paint litre 0845 120.00 3.75 450.00
Carriage of paint Lumpsu 9999 1.00 0.00 0.00
m

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R
Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Painter Day 0131 158.00 2.53 399.74
Coolie Day 0115 152.00 2.53 384.56
Brushes,sand papers Lumpsu 9999 1.00 31.98 31.98
m
Sundries Lumpsu 9999 1.00 38.09 38.09
m
6887.44 80367.04
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 68.87 803.67
m
6956.31 81170.71
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 1043.45 12175.61
m
Cost of 184.518 sqm 7999.76 93346.32
Cost of 1 sqm Sqm 43.35 505.89
D101013 0.63mm thick with zinc coating not less than 275gm/ sqm
S
R Detail of cost for area of roof
1 2x18.09x5.1=184.518 sqm
Materials
C.G.S.Sheet 2x27=54nos of size (2.5mx0.9m) @ 12.82kg .each quintal 3050 3830.00 15.41 59020.30
=692.28 kg "L" 2x27=54 nos. of size. 2.8X0.9@ 14.38 kg each
=775.44 kg "M" Total L+M=1467.72 kg .Add wastage @ 5%=73.39
Grand Total=1541.11 kg 15.41 Quintals

Carriage of C.G.I.sheets LS 0 0.00 0.00 0.00

G.l.scam bolts and nuts 60 cm center to center zig zag i.e. 30 cm 10 Nos. 1022 12.00 88.40 1060.80
center to center straight . Breadth is 5.1 metre No. of bolts in one
lap=5.1/0.3=17 nos. 2x26 lapsx17 nos.=884 nos

G.I. j or L hooks 8 mm dia( No. of purlins to be used 5 on either 10 Nos. 1023 68.00 81.00 5508.00
side) 2x5x27(no. of sheets)x23nos of bolts in each sheet =810 nos

Limpet washers (total of seam and j bolts)884+810=1694 100 Nos. 1207 28.00 16.94 474.32
Bitumen washer 100 Nos. 1208 25.00 16.94 423.50
Carriage of bolts and washers etc. Lumpsu 9999 1.00 0.00 0.00
m
Sundries Lumpsu 9999 1.00 139.93 53.82
m
Labour:
Mistry Day 0130 158.00 1.30 205.40

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R
Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Carpenter 2nd class Day 0112 158.00 15.50 2449.00
Beldar Day 0114 152.00 15.50 2356.00
Chromate yellow primer litre 4202 80.00 2.53 202.40
Carriage of materials Lumpsu 9999 1.00 0.52 0.52
m
Painter Day 0131 158.00 1.13 178.54
Coolie Day 0115 152.00 1.13 171.76
Brushes,sand papers i/c sundries Lumpsu 9999 1.00 50.57 50.57
m
Ready mixed paint on new work paint litre 0845 120.00 3.75 450.00
Carriage of paint Lumpsu 9999 1.00 0.00 0.00
m
Painter Day 0131 158.00 2.53 399.74
Coolie Day 0115 152.00 2.53 384.56
Brushes,sand papers Lumpsu 9999 1.00 31.98 31.98
m
Sundries (no rates reqd.) Lumpsu 9999 1.00 38.09 38.09
m
6918.56 66540.74
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 69.19 665.41
m
6987.75 67206.15
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 1048.16 10080.92
m
Cost of 184.518 sqm 8035.91 77287.07
Cost of 1 sqm Sqm 43.55 418.86
101020 Extra for straight cutting in C.G.S. sheet roofing for making opening
of area exceeding 0.4sqdm for chimney stacks, sky light etc.

D101021 1.00mm thick

S
R Detail of cost for 3.00 metres periphery
1 Labour:
Blacksmith 1st class Day 0102 168.00 0.15 25.20
Beldar Day 0114 152.00 0.15 22.80
48.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.48
m
48.48

Page 39
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R
Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 7.27
m
Cost of 3.00 metres 55.75
Cost of 1 metres metre 18.58
D101022 0.80mm thick
S
R Detail of cost for 3.00 metres periphery
1 Labour:
Blacksmith 1st class Day 0102 168.00 0.12 20.16
Beldar Day 0114 152.00 0.12 18.24
38.40
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.38
m
38.78
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 5.82
m
Cost of 3.00 metres 44.60
Cost of 1 metres metre 14.87
D101023 0.63mm thick
S
R Detail of cost for 3.00 metres periphery
1 Labour:
Blacksmith 1st class Day 0102 168.00 0.12 20.16
Beldar Day 0114 152.00 0.12 18.24
38.40
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.38
m
38.78
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 5.82
m
Cost of 3.00 metres 44.60
Cost of 1 metres metre 14.87
101030 Extra for circular cutting in C.G.S. sheet roofing for making opening
of area exceeding 40 sqdm
D101031 1.00mm thick
S
R Detail of cost for 15.71 metres periphery
1 Labour:
Blacksmith 1st class Day 0102 168.00 3.13 525.84

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R
Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Beldar Day 0114 152.00 6.26 951.52
1477.36
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 14.77
m
1492.13
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 223.82
m
Cost of 15.71 metres 1715.95
Cost of 1 metres metre 109.23
D101032 0.80mm thick
S
R Detail of cost for 15.71 metres periphery
1 Labour:
Blacksmith 1st class Day 0102 168.00 2.50 420.00
Beldar Day 0114 152.00 5.00 760.00
1180.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 11.80
m
1191.80
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 178.77
m
Cost of 15.71 metres 1370.57
Cost of 1 metres metre 87.24
D101033 0.63mm thick
S
R Detail of cost for 15.71 metres periphery
1 Labour:
Blacksmith 1st class Day 0102 168.00 2.50 420.00
Beldar Day 0114 152.00 5.00 760.00
1180.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 11.80
m
1191.80
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 178.77
m
Cost of 15.71 metres 1370.57
Cost of 1 metres metre 87.24

Page 41
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R
Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
101040 Providing ridges or hips of width 60cm overall width plain G.S.
sheet fixed with polymer coated J or L hooks, bolts and nuts 8mm
dia. G.I. limpet and bitumen washers complete

D101041 0.80mm thick with zinc coating not less than 275gm/ sqm
S
R Consider the length of ridge 10.35 meters.Thr ridge will be made
1 out of plain G.I.Sheets 0.9mx1.8m. Three pieces will be 0.9 m long
and 0.60 m wide overlapping 22.5 cm

Materials
G.I.plain sheet 0.80 thick. 1.80x0.90m size 5 nos@11.39 kg. sheet quintal 0992 4450.00 0.58 2581.00
=56.95 kg.Add 2% wastage =1.14 kg =58.09 kg or 0.58 q
Carriage of sheets LS 0 0.00 0.00 0.00
G.I.seam bolts and nuts-25mmx6mm(There are 14 joints) 10 Nos 0222 37.00 2.80 103.60
2x14=28
G.I. plain washer for seam bolts 100 Nos. 1211 23.00 0.28 6.44
Bitumen washer 100 Nos. 1208 25.00 0.28 7.00
Carriage of seam bolts and washers Lumpsu 9999 1.00 0.00 0.00
m
Sundries (no rates reqd.) Lumpsu 9999 1.00 13.52 13.52
m
Labour:
Mistry Day 0130 158.00 0.40 63.20
Blacksmith 1st class Day 0102 168.00 1.20 201.60
Blacksmith 2nd class Day 0103 158.00 0.80 126.40
Beldar Day 0114 152.00 2.40 364.80
756.00 2711.56
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 7.56 27.12
m
763.56 2738.68
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 114.53 410.80
m
Cost of 10.350 metres 878.09 3149.48
Cost of 1 metres metre 84.84 304.30
D101042 0.63mm thick with zinc coating not less than 275gm/ sqm
S
R Detail of cost for 10.35 metre long ridge.G.I.plain sheet 0.63 mm quintal 0992 4450.00 0.47 2091.50
1 thick 1.8x0.9m size 5 nos.@9.23 kg per sheet=46.15 kg Add 2%
wastage=0.92 kg 47.07 kg Say 47 kg

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R
Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Carriage of G.I.sheets LS 0 0.00 0.00 0.00
G.I.seam bolts and nuts-25mmx6mm(There are 14 joints) 10 Nos 0222 37.00 2.80 103.60
2x14=28
G.I. plain washer for seam bolts 100 Nos. 1211 23.00 0.28 6.44

Bitumen washer 100 Nos. 1208 25.00 0.28 7.00

Carriage of seam bolts and washers Lumpsu 9999 1.00 0.00 0.00
m
Sundries (no rates reqd.) Lumpsu 9999 1.00 13.52 13.52
m
Labour:
Mistry Day 0130 158.00 0.40 63.20
Blacksmith 1st class Day 0102 168.00 1.20 201.60
Blacksmith 2nd class Day 0103 158.00 0.80 126.40
Beldar Day 0114 152.00 2.40 364.80
756.00 2222.06
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 7.56 22.22
m
763.56 2244.28
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 114.53 336.64
m
Cost of 10.350 metres 878.09 2580.92
Cost of 1 metres metre 84.84 249.36
101050 Providing valleys 90cm wide overall in plain G.S. sheet fixed with
polymer coated J or L hooks, bolts and nuts 8mm dia. G.I. limpet
and bitumen washers complete

D101051 1.60 mm thick with zinc coating not less than 350gm/ sqm
S
R Details of cost for 9.325 m
1 Materials
G.I.plain sheet 2.50x0.90m 4 nos @ 29.95 kg./ sheet =119.80 quintal 0992 4450.00 1.22 5437.90
kg.Add 2% wastage =2.40 kg =122.20 kg or 1.222 q
Carriage of sheets LS 0 0.00 0.00 0.00
G.I.seam bolts and nuts-25mmx6mm @ 4bolts at one jiont 4x3=12 10 Nos 0222 37.00 1.20 44.40

G.I. plain washer for seam bolts 100 Nos. 1211 23.00 0.12 2.76
Bitumen washer 100 Nos. 1208 25.00 0.12 3.00

Page 43
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R
Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Carriage of nuts bolts and washers etc. Lumpsu 9999 1.00 0.00 0.00
m
Sundries (no rates reqd.) Lumpsu 9999 1.00 13.52 13.52
m
Labour:
Mistry Day 0130 158.00 0.40 63.20
Blacksmith 1st class Day 0102 168.00 1.20 201.60
Blacksmith 2nd class Day 0103 158.00 0.80 126.40
Beldar Day 0114 152.00 2.40 364.80
756.00 5501.58
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 7.56 55.02
m
763.56 5556.60
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 114.53 833.49
m
Cost of 9.3250 metres 878.09 6390.09
Cost of 1 metres metre 94.17 685.26
101052 1.00 mm thick with zinc coating not less than 350gm/ sqm

Details of cost for 9.325 m

Materials
G.I.plain sheet 2.50x0.90m 4 nos @ 18.72 kg./ sheet =74.88 quintal 0992 4450.00 0.76 3398.91
kg.Add 2% wastage =1.50 kg =76.38 kg or .7638 q
Carriage of sheets LS 0 0.00 0.00 0.00
G.I.seam bolts and nuts-25mmx6mm @ 4bolts at one jiont 4x3=12 10 Nos 0222 37.00 1.20 44.40

G.I. plain washer for seam bolts 100 Nos. 1211 23.00 0.12 2.76
Bitumen washer 100 Nos. 1208 25.00 0.12 3.00
Carriage of nuts bolts and washers etc. Lumpsu 9999 1.00 0.00 0.00
m
Sundries Lumpsu 9999 1.00 13.52 13.52
m
Labour:
Mistry Day 0130 158.00 0.40 63.20
Blacksmith 1st class Day 0102 168.00 1.20 201.60
Blacksmith 2nd class Day 0103 158.00 0.80 126.40
Beldar Day 0114 152.00 2.00 304.00
695.20 3462.59

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R
Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 6.95 34.63
m
702.15 3497.22
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 105.32 524.58
m
Cost of 9.3250 metres 807.47 4021.80
Cost of 1 metres metre 86.59 431.29
101060 Providing flashing of 40cm overall width in plain, G.S. sheet,
D 1.00mm thick with zinc coating not less than 275gm/ sqm., fixed
S with polymer coated J or L hooks, bolts and nuts, G,I, limpet and
R bitumen washer complete, bent to shape and fixed in wall with
1 cement mortar 1:3 (1cement: 3coarse sand)
2
.
Details of cost for 12.125m
Consider a length of flashong 12.125 metres
Materials
G.I.plain sheet 1.25mm thick. 3.2x0.75m size 2 nos @20.64 kg. = quintal 0992 4450.00 0.42 1873.90
41.28 kg.Add 2% wastage =0.83 kg = 42.11 kg or 0.4211 q
Carriage of sheets LS 0 0.00 0.00 0.00
G.I.seam bolts and nuts-25mmx6mm @ 2bolts at per joint 10 Nos 0222 37.00 0.60 22.20
G.I. Limpet washer 100 Nos. 1207 28.00 0.06 1.68
Bitumen washer 100 Nos. 1208 25.00 0.06 1.50
Carriage G.I. Seam bolts and washers Lumpsu 9999 1.00 0.00 0.00
m
Sundries (no rates reqd.) Lumpsu 9999 1.00 10.79 10.79
m
Labour:
Mistry Day 0130 158.00 0.50 79.00
Blacksmith 1st class Day 0102 168.00 1.48 248.64
Blacksmith 2nd class Day 0103 158.00 1.00 158.00
Beldar Day 0114 152.00 3.00 456.00
941.64 1910.07
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 9.42 19.10
m
951.06 1929.17
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 142.66 289.37
m
Cost of 12.125 metres 1093.71 2218.54
Cost of 1 metres metre 90.20 182.97

Page 45
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R
Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
101070 Providing and fixing 15cm wide 45cm over all semi circular plain
G.S. sheet gutter with iron brackets 40x3mm size, bolts, nuts and
washers etc. including making necessary connections with rain
water pipes complete

D101071 0.80mm thick with zinc coating not less than 275gm/ sqm
S
R Consider a length of 9.04 m
1 Materials
Consider a length of 9.04 m Sheet used =2.50x0.90 m=2 nos quintal 0992 4450.00 0.32 1407.98
wt=2x15.82=31.64 kg=0.3164 q

Carriage of sheets LS 0 0.00 0.00 0.00

Flats up to 10 mm in thickness quintal 1008 3300.00 0.07 247.17
Galvanised steel bolts & nuts 6mm dia and 25mm long round head 10 Nos. 1022 12.00 2.00 24.00
with slots
Galvanised steel bolts & nuts 10 mm dia and 125 mm long round Each 1024 9.50 30.00 285.00
head with slots
G.I. plain washer thin 100 Nos. 1210 27.50 0.70 19.25
Bitumen washer 100 Nos. 1208 25.00 0.40 10.00
Carriage G.I. Seam bolts and washers Lumpsu 9999 1.00 0.00 0.00
m
Sundries (no rates reqd.) Lumpsu 9999 1.00 5.33 5.33
m
Labour:
Blacksmith 1st class Day 0102 168.00 0.50 84.00
Beldar Day 0114 152.00 0.50 76.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 12.61 12.61
m
Mistry Day 0130 158.00 0.28 44.24
Blacksmith 1st class Day 0102 168.00 0.84 141.12
Carpenter 2nd class Day 0112 158.00 0.62 97.96
Beldar Day 0114 152.00 1.68 255.36
711.29 1998.73
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 7.11 19.99
m
718.40 2018.72
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 107.76 302.81
m

Page 46
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R
Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Cost of 9.0400 metres 826.16 2321.52
Cost of 1 metres metre 91.39 256.81
D101072 0.63mm thick with zinc coating not less than 275gm/ sqm
S
R Consider a length of 9.04 m
1 Materials
Consider a length of 9.04 m Sheet used =2.50x0.90 m=2 nos wt of quintal 0992 4450.00 0.24 1051.98
sheet=2x11.82=23.64 kg=0.2364 q
Carriage of sheets LS 0 0.00 0.00 0.00
Flats up to 10 mm in thickness quintal 1008 3300.00 0.07 247.17
Galvanised steel bolts & nuts 6mm dia and 25mm long round head 10 Nos. 1022 12.00 2.00 24.00
with slots
Galvanised steel bolts & nuts 10 mm dia and 125 mm long round Each 1024 9.50 30.00 285.00
head with slots
G.I. plain washer thin 100 Nos. 1210 27.50 0.70 19.25
Bitumen washer 100 Nos. 1208 25.00 0.40 10.00
Carriage G.I. Seam bolts and washers Lumpsu 9999 1.00 0.00 0.00
m
Sundries (no rates reqd.) Lumpsu 9999 1.00 5.33 5.33
m
Labour:
Blacksmith 1st class Day 0102 168.00 0.50 84.00
Beldar Day 0114 152.00 0.50 76.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 12.61 12.61
m
Mistry Day 0130 158.00 0.28 44.24
Blacksmith 1st class Day 0102 168.00 0.84 141.12
Carpenter 2nd class Day 0112 158.00 0.62 97.96
Beldar Day 0114 152.00 1.68 255.36
711.29 1642.73
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 7.11 16.43
m
718.40 1659.16
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 107.76 248.87
m
Cost of 9.0400 metres 826.16 1908.03
Cost of 1 metres metre 91.39 211.07

Page 47
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R
Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
D101080 Supply & installation of precoated galvanized iron profile sheets
S (size, shape and pitch of corrugation as approved by Engineer-in-
R charge) 0.50mm +/- 5% total coated thickness (TCT) thick Zinc
1 coating 120gsm as per IS:277 in 240mpa steel grade, 5-7microns
2 epoxy primer on both side of the sheet and polyester top coat 15-
. 18 microns. Sheet should have protective guard film of 25 microns
5 minimum to avoid scratches while transportation and should be
0 supplied in single length upto 12 metre or as desired by Engineer-
in-charge. The sheet shall be fixed using self drilling / self tapping
screws of size (5.5 x 55mm) with EPDM seal or with polymer
coated J or L hooks, bolts and nuts 8mm diameter with bitumen
and G.I. limpet washers or with G.I. limpet washers filled with white
lead complete upto any pitch in horizontal/vertical or curved
surfaces excluding the cost of purlins, rafters and trusses and
including cutting to size and shape wherever required

Details of cost of 216.14 sqm.

Materials
Consider a shed of 20x10 metres.(External dimensions of
plinth).Area of roof-20.2xl0.70m = 216.14 sqm. Materials: Sheets
used =20nos.xl0.70mxl.06m=226.84sqm
Add 3% wastage = 6.81= 233.65sqm.

Precoated galvanised iron profile sheet 0.50 mm TCT Sqm 8671 345.00 233.65 80609.25

Carriage of sheets Lumpsu 9999 1.00 0.00 0.00

m
Galvanised steel 'J' or 'L' hooks 8 mm dia 10 Nos. 1023 68.00 47.60 3236.80
Bitumen washer 100 Nos. 1208 25.00 4.76 119.00
G.I. plain washer thick 100 Nos. 1209 36.00 4.76 171.36
Carriage of bolts and nuts, washers etc. Lumpsu 9999 1.00 0.00 0.00
m
Sundries (no rates reqd.) Lumpsu 9999 1.00 39.52 39.52
m
Labour:
Mistry Day 0130 158.00 2.34 369.72
Carpenter 2nd class Day 0112 158.00 9.34 1475.72

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R
Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Beldar Day 0114 152.00 9.34 1419.68
3265.12 84175.93
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 32.65 841.76
m
3297.77 85017.69
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 494.67 12752.65
m
Cost of 216.14 Sqm 3792.44 97770.34
Cost of 1 Sqm Sqm 17.55 452.35
D101090 Providing and fixing precoated galvanised steel sheet roofing
S accessories 0.50mm +/- 5% total coated thickness (TCT) thick Zinc
R coating 120 gsm as per IS:277 in 240mpa steel grade, 5-7 microns
1 epoxy primer on both side of the sheet and polyester top coat 15-
2 18 microns using self drilling/self tapping screws or with polymer
. coated J or L hooks, bolts and nuts and or G.I. seam bolts and
5 nuts, G.I. plain and bitumen washers complete :
1

D101091 Ridges plain (500-600mm)

S
R Details of cost of 20.20 metre
1 Materials
One piece plain ridges
Consider a shed of 20x10m (external dimensions at plinth).
Length of ridges 20.2 metre + 5% wastage=23.11 metre.

Precoated galvanised steel plain ridges metre 8672 200.00 23.11 4622.00
Carriage (The ridge is to be fixed with the Lumpsu 9999 1.00 0.00 0.00
same hooks as the Sheets) m
Sundries (no rates reqd.) Lumpsu 9999 1.00 6.76 6.76
m
Labour:
Mistry Day 0130 158.00 0.14 22.12
Carpenter 2nd class Day 0112 158.00 0.55 86.90
Beldar Day 0114 152.00 1.64 249.28
358.30 4628.76
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 3.58 46.29
m
361.88 4675.05

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 54.28 701.26
m
Cost of 20.20 metres 416.17 5376.30
Cost of 1 metres metre 20.60 266.15
D101092 Flashings/Aprons.(Upto 600mm)
S
R Details of cost of 20.20 metre
1 Materials
Precoated galvanised steel flashings/aprons. =
20.20 + 5% wastage = 23.11 metre
Precoated galvanised steel flashings/aprons metre 8673 200.00 23.11 4622.00
Carriage (The ridge is to be fixed with the Lumpsu 9999 1.00 0.00 0.00
same hooks as the Sheets) m
Sundries (no rates reqd.) Lumpsu 9999 1.00 3.25 3.25
m
Labour:
Mistry metre 0226 386.84 0.07 27.08
Carpenter 2nd class Day 0133 158.00 0.28 44.24
Beldar Day 0135 158.00 0.82 129.56
200.88 4625.25
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.01 46.25
m
202.89 4671.50
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 30.43 700.73
m
Cost of 20.20 metres 233.32 5372.23
Cost of 1 metres metre 11.55 265.95
D101093 North light curves
S
R Details of cost of 20.20 metre long
1 Materials
Precoated galvanised steel flashings/aprons. =
20.20 + 5% wastage = 23.11 metre
Precoated galvanised steel north light curves metre 8675 230.00 23.11 5315.30
Galvanised steel 'J' or 'L' hooks 8 mm dia 10 Nos. 1023 68.00 4.00 272.00
G.I. plain washer thick 100 Nos. 1209 36.00 0.40 14.40
Bitumen washer 100 Nos. 1208 25.00 0.40 10.00
Carriage of hooks, nuts, washers and curves Lumpsu 9999 1.00 0.00 0.00
m

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Sundries (no rates reqd.) Lumpsu 9999 1.00 6.24 6.24
m
Labour:
Mistry Day 0130 158.00 0.10 15.80
Carpenter 2nd class Day 0112 158.00 0.30 47.40
Beldar Day 0114 152.00 1.00 152.00
215.20 5617.94
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.15 56.18
m
217.35 5674.12
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 32.60 851.12
m
Cost of 20.20 metres 249.95 6525.24
Cost of 1 metres metre 12.37 323.03
D101094 Barge board (Upto 300mm)
S
R Details of cost of 8.23 metre
1 Materials
Completed length of barge boards = 8.23 +
5% wastage = 8.64 metre
Precoated galvanised steel barge board metre 8676 230.00 8.64 1987.20
Seam bolts and nuts 6 mm dia and 25 mm long 10 Nos 0222 37.00 0.50 18.50
G.I. plain washer for seam bolts 100 Nos. 1211 23.00 0.10 2.30
Bitumen washer 100 Nos. 1208 25.00 0.05 1.25

Carriage of hooks, nuts, washers and curves Lumpsu 9999 1.00 0.00 0.00
m
Sundries (no rates reqd.) Lumpsu 9999 1.00 6.76 6.76
m
Labour:
Mistry Day 0130 158.00 0.04 6.32
Carpenter 2nd class Day 0112 158.00 0.06 9.48
Beldar Day 0114 152.00 0.40 60.80
76.60 2016.01
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.77 20.16
m
77.37 2036.17
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 11.60 305.43
m

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Cost of 20.20 metres 88.97 2341.60
Cost of 1 metres metre 10.81 284.52
D101095 Crimp curve
S
R Details of cost of 20.20 metre long
1 Materials
Area 20.20x1.06=21.412.Add
5% wastage = 22.483 sqm
Precoated galvanised steel crimp curve Sqm 8677 25.92 22.48 582.76
Galvanised steel 'J' or 'L' hooks 8 mm dia 10 Nos. 1023 68.00 4.00 272.00
G.I. plain washer thick 100 Nos. 1209 36.00 0.40 14.40
Bitumen washer 100 Nos. 1208 25.00 0.40 10.00
Carriage of hooks, nuts, washers and curves Lumpsu 9999 1.00 0.00 0.00
m
Sundries (no rates reqd.) Lumpsu 9999 1.00 6.24 6.24
m
Labour:
Mistry Day 0130 158.00 0.10 15.80
Carpenter 2nd class Day 0112 158.00 0.30 47.40
Beldar Day 0114 152.00 1.00 152.00
215.20 885.40
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.15 8.85
m
217.35 894.25
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 32.60 134.14
m
Cost of 20.20 metres 249.95 1028.39
Cost of 1 metres metre 11.67 48.03
D101096 Gutter (600mm over all girth)
S
R Details of cost of 10 metre
1 Materials
0.63mm thick with zinc coating not less than
275gm/sqm Consider a length of 10.00m
Sheet used = 10x1.06m x 0.60 = 6.36 sqm.= 6.36 metre
Precoated galvanised steel gutter metre 8674 230.00 10.00 2300.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.04 1.04
m
Flats up to 10 mm in thickness quintal 1008 3300.00 0.07 247.17

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Galvanised steel bolts & nuts 6mm dia and 25mm long round head 10 Nos. 1022 12.00 2.00 24.00
with slots
Galvanised steel bolts & nuts 10 mm dia and 125 mm long round Each 1024 9.50 30.00 285.00
head with slots
G.I. plain washer thin 100 Nos. 1210 27.50 0.70 19.25
Bitumen washer 100 Nos. 1208 25.00 0.40 10.00

Carriage of hooks, nuts, washers and curves Lumpsu 9999 1.00 0.00 0.00
m
Sundries (no rates reqd.) Lumpsu 9999 1.00 2.73 2.73
m
Labour:
Blacksmith 1st class Day 0102 168.00 0.50 84.00
Beldar Day 0114 152.00 0.50 76.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 12.61 12.61
m
Mistry Day 0130 158.00 0.28 44.24
Blacksmith 1st class Day 0102 168.00 0.84 141.12
Carpenter 2nd class Day 0112 158.00 0.62 97.96
Beldar Day 0114 152.00 1.68 255.36
711.29 2889.19
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 7.11 28.89
m
718.40 2918.08
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 107.76 437.71
m
Cost of 20.20 metres 826.16 3355.79
Cost of 1 metres metre 82.62 335.58

A.C. SHEET ROOFING & A.C. Accessories

D102010 Providing and fixing asbestos cement 6 mm thick corrugated / semi

S corrugated sheet roofing upto any pitch and fixing with polymer
R coated J or L hooks, bolts and nuts 8mm dia. G.I. plain and
1 bitumen washers complete excluding the cost of purlins, rafters
2 and trusses :
.
Consider a shed of 20x10 metres (External dimensions of plinth)
Area of roof : 20.2x10.70m = 216.14 sqm

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R
Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Materials
Sheet used =2x20nosx3.00mx1.05m=126.00sqm Sqm 0200 140.00 237.93 33310.20
2x20nosx2.50mx1.05m=105.00sqm Total=231.00 sqm Add 3%
wastage =6.93 Grand total=237.93 sqm

2x20x0.42147=1.68588 2x20x0.35123=1.4049 =3.0908 Add 3% LS 0 0.00 0.00 0.00

wastage=0.092 =3.1835 Say 3.184 t
Galvanised steel 'J' or 'L' hooks 8 mm dia 10 Nos. 1023 68.00 47.60 3236.80
Bitumen washer 100 Nos. 1208 25.00 4.76 119.00
G.I. plain washer thick 100 Nos. 1209 36.00 4.76 171.36
Carriage of nuts bolts and washers etc. Lumpsu 9999 1.00 0.00 0.00
m
Sundries (no rates reqd.) Lumpsu 9999 1.00 39.52 39.52
m
Labour:
Mistry Day 0130 158.00 2.34 369.72
Carpenter 2nd class Day 0112 158.00 9.34 1475.72
Beldar Day 0114 152.00 12.34 1875.68
3721.12 36876.88
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 37.21 368.77
m
3758.33 37245.65
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 563.75 5586.85
m
Cost of 216.14 Sqm 4322.08 42832.50
Cost of 1 Sqm Sqm 20.00 198.17
D102020 Extra for straight cutting in A.C. corrugated, semi-corrugated 6mm
S thick sheet roofing for making openings of area exceeding 40sq.
R decimeter for chimney stacks, sky lights etc.
1
Detail of cost for 3.00 metres periphery. Area of cutting
0.9mx0.6m=0.54 sqm Perimetre=3 metres
Labour:
Carpenter 1st class Day 0111 168.00 0.12 20.16
Beldar Day 0114 152.00 0.12 18.24
38.40

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R
Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.38
m
38.78
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 5.82
m
Cost of 3.00 metres 44.60
Cost of 1 metres of periphery. metre of 14.87 0.00
periphery
D102030 Extra for circular cutting in A.C. corrugated/ semi-corrugated 6mm
S thick sheet roofing for making openings of area exceeding 40 sq.
R Decimeter
1
Details of costfor 4 holesof 0.72 metre diametre I.e 9.05 metric
pheriphery
Labour:
Carpenter 1st class Day 0111 168.00 1.00 168.00
Beldar Day 0114 152.00 1.00 152.00
320.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 3.20
m
323.20
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 48.48
m
Cost of 9.05 metres 371.68
Cost of 1 metres of periphery. metre of 41.07 0.00
periphery
102040 Providing and fixing ridges and hips in asbestos cement sheet
roofing
D102041 One piece plain angular ridges
S
R Consider a shed of 20x10m( external dimension at plinth.) Length
1 of ridges 20.2 metre.
Materials
Ridge piece required each of 1.22mm length =19 nos. Add 5% Each 0207 104.00 19.95 2074.80
wastage =0.95 no.=19.95
Carriage (The ridge is to be fixed with the same hooks as the Lumpsu 9999 1.00 0.00 0.00
A.C. Sheets m
Sundries (no rates reqd.) Lumpsu 9999 1.00 6.76 6.76
m
Labour:

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R
Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Mistry Day 0130 158.00 0.14 22.12
Carpenter 2nd class Day 0112 158.00 0.55 86.90
Beldar Day 0114 152.00 1.64 249.28
358.30 2081.56
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 3.58 20.82
m
361.88 2102.38
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 54.28 315.36
m
Cost of 20.20 metres 416.17 2417.73
Cost of 1 metre metre 20.60 119.69
D102042 Serrated or plain wing adjustable ridges
S
R Consider a shed of 20x10m( external dimension at plinth.) Length
1 of ridges 20.2 metre.
Materials
Consider a shed of 20x10m( external dimension at plinth.)Ridge pair 0208 150.00 19.95 2992.50
piece required each of 1.22mm length =19 nos. Add 5% wastage
=0.95 no.=19.95
Carriage (The ridge is to be fixed with the same hooks as the Lumpsu 9999 1.00 0.00 0.00
A.C. Sheets m
Sundries (no rates reqd.) Lumpsu 9999 1.00 6.76 6.76
m
Labour:
Mistry Day 0130 158.00 0.14 22.12
Carpenter 2nd class Day 0112 158.00 0.55 86.90
Beldar Day 0114 152.00 1.64 249.28
358.30 2999.26
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 3.58 29.99
m
361.88 3029.25
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 54.28 454.39
m
Cost of 20.20 metres 416.17 3483.64
Cost of 1 metre metre 20.60 172.46
D102043 Close fitting adjustable ridges
S
Consider a shed of 20x10m( external dimension at plinth.) Length
R
of ridges 20.2 metre.
1
Materials

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R
Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
No. of Ridge pairs required of length 1.22mm each =22 nos. Add pair 0209 160.00 23.10 3696.00
5% wastage =1.10 no.=23.10 nos. (15 cm lap is taken into
consideration)
Carriage (The ridge is to be fixed with the same hooks as the Lumpsu 9999 1.00 0.00 0.00
A.C. Sheets m
Sundries (no rates reqd.) Lumpsu 9999 1.00 7.15 7.15
m
Labour:
Mistry Day 0130 158.00 0.14 22.12
Carpenter 2nd class Day 0112 158.00 0.55 86.90
Beldar Day 0114 152.00 1.64 249.28
358.30 3703.15
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 3.58 37.03
m
361.88 3740.18
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 54.28 561.03
m
Cost of 20.20 metres 416.17 4301.21
Cost of 1 metre metre 20.60 212.93
D102044 North light adjustable ridges
S
R Consider a shed with side 20 metres where the ridge is to be fixed pair 0210 140.00 19.95 2793.00
1 length of ridge=20.2 metres No. of ridge pairs required=19 nos.
Length of each ridge piece being 1.22 metre . Add 5% wastage
=0.95 no.=19.95
Carriage Lumpsu 9999 1.00 0.00 0.00
m
Sundries (no rates reqd.) Lumpsu 9999 1.00 7.15 7.15
m
Labour:
Mistry Day 0130 158.00 0.14 22.12
Carpenter 2nd class Day 0112 158.00 0.55 86.90
Beldar Day 0114 152.00 1.64 249.28
358.30 2800.15
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 3.58 28.00
m
361.88 2828.15
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 54.28 424.22
m

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R
Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Cost of 20.20 metres 416.17 3252.37
Cost of 1 metre metre 20.60 161.01
D102045 Unserrated adjustable hips
S
R Consider a shed with hip as 20.2 metres No. of hip pieces required pair 0210 140.00 19.95 2793.00
1 =19 pairs. L ength of each pair 1.22 metre . Add 5% wastage =0.95
no.=19.95

Carriage Lumpsu 9999 1.00 0.00 0.00

m
Sundries (no rates reqd.) Lumpsu 9999 1.00 6.63 6.63
m
Labour:
Mistry Day 0130 158.00 0.14 22.12
Carpenter 2nd class Day 0112 158.00 0.55 86.90
Beldar Day 0114 152.00 1.64 249.28
358.30 2799.63
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 3.58 28.00
m
361.88 2827.63
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 54.28 424.14
m
Cost of 20.20 metres 416.17 3251.77
Cost of 1 metre metre 20.60 160.98
102050 Providing and fixing asbestos cement roofing accessories with
polymer coated J or L hooks, bolts and nuts and or G.I. seam bolts
and nuts, G.I. plain and bitumen washers complete
D102051 Apron flashing pieces
S
R Details for shed of 20.2 metres completed length
1 Materials
Apron flashing pieces.of 1.12 meter length=20 nos Add 5% Each 0214 100.00 21.00 2100.00
wastage =1.0 no.Total=21 nos
Carriage of appron pieces (The appron pieces are to be fixed with Lumpsu 9999 1.00 0.00 0.00
the same hooks as the A.C. sheets) m
Sundries (no rates reqd.) Lumpsu 9999 1.00 3.25 3.25
m
Labour:
Mistry Day 0130 158.00 0.07 11.06
Carpenter 2nd class Day 0112 158.00 0.28 44.24

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R
Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Beldar Day 0114 152.00 0.82 124.64
179.94 2103.25
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.80 21.03
m
181.74 2124.28
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 27.26 318.64
m
Cost of 20.20 metres 209.00 2442.92
Cost of 1 metre metre 10.35 120.94
D102052 Eave’s filler pieces
S
R Details of eaves filler for a shed of 20.2 metres completed length
1 Materials
Eave’s filler pieces of 1.016 metres length =20 nos Add 5% Each 0215 75.00 21.00 1575.00
wastage =1.0 no. Total=21 nos .(The eaves filler pieces are to be
fixed with the same hooks as the A.C. sheets)
Carriage Lumpsu 9999 1.00 0.00 0.00
m
Sundries (no rates reqd.) Lumpsu 9999 1.00 3.25 3.25
m
Labour:
Mistry Day 0130 158.00 0.07 11.06
Carpenter 2nd class Day 0112 158.00 0.28 44.24
Beldar Day 0114 152.00 0.82 124.64
179.94 1578.25
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.80 15.78
m
181.74 1594.03
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 27.26 239.10
m
Cost of 20.20 metres 209.00 1833.14
Cost of 1 metre metre 10.35 90.75
D102053 North light and ventilator curves
S
R Details of North light ventilator curve 20.2 metres long completed
1 length
Materials
North light curves of 1.016 meters nominal length =20 nos Add Each 0216 175.00 21.00 3675.00
wastage 5%=1.0 no.=21 nos..
Galvanised steel 'J' or 'L' hooks 8 mm dia 10 Nos. 1023 68.00 4.00 272.00

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R
Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Bitumen washer 100 Nos. 1208 25.00 0.40 10.00

Carriage of hooks ,nuts,washers and curves Lumpsu 9999 1.00 0.00 0.00
m
G.I. plain washer thick 100 Nos. 1209 36.00 0.40 14.40
Sundries (no rates reqd.) Lumpsu 9999 1.00 9.88 9.88
m
Labour:
Mistry Day 0130 158.00 0.10 15.80
Carpenter 2nd class Day 0112 158.00 0.30 47.40
Beldar Day 0114 152.00 1.00 152.00
215.20 3981.28
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.15 39.81
m
217.35 4021.09
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 32.60 603.16
m
Cost of 20.20 metres 249.95 4624.26
Cost of 1 metre metre 12.37 228.92
D102054 Barge boards
S
R Details of Cost for 8.23 metres (27' ) completed length of barge
1 board.
Materials
Barge boards. 2.44 meters= 2nos Add 5% wastage=0.1 no.=2.1 Each 0205 235.00 2.10 493.50
nos
Barge board 1.83 metres =2nos Add 5% wastage=0.1 no.=2.1 no. 2.10 0.00
Seam bolts and nuts 6 mm dia and 25 mm long 10 Nos 0222 37.00 5.00 185.00
G.I. plain washer for seam bolts 100 Nos. 1211 23.00 0.10 2.30

Bitumen washer 100 Nos. 1208 25.00 0.50 12.50

Carriage of barge boards ,bolts,nuts and washers Lumpsu 9999 1.00 0.00 0.00
m
Sundries (no rates reqd.) Lumpsu 9999 1.00 6.76 6.76
m
Labour:
Mistry Day 0130 158.00 0.04 6.32
Carpenter 2nd class Day 0112 158.00 0.06 9.48
Beldar Day 0114 152.00 0.40 60.80

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R
Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
76.60 700.06
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.77 7.00
m
77.37 707.06
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 11.60 106.06
m
Cost of 8.23 metres 88.97 813.12
Cost of 1 metre metre 10.81 98.80
D102055 Ridge finials
S
R Details of a pair of ridge final
1 Materials
Ridge finial=1 pair.Add 5% wastage=0.05 nos=1.05 nos pair 0211 75.00 1.05 78.75
Sundries,fixing charges including providing and fixing,seam bolts Lumpsu 9999 1.00 10.79 10.79
and nuts with G.I. and bitumen washers m
89.54
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.90
m
90.44
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 13.57
m
Cost of 1 pair Pair 0.00 104.00
D102056 Curved barge boards for north light curves
S
R Details of Cost for two curved barge board.
1 Materials
Curved barge boards for north light curves.=2 nos Add 5% Each 0204 105.00 2.10 220.50
wastage=0.1 nos=2.1 nos
Carriage seam bolts,and nuts Lumpsu 9999 1.00 0.00 0.00
m
Sundries (no rates reqd.) Lumpsu 9999 1.00 2.73 2.73
m
Labour for fixing
Mistry Day 0130 158.00 0.05 7.90
Carpenter 2nd class Day 0112 158.00 0.25 39.50
Beldar Day 0114 152.00 0.25 38.00
85.40 223.23
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.85 2.23
m
86.25 225.46

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 12.94 33.82
m
Cost of 2.00 each 99.19 259.28
Cost of 1.00 each Each 49.60 129.64
D102057 Expansion joints for ridges
S
R Details of Cost for 2 expansion joint.
1 Materials
Expansion joints for ridges =2 pairs Add 5% wastage=0.10 pair 0220 200.00 2.10 420.00
pair=2.10 pairs
Galvanised steel 'J' or 'L' hooks 8 mm dia 10 Nos. 1023 68.00 0.20 13.60
Bitumen washers,G.I.plain washers and carriage Lumpsu 9999 1.00 0.00 0.00
m
Sundries (no rates reqd.) Lumpsu 9999 1.00 2.73 2.73
m
Labour:
Mistry Day 0130 158.00 0.05 7.90
Carpenter 2nd class Day 0112 158.00 0.12 18.96
Beldar Day 0114 152.00 0.12 18.24
45.10 436.33
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.45 4.36
m
45.55 440.69
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 6.83 66.10
m
Cost of 2.00 each 52.38 506.80
Cost of 1.00 each Each 26.19 253.40
D102058 Expansion joints for north light curves
S
R Details of Cost for 1 expansion joint for north light curve
1 Materials
Expansion joints for north light curve=1 nos.Add 5% wastage=0.05 Each 0219 110.00 1.05 115.50
nos
Carriage Lumpsu 9999 1.00 2.73 2.73
m
Galvanised steel 'J' or 'L' hooks 8 mm dia 10 Nos. 1023 68.00 0.20 13.60
Seam bolts 1 nos,bitumen and C.I. plain washers 3 nos.each and Lumpsu 9999 1.00 0.00 0.00
their carriage m
Labour:
Mistry Day 0130 158.00 0.05 7.90

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Carpenter 2nd class Day 0112 158.00 0.20 31.60
Beldar Day 0114 152.00 0.20 30.40
69.90 131.83
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.70 1.32
m
70.60 133.15
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 10.59 19.97
m
Cost of 1.00 each Each 81.19 153.12
D102059 S type louvers
S
R Details of cost for 8.74 metres
1 Materials
S type louvers =5 nos. Add 5% wastage=0.25 nos=5.25 10 Nos 0222 37.00 0.53 19.43
nos
Carriage Lumpsu 9999 1.00 0.00 0.00
m
Galvanised steel bolts & nuts 10 mm dia and 27 cm long both sides Each 1031 15.50 6.00 93.00
threaded with 4 galvanised steel nuts
Galvanised steel bolts 10 mm dia and 7 cm long with nuts Each 1032 12.50 6.00 75.00
Bitumen washer 100 Nos. 1208 25.00 0.18 4.50
G.I. plain washer thin 100 Nos. 1210 27.50 0.36 9.90
Carriage of bolts and nuts and washers Lumpsu 9999 1.00 0.00 0.00
m
Sundries (no rates reqd.) Lumpsu 9999 1.00 13.39 13.39
m
Labour:
Carpenter 1st class Day 0111 168.00 1.00 168.00
Beldar Day 0114 152.00 1.00 152.00
Blacksmith 1st class Day 0102 168.00 0.12 20.16
340.16 215.22
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 3.40 2.15
m
343.56 217.37
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 51.53 32.61
m
Cost of 8.74 meters 395.10 249.97
Cost of 1 meter metre 45.21 28.60

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
NON-A.C. SHEET ROOFING & Accessories
D103010 Providing and fixing non-asbestos high impact Polypropylene
S reinforced cement 6 mm thick corrugated sheets (as per IS: 14871)
R roofing up to any pitch and fixing with polymer coated J or L hooks,
1 bolts and nuts 8mm dia. G.I. plain and bitumen washers or with self
2 drilling fastener and EDPM washers etc. complete excluding the
. cost of purlins, rafters and trusses including cutting to size and
8 shape wherever required

up to 60 degree pitch
Consider a shed of 20x10 metres (External dimensions of plinth)
Area of roof-20.2x10.70m=216.14 sqm

Materials
Sheet used =2x20nosx3.00mx1.05m=126.00sqm Sqm 0223 337.15 237.93 80218.10
2x20nosx2.50mx1.05m=105.00sqm Total=231.00 sqm Add 3%
wastage =6.93 Grand total=237.93 sqm
Galvanised steel 'J' or 'L' hooks 8 mm dia 10 Nos. 1023 68.00 47.60 3236.80
Bitumen washer 100 Nos. 1208 25.00 4.76 119.00
G.I. plain washer thick 100 Nos. 1209 36.00 4.76 171.36
Carriage of nuts bolts and washers etc. Lumpsu 9999 1.00 0.00 0.00
m
Sundries (no rates reqd.) Lumpsu 9999 1.00 39.52 39.52
m
Labour:
Mistry Day 0130 158.00 2.34 369.72
Carpenter 2nd class Day 0112 158.00 9.34 1475.72
Beldar Day 0114 152.00 12.24 1860.48
3705.92 83784.78
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 37.06 837.85
m
3742.98 84622.63
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 561.45 12693.39
m
Cost of 216.14 Sqm 4304.43 97316.02
Cost of 1 Sqm Sqm 19.91 450.25

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
D103020 Extra for straight cutting in non-asbestos Polypropylene reinforced
S cement corrugated/ semi-corrugated 6mm thick sheet roofing for
R making openings of area exceeding 40sq. decimeter for chimney
1 stacks, sky lights etc.
2
Detail of cost for 3.00 metres periphery. Area of cutting
0.9mx0.6m=0.54 sqm Perimetre=3 metres

Labour:
Carpenter 1st class Day 0111 168.00 0.12 20.16
Beldar Day 0114 152.00 0.12 18.24
38.40
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.38
m
38.78
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 5.82
m
Cost of 3.00 metres 44.60
Cost of 1 metres of periphery. metre of 14.87 0.00
periphery
D103030 Extra for circular cutting in non-asbestos Polypropylene reinforced
S cement corrugated/ semi-corrugated 6mm thick sheet roofing for
R making openings of area exceeding 40 sq. decimeter
1
2
Details of costfor 4 holesof 0.72 metre diametre I.e 9.05 metric
pheriphery
Labour:
Carpenter 1st class Day 0111 168.00 1.00 168.00
Beldar Day 0114 152.00 1.00 152.00
320.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 3.20
m
323.20
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 48.48
m
Cost of 9.05 metres 371.68
Cost of 1 metres of periphery. metre of 41.07 0.00
periphery

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
D103040 Extra for providing and fixing wind ties of 40x6mm flat iron section
S complete with hooks, nuts, washers etc.
R
1 Details of cost of 30 metre
Materials
Extra for providing and fixing wind ties of 40x6mm flat iron
section.M.S. flat 40x6mm = 30 metres+wastage @ 5% = 1.5
metres = 31.50 metres @ 1.9 Kg per metre = 59.85 Kg. = 0.5985
quintal

Flats up to 10 mm in thickness quintal 1008 3300.00 0.60 1975.38

0 LS 0 0.00 0.00 0.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 20.67 20.67
m
Labour:
Blacksmith 1st class Day 0102 168.00 0.50 84.00
Beldar Day 0114 152.00 0.50 76.00
160.00 1996.05
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.60 19.96
m
161.60 2016.01
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 24.24 302.40
m
Cost of 30 metres 185.84 2318.41
Cost of 1 metres metre 6.19 77.28
103050 Providing and fixing ridges and hips in non-asbestos fibre cement
high impact Polypropylene reinforced roofing with suitable fixing
accessories or self drilling fastener and EDPM washer etc.
complete

D103051 Corrugated serrated adjustable ridges

S
R Consider a shed of 20x10m( external dimension at plinth.) Length
1 of ridges 20.2 metre.
Materials
Consider a shed of 20x10m( external dimension at plinth.)Ridge metre 0225 365.42 24.34 8893.96
piece required each of 1.22mm length =19 nos. Add 5% wastage
=0.95 no.=19.95x1.22=24.339
Carriage (The ridge is to be fixed with the same hooks as the Lumpsu 9999 1.00 0.00 0.00
non-asbestos polypropylene. Sheets m

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Sundries (no rates reqd.) Lumpsu 9999 1.00 6.76 6.76
m
Labour:
Mistry Day 0130 158.00 0.14 22.12
Carpenter 2nd class Day 0112 158.00 0.55 86.90
Beldar Day 0114 152.00 1.64 249.28
358.30 8900.72
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 3.58 89.01
m
361.88 8989.72
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 54.28 1348.46
m
Cost of 20.20 meters 416.17 10338.18
Cost of 1 meter metre 20.60 511.79
D103052 Plain wing adjustable ridges
S
R Consider a shed of 20x10m( external dimension at plinth.) Length
1 of ridges 20.2 metre.
Materials
Consider a shed of 20x10m( external dimension at plinth.)Ridge metre 0226 386.84 24.34 9415.30
piece required each of 1.22mm length =19 nos. Add 5% wastage
=0.95 no.=19.95x1.22=24.339

Carriage (The ridge is to be fixed with the same hooks as the Lumpsu 9999 1.00 0.00 0.00
non-asbestos polypropylene. Sheets m

Sundries (no rates reqd.) Lumpsu 9999 1.00 6.76 6.76

m
Labour:
Mistry Day 0130 158.00 0.14 22.12
Carpenter 2nd class Day 0112 158.00 0.55 86.90
Beldar Day 0114 152.00 1.64 249.28
358.30 9422.06
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 3.58 94.22
m
361.88 9516.28
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 54.28 1427.44
m
Cost of 20.20 metres 416.17 10943.72
Cost of 1 metre metre 20.60 541.77

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
D103053 Close fitting adjustable ridges
S
R Consider a shed of 20x10m( external dimension at plinth.) Length
1 of ridges 20.2 metre.
Materials
Length of ridges 20.2 metre No. of ridge pairs required, of length metre 0224 412.17 28.18 11615.77
1.22m each = 22.00 nos. +Add 5% wastage =1.10 Nos. = 23.10
nos.x 1.22=28.182 metre
Carriage (The ridge is to be fixed with the same hooks as the Lumpsu 9999 1.00 0.00 0.00
non-asbestos polypropylene. Sheets m
Sundries (no rates reqd.) Lumpsu 9999 1.00 7.15 7.15
m
Labour:
Mistry Day 0130 158.00 0.14 22.12
Carpenter 2nd class Day 0112 158.00 0.55 86.90
Beldar Day 0114 152.00 1.64 249.28
358.30 11622.92
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 3.58 116.23
m
361.88 11739.15
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 54.28 1760.87
m
Cost of 20.20 meters 416.17 13500.03
Cost of 1 meter metre 20.60 668.32
D103054 Unserrated adjustable hips
S
R Consider a shed with hip as 20.2 metres
1 Materials
No. of hi pieces required = 19 pairs Length of each pair 1.22 metre 0227 398.92 24.34 9709.31
metres Add 5 % wastage = 0.95 pairs
= 19.95 pairs x 1.22 = 24.339 metre
Carriage Lumpsu 9999 1.00 0.00 0.00
m
Sundries (no rates reqd.) Lumpsu 9999 1.00 6.63 6.63
m
Labour:
Mistry Day 0130 158.00 0.14 22.12
Carpenter 2nd class Day 0112 158.00 0.55 86.90
Beldar Day 0114 152.00 1.64 249.28

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
358.30 9715.94
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 3.58 97.16
m
361.88 9813.10
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 54.28 1471.97
m
Cost of 20.20 meters 416.17 11285.07
Cost of 1 meter metre 20.60 558.67
103060 Providing and fixing non-asbestos fibre cement high impact
Polypropylene reinforced roofing accessories in all colours with
polymer coated J or L hooks, bolts and nuts and or G.I. seam bolts
and nuts, G.I. plain and bitumen washers or with self drilling
fastener and EDPM washer etc. complete

D103061 Corrugated Apron pieces

S
R Details for shed of 20.2 metres completed length
1 Materials
Corrugated appron pieces of 1.12 metre length = 20 nos.+ Add 5% metre 0228 285.41 23.52 6712.84
wastage = 1.0 No. = 21 nos.x 1.12=23.52 metre
Carriage of appron pieces (The appron pieces are to be fixed with Lumpsu 9999 1.00 0.00 0.00
the same hooks as the non-asbestos polypropylene. Sheets) m
Sundries (no rates reqd.) Lumpsu 9999 1.00 3.25 3.25
m
Labour:
Mistry Day 0130 158.00 0.07 11.06
Carpenter 2nd class Day 0112 158.00 0.28 44.24
Beldar Day 0114 152.00 0.82 124.64
179.94 6716.09
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.80 67.16
m
181.74 6783.25
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 27.26 1017.49
m
Cost of 20.20 meters 209.00 7800.74
Cost of 1 meter metre 10.35 386.18
D103062 Eave’s filler pieces
S
R Details of eaves filler for a shed of 20.2 metres completed length
1

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R
Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Materials
Eave’s filler pieces of 1.016 metres length =20 nos Add 5% Each 0229 232.03 21.00 4872.63
wastage =1.0 no. Total=21 nos .(The eaves filler pieces are to be
fixed with the same hooks as the non-asbestos polypropylene.
Sheets)
Carriages Lumpsu 9999 1.00 0.00 0.00
m
Sundries (no rates reqd.) Lumpsu 9999 1.00 3.25 3.25
m
Labour:
Mistry Day 0130 158.00 0.07 11.06
Carpenter 2nd class Day 0112 158.00 0.28 44.24
Beldar Day 0114 152.00 0.82 124.64
179.94 4875.88
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.80 48.76
m
181.74 4924.64
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 27.26 738.70
m
Cost of 20.20 meters 209.00 5663.33
Cost of 1 meter metre 10.35 280.36
D103063 North light curves
S
R
Details of North light curve 20.2 metres long completed length
1
Materials
North light curves of 1.016 meters nominal length =20 nos Add metre 0230 401.82 21.34 8573.23
wastage 5%=1.0 no.=21 nos.x1.016=21.336
Galvanised steel 'J' or 'L' hooks 8 mm dia 10 Nos. 1023 68.00 4.00 272.00
Bitumen washer 100 Nos. 1208 25.00 0.40 10.00
G.I. plain washer thick 100 Nos. 1209 36.00 0.40 14.40
Carriage of hooks ,nuts,washers and curves Lumpsu 9999 1.00 0.00 0.00
m
Sundries (no rates reqd.) Lumpsu 9999 1.00 6.24 6.24
m
Labour:
Mistry Day 0130 158.00 0.10 15.80
Carpenter 2nd class Day 0112 158.00 0.30 47.40
Beldar Day 0114 152.00 1.00 152.00
215.20 8875.87

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R
Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.15 88.76
m
217.35 8964.63
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 32.60 1344.69
m
Cost of 20.20 meters 249.95 10309.32
Cost of 1 meter metre 12.37 510.36
D103064 Ventilator Curves
S
R Details of ventilator curve 20.2 metres long completed length
1 Materials
North light curves of 1.016 meters nominal length =20 nos Add Each 0231 401.82 21.34 8573.23
wastage 5%=1.0 no.=21 nos.x1.016=21.336
Galvanised steel 'J' or 'L' hooks 8 mm dia 10 Nos. 1023 68.00 4.00 272.00
G.I. plain washer thick 100 Nos. 1209 36.00 0.40 14.40
Bitumen washer 100 Nos. 1208 25.00 0.40 10.00
Carriage of hooks, nuts, washers and curves Lumpsu 9999 1.00 0.00 0.00
m
Sundries (no rates reqd.) Lumpsu 9999 1.00 6.24 6.24
m
Labour:
Mistry Day 0130 158.00 0.10 15.80
Carpenter 2nd class Day 0112 158.00 0.30 47.40
Beldar Day 0114 152.00 1.00 152.00
215.20 8875.87
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.15 88.76
m
217.35 8964.63
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 32.60 1344.69
m
Cost of 20.20 meters 249.95 10309.32
Cost of 1 meter metre 12.37 510.36
D103065 Barge boards
S
R Details of Cost for 9.70 metres (27' ) completed length of barge
1 board.
Materials
Barge boards 2.50metres = 4 nos. x 2.50 =10.00 metre Add 5% metre 0232 287.66 10.50 3020.43
wastage = 0.50 metre. = 10.50 metre
Seam bolts and nuts 6 mm dia and 25 mm long 10 Nos 0222 37.00 0.50 18.50

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
G.I. plain washer for seam bolts 100 Nos. 1211 23.00 0.10 2.30
Bitumen washer 100 Nos. 1208 25.00 0.05 1.25
Carriage of barge boards ,bolts,nuts and washers Lumpsu 9999 1.00 0.00 0.00
m
Sundries (no rates reqd.) Lumpsu 9999 1.00 6.76 6.76
m
Labour:
Mistry Day 0130 158.00 0.04 6.32
Carpenter 2nd class Day 0112 158.00 0.06 9.48
Beldar Day 0114 152.00 0.40 60.80
76.60 3049.24
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.77 30.49
m
77.37 3079.73
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 11.60 461.96
m
Cost of 8.23 meters 88.97 3541.69
Cost of 1 meter metre 9.17 365.12
D103066 Ridge finials
S
R Details of a pair of ridge final
1 Materials
Ridge finial =1 pair. Add 5% wastage = 0.05 nos = 1.05 nos Pair 0233 235.34 1.05 247.11
Sundries, fixing charges including providing and fixing, seam bolts Lumpsu 9999 1.00 10.79 10.79
and nuts with G.I. and bitumen washers m

257.90
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.58
m
260.48
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 39.07
m
Cost of 1 pair Pair 299.55
D103067 Special north light curves
S
R Details of North light ventilator curve 20.2 metres long completed
1 length
Materials

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R
Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
North light curves of 1.016 meters nominal length =20 nos Add Each 0234 530.06 21.00 11131.26
wastage 5%=1.0 no.=21 nos..

Galvanised steel 'J' or 'L' hooks 8 mm dia 10 Nos. 1023 68.00 4.00 272.00
Bitumen washer 100 Nos. 1208 25.00 0.40 10.00

Carriage of hooks ,nuts,washers and curves Lumpsu 9999 1.00 0.00 0.00
m
G.I. plain washer thick 100 Nos. 1209 36.00 0.40 14.40
Sundries (no rates reqd.) Lumpsu 9999 1.00 6.24 6.24
m
Labour:
Mistry Day 0130 158.00 0.10 15.80
Carpenter 2nd class Day 0112 158.00 0.30 47.40
Beldar Day 0114 152.00 1.00 152.00
215.20 11433.90
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.15 114.34
m
217.35 11548.24
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 32.60 1732.24
m
Cost of 20.20 metres 249.95 13280.47
Cost of 1 meter metre 12.50 664.02
D103068 S type louvers
S
R Details of cost for 8.74 metres
1 Materials
S type louvers =5 nos. Add 5% wastage = 0.25 nos = 5.25 nos Each 0235 355.01 5.25 1863.80
Carriage Lumpsu 9999 1.00 0.00 0.00
m
Galvanised steel bolts & nuts 10 mm dia and 27 cm long both sides Each 1031 15.50 6.00 93.00
threaded with 4 galvanised steel nuts
Galvanised steel bolts 10 mm dia and 7 cm long with nuts Each 1032 12.50 6.00 75.00
Bitumen washer 100 Nos. 1208 25.00 0.18 4.50

G.I. plain washer thin 100 Nos. 1210 27.50 0.36 9.90
Carriage of barge boards ,bolts,nuts and washers Lumpsu 9999 1.00 0.00 0.00
m
Sundries (no rates reqd.) Lumpsu 9999 1.00 13.39 13.39
m

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R
Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Labour:
Carpenter 1st class Day 0111 168.00 1.00 168.00
Beldar Day 0114 152.00 1.00 152.00
Blacksmith 1st class Day 0102 168.00 0.12 20.16
340.16 2059.59
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 3.40 20.60
m
343.56 2080.19
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 51.53 312.03
m
Cost of 8.74 meters 395.10 2392.22
Cost of 1 meter metre 45.21 273.71
D103070 Providing and fixing flat iron brackets 50x3mm size with necessary
S bolts, nuts and washers etc. for fixing asbestos cement/ G.S. sheet
R gutters with purlins to be fixed at suitable interval, as per direction
1 of engineer-in-charge
Details of cost for 20 metres
Materials
Flat 5 0x3 mm size
Flats up to 10 mm in thickness quintal 1008 3300.00 0.12 383.79
Mild stel bolts 6 mm dia and 25 mm long with hexagonal head 10 Nos. 1025 24.00 3.80 91.20
Galvanised steel bolts & nuts 10 mm dia and 125 mm long round Each 1024 9.50 -19.00 -180.50
head with slots
G.I. plain washer thin 100 Nos. 1210 27.50 0.19 5.23
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.04 1.04
m
Labour:
Blacksmith 1st class Day 0102 168.00 0.38 63.84
Beldar Day 0114 152.00 0.38 57.76
121.60 300.76
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.22 3.01
m
122.82 303.76
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 18.42 45.56
m
Cost of 20 meters 141.24 349.33
Cost of 1 meter metre 7.06 17.47

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
C103080 Supplying fitting/ fixing corrugated fibre glass reinforced perspex
R sheet 3 mm. thick on existing wooden or iron frames / purlins with
0 Contractor’s stitching bolts, hook bolts, crank bolts, coach screws,
6 nuts, limpets, G.I and bitumen washers etc. complete
1
0
Cost of 10 sqm
Materials
Perspex Sheets Sqm 9351 250.00 11.00 2750.00
Hooks, bolts/ Crack bolt/ coach screws with nuts etc. Lumpsu 9999 1.00 96.00 96.00
m
G.I. Limpet washer 100 Nos. 1207 28.00 0.24 6.72
Bitumen washer 100 Nos. 1208 25.00 0.24 6.00
Labour:
Carpenter 2nd class Day 0112 158.00 0.50 79.00
Beldar Day 0114 152.00 1.00 152.00
231.00 2858.72
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.31 28.59
m
233.31 2887.31
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 35.00 433.10
m
Cost of 10 sqm 268.31 3320.40
Cost of 1 sqm Sqm 26.83 332.04
D103090 Providing & fixing machine made UV stabilised fiberglass
S reinforced plastic sheet roofing upto any pitch including fixing with
R polymer coated `J' or `L' hooks, bolts and nuts 8mm dia. G.I.
1 plain/bitumen washers complete but excluding the cost of purlins,
2 rafters, trusses etc. The sheets shall be manufactured out of 2400
. TEX panel rovigs incorporating minimum 0.3% Ultra-violet
4 stabilizer in resin system under approximately 2400 psi and hot
7 cured. They shall be of uniform pigmentation and thickness without
air pockets and shall conform to IS 12866. The sheets shall be
opaque or translucent, clear or pigmented, textured or smooth as
specified

D103091 2mm thick corrugated / 2mm thick Profile Sheets

S
R
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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Details of cost for area of roof.
2x18.09x5.1 = 184.518 sqm.
Materials
UV stabilised 2mm thick corrugated FRP sheet Sqm 8668 750.00 240.41 180306.00
Carriage of sheet Lumpsu 9999 1.00 0.00 0.00
m
G.I.Seam bolts and nuts 60cm centre to centre zig-zag i.e. 30cm 10 Nos. 1022 12.00 88.40 1060.80
centre to centre straight Breadth is 5.1 metre No. of bolts in one lap
5.1/0.3 =17 nos. 2x26(laps)xl7 nos. = 884 nos
G.I.,J or L hooks 8mm dia.(No. of purlins to be used 5 on either 10 Nos. 1023 68.00 81.00 5508.00
side)2x5x27 (No. of sheets)x23 nos. of bolts in each sheet = 810
no
G.I. Limpet washer 100 Nos. 1207 28.00 16.94 474.32

Bitumen washer 100 Nos. 1208 25.00 16.94 423.50

Carriage of bolts and washers Lumpsu 9999 1.00 0.00 0.00
m
Sundries (no rates reqd.) Lumpsu 9999 1.00 53.82 53.82
m
Labour:
Mistry Day 0130 158.00 1.30 205.40
Carpenter 2nd class Day 0112 158.00 15.50 2449.00
Beldar Day 0114 152.00 15.50 2356.00
5010.40 187826.44
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 50.10 1878.26
m
5060.50 189704.70
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 759.08 28455.71
m
Cost of 184.518 Sqm 5819.58 218160.41
Cost of 1 Sqm Sqm 31.54 1182.33
D103092 2mm thick flat sheets
S
R Details of cost for area of roof.
1 2x18.09x5.1 = 184.518 sqm.
Materials
UV stabilised 2mm thick plain FRP sheet Sqm 8667 680.00 240.41 163477.44
Carriage of sheet Lumpsu 9999 1.00 0.00 0.00
m

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
G.I.Seam bolts and nuts 60cm centre to centre zig-zag i.e. 30cm 10 Nos. 1022 12.00 88.40 1060.80
centre to centre straight Breadth is 5.1 metre No. of bolts in one lap
5.1/0.3 =17 nos. 2x26(laps)xl7 nos. = 884 nos

G.I.,J or L hooks 8mm dia.(No. of purlins to be used 5 on either 10 Nos. 1023 68.00 81.00 5508.00
side)2x5x27 (No. of sheets)x23 nos. of bolts in each sheet = 810
no
G.I. Limpet washer 100 Nos. 1207 28.00 16.94 474.32

Bitumen washer 100 Nos. 1208 25.00 16.94 423.50

Carriage of bolts and washers Lumpsu 9999 1.00 0.00 0.00
m
Sundries (no rates reqd.) Lumpsu 9999 1.00 53.82 53.82
m
Labour:
Mistry Day 0130 158.00 1.30 205.40
Carpenter 2nd class Day 0112 158.00 15.50 2449.00
Beldar Day 0114 152.00 15.50 2356.00
5010.40 170997.88
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 50.10 1709.98
m
5060.50 172707.86
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 759.08 25906.18
m
Cost of 184.518 Sqm 5819.58 198614.04
Cost of 1 Sqm Sqm 31.54 1076.39
103093 Providing & fixing fibre glass reinforced 90cm wide, 4mm thick
valley gutter, having two coats of U/V stabilised gel coat as top
coating giving glossy smooth surface. To be fixed with suitable
clamp made of 25mm MS flat of 3mm thickness, provided at 1m
interval, complete with required nuts/bolts

Details of Cost for 100 Rm

Materials :
90cm wide and 4mm thick FRP valley gutter Rm 8878 1800.00 100.00 180000.00
25mmx3mm thick MS flat with nuts/bolts Lumpsu 9999 1.00 1000.00 1000.00
m
Labour Cost :
Fitter (Grade-1) Day 0116 168.00 1.00 168.00
Beldar Day 0114 152.00 1.00 152.00

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Sundries (no rates reqd.) Lumpsu 9999 1.00 100.00 100.00
m
420.00 181000.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 4.20 1810.00
m
424.20 182810.00
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 63.63 27421.50
m
Cost for 100 Rm 487.83 210231.50
Cost per Rm Rm 4.88 2102.32
104000 Extra over item no. 103010, 103050 & 103060 for using corrugated
sheets and fittings having polyester coating of approved shade on
the top surface instead of natural cement colour sheets and fittings

25% extra over item no 103010 sqm 470.16 0.25

25% extra over item no 103050
25% extra over item no 103051 metre 532.39 0.25
25% extra over item no 103052 metre 562.37 0.25
25% extra over item no 103053 metre 688.92 0.25
25% extra over item no 103054 metre 579.27 0.25
25% extra over item no 103060
25% extra over item no 103061 metre 396.52 0.25
25% extra over item no 103062 metre 290.71 0.25
25% extra over item no 103063 metre 522.74 0.25
25% extra over item no 103064 Each 522.74 0.25
25% extra over item no 103065 metre 374.30 0.25
25% extra over item no 103066 pair 299.55 0.25
25% extra over item no 103067 Each 676.52 0.25
25% extra over item no 103068 metre 318.91 0.25
FLAT ROOFS
104010 10cm thick (average) mud phaska of damped brick earth on roofs
laid to slope consolidated and plastered with 25mm thick mud
mortar with bhusa at 35 kg per cum. of earth and gobri leaping with
mix 1:1 (1clay: 1cow dung) and covered with tile bricks grouted
with cement mortar 1:3 (1cement: 3fine sand) mixed with 2% of
integral water proofing compound by weight of cement and finished
neat – upto floor two level

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
D104011 With F.P.S. flat brick tiles of class designation 10
S
R Details of cost for( mud) 10.00sqm
1
Materials
Mud Phuska =1.048 cum wastage cum 0811 150.00 1.26 188.55
20%=0.209 =1.257 cum
Mud mortar for 25 mm thick plaster over phuska cum 2131 156.85 0.26 41.25
Bhusa 0.263x35=9.20 5% wastage =0.46 Total=9.66 kg or 0.096 quintal 0308 230.00 0.10 23.00
quintal
Cow dung Lumpsu 9999 1.00 5.33 5.33
m
Mud mortar for gobri leaping Lumpsu 9999 1.00 8.06 8.06
m
Carriage of bhusa and cowdung Lumpsu 9999 1.00 0.00 0.00
m
F.P.S. bricks tile class designation 10 1000 1984 2100.00 0.38 798.00
Nos.
Carriage of tiles LS 0 0.00 0.00 0.00
Cement mortar for grouting 1:3 (1 cement :3 fine sand)Rate as per cum 807.00 0.06 49.23
AOR Ch3 of item no.10
Water proofing compound (pH>7, Sp.Gravity 1.06±0.02, litre 1213 90.00 0.01 0.54
conforming to IS:2645)
Sundries (no rates reqd.) Lumpsu 9999 1.00 6.76 6.76
m
Labour:
Mason (brick layer) 2nd class Day 0124 158.00 1.30 205.40
Beldar Day 0114 152.00 3.75 570.00
Bhisti Day 0101 158.00 1.10 173.80
949.20 1120.72
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 9.49 11.21
m
958.69 1131.93
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 143.80 169.79
m
Cost of 10 Sqm 1102.50 1301.71
Cost of 1 Sqm Sqm 110.25 130.17
D104012 With machine moulded F.P.S. brick tiles of class designation 12.5
S
R
1

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Details of cost for( mud) 10.00sqm
Materials
Mud Phuska =1.048 cum wastage cum 0811 150.00 1.26 188.55
20%=0.209 =1.257 cum
Mud mortar for 25 mm thick plaster over phuska 2131 156.85 0.26 41.25
Bhusa 0.263x35=9.20 5% wastage =0.46 Total=9.66 kg or 0.096 quintal 0308 230.00 0.10 23.00
quintal
Cow dung Lumpsu 9999 1.00 5.33 5.33
m
Mud mortar for gobri leaping Lumpsu 9999 1.00 8.06 8.06
m
Carriage of bhusa and cowdung Lumpsu 9999 1.00 0.00 0.00
m
Machine moulded tile bricks of class designation 125 1000 7904 2961.00 0.38 1125.18
Nos.
Carriage of tiles LS 0 0.00 0.38 0.00
Cement mortar for grouting 1:3 (1 cement :3 fine sand)Rate as per cum 807.00 0.06 49.23
AOR Ch3 of item no.10
Water proofing compound (pH>7, Sp.Gravity 1.06±0.02, litre 1213 90.00 0.01 0.54
conforming to IS:2645)
Sundries (no rates reqd.) Lumpsu 9999 1.00 6.76 6.76
m
Labour:
Mason (brick layer) 2nd class Day 0124 158.00 1.30 205.40
Beldar Day 0114 152.00 3.75 570.00
Bhisti Day 0101 158.00 1.10 173.80
949.20 1447.90
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 9.49 14.48
m
958.69 1462.38
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 143.80 219.36
m
Cost of 10 Sqm 1102.50 1681.73
Cost of 1 Sqm Sqm 110.25 168.17
N104020 Extra over Items 104012 above floor two level for every floor or
R part thereof
1
9 Add @ 20% of item no.104011 Sqm 0.20
D104030 Extra for every additional 1cm thickness of mud phaska
S
R
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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Materials
Mud Phuska =1.048 cum wastage cum 0811 150.00 0.13 19.50
20%=0.209 =1.257 cum
Beldar Day 0114 152.00 0.07 10.64
Bhisti Day 0101 158.00 0.04 6.32
Labour for leaping and carring to roof Lumpsu 9999 1.00 26.91 26.91
m
43.87
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.44 0.20
m
44.31 19.70
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 6.65 2.95
m
Cost of 10 Sqm 50.96 22.65
Cost of 1 Sqm Sqm 5.10 2.26
D104040 Providing and laying FPS brick tiles of class designation 10 over
S mumty roofs grouted with cement mortar 1:3 (1cement: 3fine sand)
R mixed with 2% of integral water proofing compound by weight of
1 cement, over a 12mm layer of cement mortar 1:3 (1cement: 3fine
2 sand) and finished neat
.
1 Details of cost for 10 sqm
Materials
F.P.S. bricks tile class designation 10 1000 1984 2100.00 0.38 798.00
Nos.
Carriage of tiles LS 0 0.00 0.00 0.00
Cement mortar for grouting 1:3 (1 cement :3 fine sand)Rate as per cum 807.00 0.18 144.45
AOR Ch3 of item no.10
Water proofing compound (pH>7, Sp.Gravity 1.06±0.02, litre 1213 90.00 0.01 0.45
conforming to IS:2645)
Labour:
Mason (brick layer) 2nd class Day 0124 158.00 0.81 127.98
Coolie Day 0115 152.00 1.08 164.16
Bhisti Day 0101 158.00 0.27 42.66
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.82 1.82
m
336.62 942.90
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 3.37 9.43
m

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
339.99 952.33
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 51.00 142.85
m
Cost of 10 Sqm 390.98 1095.18
Cost of 1 Sqm Sqm 39.10 109.52
D104050 Providing and laying pressed clay tiles (as per approved pattern Sqm
S 20mm nominal thickness and of approved size) on roofs jointed
R with cement mortar 1:4 (1cement: 4coarse sand) mixed with 2%
1 integral water proofing compound laid over a bed of 20mm thick
2 cement mortar 1:4 (1cement: 4coarse sand) and finished neat
. complete
2
0
Details of cost for 10 sqm
Materials
Manglore tiles 1000 7266 9150.00 0.16 1464.00
Nos.
Carriage of tiles LS 0 0.00 0.00 0.00
Cement mortar for grouting 1:3 (1 cement :3 fine sand)Rate as per cum 1074.99 0.37 397.75
AOR Ch3 of item no.10
Water proofing compound (pH>7, Sp.Gravity 1.06±0.02, litre 1213 90.00 0.01 0.90
conforming to IS:2645)
Cement mortar for grouting 1:3 (1 cement :3 fine sand)Rate as per cum 1074.99 0.20 215.00
AOR Ch3 of item no.10
Labour:
Mason (brick layer) 1st class Day 0123 168.00 0.60 100.80
Beldar Day 0114 152.00 2.60 395.20
Sundries (no rates reqd.) Lumpsu 9999 1.00 13.00 13.00
m
509.00 2077.64
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 5.09 20.78
m
514.09 2098.42
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 77.11 314.76
m
Cost of 10 Sqm 591.20 2413.18
Cost of 1 Sqm Sqm 59.12 241.32

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
D104060 Lime concrete terracing on roofs average thickness 10cm laid to Sqm
S fall with 25mm nominal size brick aggregate and 50% lime mortar
R 1:2 (1lime putty: 2surkhi) rammed and finished with gur and belgiri
1 treatment complete including rounding of junctions with parapet
2 wall complete – upto floor two level
.
3
Details of cost for 10 sqm 10 cm thick=10x.1 =1 cum
Materials
Brick ballast 25mm nominal size cum 9352 500.00 0.75 375.00
20 mm nominal one size brick aggregate cum 9353 525.00 0.25 131.25
Carriage of brick aggregate LS 0 0.00 0.00 0.00
Lime mortar 1:2 rate as per AOR C3 item no.10 cum 2609.55 0.50 1304.78
Labour:
Beldar Day 0114 152.00 3.00 456.00
Bhisti Day 0101 158.00 0.50 79.00
Mason (average) Day 0155 158.00 1.00 158.00
Hire and running charges of mechanical mixer Lumpsu 9999 1.00 26.91 26.91
m
Sundries (no rates reqd.) Lumpsu 9999 1.00 13.52 13.52
m
Labour for beating lime concrete and finishing with gur and belgari 0114 152.00 .7 106.40
beldar
Bhisti Day 0101 158.00 1.00 158.00
Sundries for gur and belgiri Lumpsu 9999 1.00 107.90 107.90
m
1105.73 1811.03
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 11.06 18.11
m
1116.79 1829.14
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 167.52 274.37
m
Cost of 10 sqm 1284.31 2103.51
Cost of 1 sqm Sqm 128.43 210.35

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
104070 Lime concrete terracing on roofs, average thickness 10cm laid to
fall with 25mm nominal size brick aggregate and 50% lime mortar
1:2 (1lime putty: 2surkhi) rammed and finished with gur and belgiri
treatment complete and covered with FPS flat brick tiles of class
designation 10 grouted with cement mortar 1:3 (1cement: 3fine
sand) mixed with 2% integral water proofing compound by weight
of cement, over 12mm layer of cement mortar 1:3 (1cement: 3fine
sand) and finished neat– upto floor two level

With F.P.S. brick tiles

Details of cost for 10sqm 10 cm thick lime concrete =10x0.1=1
cum
Materials
Brick ballast 25mm nominal size cum 9352 500.00 0.75 375.00
20 mm nominal one size brick aggregate cum 9353 525.00 0.25 131.25
Carriage of brick aggregate LS 0 0.00 0.00 0.00
Lime mortar 1:2 rate as per AOR C3 item no.10 cum 0.00 0.50 0.00
F.P.S. bricks tile class designation 10 1000 1984 2100.00 0.38 798.00
Nos.
0 LS 0 0.00 0.00 0.00
Cement mortar for grouting 1:3 (1 cement :3 fine sand)Rate as per cum 807.00 0.18 144.45
AOR Ch3 of item no.10
Water proofing compound (pH>7, Sp.Gravity 1.06±0.02, litre 1213 90.00 0.01 0.45
conforming to IS:2645)
Labour:
Beldar Day 0114 152.00 3.00 456.00
Bhisti Day 0101 158.00 0.50 79.00
Mason (average) Day 0155 158.00 1.00 158.00
Hire and running charges of mechanical mixer Lumpsu 9999 1.00 26.91 26.91
m
Sundries (no rates reqd.) Lumpsu 9999 1.00 13.52 13.52
m
Labour for beating and laying
Beldar Day 0114 152.00 0.70 106.40
Bhisti Day 0101 158.00 1.00 158.00
Sundries for gur and belgiri Lumpsu 9999 1.00 107.90 107.90
m
Labour:Laying of brick tiles

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R
Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Mason (brick layer) 2nd class Day 0124 158.00 0.81 127.98
Coolie Day 0115 152.00 1.08 164.16
Bhisti Day 0101 158.00 0.27 42.66
Sundries Lumpsu 9999 1.00 1.82 1.82
m
1442.35 1449.15
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 14.42 14.49
m
1456.77 1463.64
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 218.52 219.55
m
Cost of 10 sqm 1675.29 1683.19
Cost of 1 sqm Sqm 167.53 168.32
D104080 Add or deduct over Items 104060 and 104070 for every
S additional/less 5mm thickness of lime concrete terracing
R
1 Details of cost for 10 sqm
Materials
Brick ballast 25mm nominal size cum 9352 500.00 0.05 25.00
Lime Surkhi Mortar 1:2 ( 1 limeputty : 2 surkhi) (no rates reqd.) cum 9354 3044.65 0.03 76.12
Carriage of brick aggregate LS 0 0.00 0.00 0.00
Labour:
Coolie Day 0115 152.00 0.40 60.80 101.12
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.61 1.01
m
61.41 102.13
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 9.21 15.32
m
Cost of 10 sqm 70.62 117.45
Cost of 1 sqm Sqm 7.06 11.74
N104090 Extra over Items 104060, 104070 and 104080 for using LUNA,
F RTC or equivalent treatment in place of Bel and Gur treatment.
R (Quantity to be used as per specifications of the Manufacturer)
8
0
2
Details of cost for 10Sqm
LUNA RTC Kg 9667 80.00 5.00 400.00
Deduct for Bel and Gur tretment as alredy analysised in 10460 -1.00 107.90 -107.90

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Sundries (no rates reqd.) Lumpsu 9999 1.00 6.00 6.00
m
Lumpsu 9999 1.00 298.10
m
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.98
m
301.08
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 45.16
m
346.24
cost per sqm Sqm 0.00 34.62
N104100 Extra over Items 104060 and 104070 above floor two level for
R every floor or part thereof
1
9 Taken 10% of iten no. 104060&104070 Sqm 0.10 337.31
E104110 Picking upto a minimum depth of 50 mm including a) removing
R dismantled concrete and thorough cleaning and washing of
. exposed surface to make it free of dislodged particles and dust and
V b) redoing of lime concrete terracing with 20mm nominal size brick
. aggregate and 50% lime mortar 1:2 (1lime putty: 2surkhi) rammed
1 and finished with gur and belgiri treatment complete trowelled
smooth to a polished finish– upto floor two level
-

M
Details of Cost per cum
Materials
Brick ballast 25mm nominal size cum 9352 500.00 1.32 660.00
Lime cum 9355 4250.00 0.18 765.00
carriage 0.00 0.00
Soap, alum,molasses Lumpsu 9999 1.00 200.00 200.00
m
Gur,Belguri Lumpsu 9999 1.00 175.00 175.00
m
Carriage of materials Lumpsu 9999 1.00 51.00 51.00
m
Labour:
Mason (brick layer) 2nd class Day 0124 158.00 1.82 287.56
Beldar Day 0114 152.00 2.30 349.60

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Sundries(Tools & plants) Lumpsu 9999 1.00 19.00 19.00
m
Sundries(scaffolding) Lumpsu 9999 1.00 9.50 9.50
m
665.66 1851.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 6.66 18.51
m
672.32 1869.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 100.85 280.43
m
Details of Cost per cum cum 773.16 2149.94
E104120 Extra over Items 104110 above floor two level for every floor or cum 0.03 2923.10
R part thereof
.
V104130 Providing gola 75x75mm in cement concrete 1:2:4 (1cement:
D 2coarse sand: 4graded stone aggregate 10mm and down gauge)
S including finishing with cement mortar 1:3 (1cement: 3fine sand) as
R per standard design -in 75x75mm deep chase
1
Details of cost for 10 metres cement concrete
Stone Aggregate (Single size) : 10 mm nominal size cum 0297 900.00 0.08 75.24
0 LS 0 0.00 0.00 0.00
Coarse sand (Zone III) cum 0982 850.00 0.04 35.53
0 LS 0 0.00 0.00 0.00
Portland Cement free (rate not required) Tonne 0367 0.00 0.03 0.00
Carriage of cement LS 0 0.00 0.00 0.00
Beldar Day 0114 152.00 0.09 12.92
Coolie Day 0115 152.00 0.06 8.51
Bhisti Day 0101 158.00 0.03 3.95
Mason (brick layer) 1st class Day 0123 168.00 0.01 0.84
Mason (brick layer) 2nd class Day 0124 158.00 0.01 0.79
Mate Day 0128 158.00 0.00 0.58
Hire and running charges of mechanical mixer Lumpsu 9999 1.00 2.47 2.47
m
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.30 1.30
m
Mason (brick layer) 1st class Day 0123 168.00 0.15 25.20
Mason (brick layer) 2nd class Day 0124 158.00 0.15 23.70
Sundries (no rates reqd.) Lumpsu 9999 1.00 5.07 5.07
m

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Mason (brick layer) 1st class Day 0123 168.00 0.25 42.00
Mason (brick layer) 2nd class Day 0124 158.00 0.25 39.50
Beldar Day 0114 152.00 1.00 152.00
Carriage Lumpsu 9999 1.00 0.00 0.00
m
Cement mortar for grouting 1:3 (1 cement :3 fine sand)Rate as per cum 807.00 0.01 7.26
AOR Ch3 of item no.10
Mason (average) Day 0155 158.00 0.08 12.80
Coolie Day 0115 152.00 0.10 15.35
Bhisti Day 0101 158.00 0.03 5.21
Hire and running charges of mechanical mixer Lumpsu 9999 1.00 1.69 1.69
m
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.43 1.43
m
473.35
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 4.73
m
478.09
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 71.71
m
Cost of 10 metre 549.80
Cost of 1 metre metre 54.98 0.00
D104140 Making khurras 45x45cm with average minimum thickness of 5cm
S cement concrete 1:2:4 (1cement: 2coarse sand: 4graded stone
R aggregate of 20mm nominal size) over P.V.C. sheet
1 1mx1mx400micron, finished with 12mm cement plaster 1:3
2 (1cement: 3coarse sand) and a coat of neat cement rounding the
. edges and making and finishing the outlet complete
2
2
Detail of cost for 1 no.
Cement concrete 20 mm nominal size cum 0295 900.00 0.01 6.03
Cement concrete 10 mm nominal size cum 0297 900.00 0.00 1.98
0 LS 0 0.00 0.00 0.00
Coarse sand (Zone III) cum 0982 850.00 0.00 3.74
0 LS 0 0.00 0.00 0.00
Portland Cement free (rate not required) Tonne 0367 0.00 0.00 0.00
Carriage of cement LS 0 0.00 0.00 0.00
Beldar Day 0114 152.00 0.01 1.37

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Coolie Day 0115 152.00 0.01 0.91
Bhisti Day 0101 158.00 0.00 0.43
Mason (brick layer) 1st class Day 0123 168.00 0.00 0.08
Mason (brick layer) 2nd class Day 0124 158.00 0.00 0.08
Mate Day 0128 158.00 0.00 0.06
Hire and running charges of mechanical mixer Lumpsu 9999 1.00 0.26 0.26
m
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.13 0.13
m
Polyvinyl chloride sheet 400 micron thick Sqm 3002 38.00 1.00 38.00
Cement mortar for grouting 1:3 (1 cement :3 fine sand)Rate as per 1074.99 0.00 4.41
AOR Ch3 of item no.8
Mason (average) Day 0155 158.00 0.02 3.71
Coolie Day 0115 152.00 0.02 3.57
Bhisti Day 0101 158.00 0.01 1.24
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.39 0.39
m
Portland Cement free (rate not required) Tonne 0367 0.00 0.00 0.00
Carriage of cement LS 0 0.00 0.00 0.00
Mason (average) Day 0155 158.00 0.01 1.26
Coolie Day 0115 152.00 0.01 1.22
Rounding of edges and making outlet Lumpsu 9999 1.00 0.26 0.26
m
Sundries (no rates reqd.) Lumpsu 9999 1.00 13.52 13.52
m
82.65
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.83
m
83.48
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 12.52
m
Cost of 1 no. Each 96.00 0.00
104150 Providing sand stone slab for roofing and laying them in cement
mortar 1:4 (1cement: 4coarse sand) over wooden karries or R.C.C.
battens etc (Karries and battens etc to be paid separately)
including pointing the ceiling joints with cement mortar 1:3
(1cement: 3fine sand) complete

D104151 Red sand stone slab, 40mm to 50mm thick

S
R
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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Details of cost for 10 sqm
Materials
Stone slab including wastage@ 10% 1 sqm Sqm 1174 185.00 11.00 2035.00
Carriage of slab LS 0 0.00 0.00 0.00
Cement mortar 1:4 (1 cement:4 coarse sand)Rate as per AOR Ch3 cum 1074.99 0.01 10.21
of item no.11
Cement mortar for grouting 1:3 (1 cement :3 fine sand)Rate as per cum 807.00 0.01 6.05
AOR Ch3 of item no.10
Labour:
Mason (average) Day 0155 158.00 1.52 240.16
Bandhani Day 0100 158.00 1.82 287.56
Coolie Day 0115 152.00 1.52 231.04
Bhisti Day 0101 158.00 0.30 47.40
Sundries (no rates reqd.) Lumpsu 9999 1.00 16.12 16.12
m
822.28 2051.26
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 8.22 20.51
m
830.50 2071.78
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 124.58 310.77
m
Cost of 10 sqm 955.08 2382.54
Cost of 1 sqm Sqm 95.51 238.25
D104152 White sand stone slab, 40mm to 50mm thick
S
R Details of cost for 10 sqm
1 Materials
Stone slab including wastage@ 10% 1 sqm Sqm 1175 205.00 11.00 2255.00
Carriage of slab LS 0 0.00 0.00 0.00
Cement mortar 1:4 (1 cement:4 coarse sand)Rate as per AOR Ch3 cum 1074.99 0.01 10.21
of item no.11
Labour:
Mason (average) Day 0155 158.00 1.52 240.16
Bandhani Day 0100 158.00 1.82 287.56
Coolie Day 0115 152.00 1.52 231.04
Bhisti Day 0101 158.00 0.30 47.40
Sundries (no rates reqd.) Lumpsu 9999 1.00 16.12 16.12
m

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Cement mortar for grouting 1:3 (1 cement :3 fine sand)Rate as per cum 807.00 0.01 6.46
AOR Ch3 of item no.10
828.74 2265.21
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 8.29 22.65
m
837.02 2287.86
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 125.55 343.18
m
Cost of 10 sqm 962.58 2631.04
Cost of 1 sqm Sqm 96.26 263.10
WATER PROOFING
D105010 Providing & laying water-proof treatment on roof slabs by applying
S after preparation, cement slurry mixed with Tapecrete acrylic based
R polymer water proofing compound (having solid content 30% ± 2,
2 pH >7) in a ratio of 2:1 (2 cement : 1 water proofing compound),
2 followed by laying of fibre glass cloth; 2nd coat of cement slurry
. mixed with acrylic based polymer water proofing compound and a
6 final coat of water proofing compound brush topping having water
proofing compound, cement and c/sand @ 1:2:2 by weight.
Complete job to be carried out as per specifications

Details of cost for 10 sqm

Materials
Portland Cement free (rate not required) Tonne 0367 0.00 0.02 0.00
Carriage of cement LS 0 0.00 0.00 0.00
Polymer modified cementation coating Kg 8501 135.00 9.69 1308.15
Fibre glass cloth Sqm 8502 40.00 11.00 440.00
Labour:
Mason (average) Day 0155 158.00 2.00 316.00
Beldar Day 0114 152.00 1.00 152.00
Bhisti Day 0101 158.00 0.25 39.50
Sundries (no rates reqd.) Lumpsu 9999 1.00 23.40 23.40
m
530.90 1748.15
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 5.31 17.48
m
536.21 1765.63

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 80.43 264.84
m
Cost of 10 sqm 616.64 2030.48
Cost of 1 sqm Sqm 61.66 203.05
105020 Providing & laying corner fillet (Gola) 25mmx25mm size at junction
of walls & slab and pipe joints sealing by cement sand mortar 1:3
mixed with Tapecrete acrylic based polymer water proofing
compound (having solid content 30% ± 2, pH >7) at 0.5% of
cement by weight.

Details of cost per 10 M

Material
Cement & sand 1:3 mortor as per item no. 10 CUM - 807.00 0.01 4.84
Acrylic based water proofing compound Kg 8818 135.00 1.20 162.00
Labour
Mason (brick layer) 1st class Day 0123 151.50 0.01 0.76
Beldar Day 0114 135.25 0.09 11.50
Bhisti Day 0101 135.45 0.03 3.39
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
16.64 166.84
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.00 0.17 1.67
m
16.81 168.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 0.00 2.52 25.28
m
Cost for 10 metre 19.33 193.79
Cost per metre metre 1.93 19.38
D105030 Painting top of roofs with residual type petroleum bitumen of
S penetration 80/100 of approved quality at 17kg per 10 sqm
R impregnated with a coat of coarse sand at 60 cudm per 10sqm
1 including cleaning the slab surface with brushes and finally with a
2 piece of cloth lightly soaked in kerosene oil complete
.
1
5
Details of cost for 10 sqm
Materials
Paving bitumen S-90 of approved quality Tonne 0309 55000.00 0.02 935.00
Kerosene oil litre 0771 9.34 1.22 11.39
Coal (steam) quintal 0370 2000.00 0.04 70.00

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
0 LS 0 0.00 0.00 0.00
Coarse sand (Zone III) cum 0982 850.00 0.06 51.00
0 LS 0 0.00 0.00 0.00
Labour:
Beldar Day 0114 152.00 0.38 57.76
Painter Day 0131 158.00 0.15 23.70
Sundries (no rates reqd.) Lumpsu 9999 1.00 13.52 13.52
m
94.98 1067.39
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.95 10.67
m
95.93 1078.07
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 14.39 161.71
m
Cost of 10 sqm 110.32 1239.78
Cost of 1 sqm Sqm 11.03 123.98

D105040 Providing and laying four courses water proofing treatment with
S bitumen felt over roofs consisting of 1st and 3rd courses of blown
R bitumen 85/ 25 or 90/ 15 conforming to IS: 702 applied hot @
2 1.45kg/sqm of area for each course, 2nd course of roofing felt type
2 3 grade-I (Hessian base self finished bitumen felt) conforming to
. IS:1322 and 4th and final course of stone grit 6mm and down size
8 or pea-sized gravel spread at 6 cudm/sqm including preparation of
surface but excluding grading complete

Materials
Bitumen felt (hessian base) type 3 grade1 Blown or/and residual Tonne 0313 47000.00 0.09 4089.00
bitumen applied hot 1.45=2x1.45x30=87 kg
Bitumen felt type 3 grade1 (hessian base self finished bitumen felt) Sqm 0322 109.90 33.00 3626.70
=30 sqm Add for over lapping @ 10%=3 sqm

Stone grit 6mm and down size or pea size gravel 30x6=180 cudm cum 1177 1050.00 0.18 189.00
Carriage of stone grit LS 0 0.00 0.00 0.00
Carriage of bitumen and felt =0.162 t .087t x LS 0 0.00 0.00 0.00
22.7/10 x 1/1000 x 33=0.162t
Fuel( steam coal) =2 quintals /t of bitumen i.e. 2x0.087=0.174 q quintal 0370 2000.00 0.17 348.00
Carriage of fuel LS 0 0.00 0.00 0.00

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Preparing roof surface,sutting gruve and making good etc. Lumpsu 9999 1.00 134.55 134.55
m
Labour:
Painter Day 0131 158.00 2.16 341.28
Beldar Day 0114 152.00 3.24 492.48
Mistry Day 0130 158.00 0.18 28.44
Sundries (no rates reqd.) Lumpsu 9999 1.00 6.76 6.76
m
868.96 8387.25
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 8.69 83.87
m
877.65 8471.12
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 131.65 1270.67
m
Cost of 30 sqm 1009.30 9741.79
Cost of 1 sqm Sqm 33.64 324.73
D105050 Providing and laying six courses water proofing treatment with
S bitumen felt over roofs consisting of first, third and fifth course of
R blown bitumen 85/ 25 or 90/ 15 conforming to IS: 702 applied hot
2 @ 1.45, 1.20 and 1.45 kg/sqm of area respectively, second and
2 fourth courses of roofing felt type 3 grade I conforming to IS: 1322
. (Hessian based self finished bitumen felt) conforming to IS: 1322
9 and sixth and final course of stone grit 6mm and down size or pea-
sized gravel spread at 6cudm/sqm including preparation of surface
but excluding grading complete

Details of cost for 30 sqm

Materials
Bitumen felt (hessian base) type 3 grade1 Blown or/and residual Tonne 0313 47000.00 0.12 5781.00
bitumen applied hot(1.45 +1.20 +1.45 )x30=123 kg
Bitumen felt type 3 grade1 (hessian base self finished bitumen felt) Sqm 0322 109.90 66.00 7253.40
=60 sqm Add for over lapping @ 10%=6 sqm
Total=66 sqm
Carriage of bitumen and felt =0.273 0 .123t x tonne 0 0.00 0.00 0.00
22.7/10 x 1/1000 x 66=0.273t
Stone grit 6mm and down size or pea size gravel 30x6=180 cudm cum 1177 1050.00 0.18 189.00
Carriage of stone grit LS 0 0.00 0.00 0.00
Fuel( steam coal) =2 quintals /t of bitumen i.e. 2x0.123=0.246 q quintal 0370 2000.00 0.25 492.00

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Carriage of fuel LS 0 0.00 0.02 0.00
Preparing roof surface,sutting gruve and making good etc. Lumpsu 9999 1.00 134.55 134.55
m
Labour:
Painter Day 0131 158.00 3.24 511.92
Beldar Day 0114 152.00 4.86 738.72
Mistry Day 0130 158.00 0.20 31.60
Sundries (no rates reqd.) Lumpsu 9999 1.00 6.76 6.76
m
1289.00 13849.95
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 12.89 138.50
m
1301.89 13988.45
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 195.28 2098.27
m
Cost of 30 sqm 1497.17 16086.72
Cost of 1 sqm Sqm 49.91 536.22
D105060 Providing and laying six courses water proofing treatment with
S bitumen felt over roofs consisting of first, third and fifth courses of
R blown or/ and residual bitumen applied hot at 1.45, 1.20 and
2 1.70kg per square metre of area respectively, second and fourth
2 courses of roofing felt type 2 grade I (fibre base self finished
. bitumen felt) sixth and final course of stone grit 6mm and down
1 size or pea-sized gravel spread at 6cudm/sqm including
0 preparation of surface, excluding grading complete

Details of cost for 30 sqm

Materials
Bitumen felt (hessian base) type 2 grade1 Blown or/and residual Tonne 0313 47000.00 0.13 6133.50
bitumen applied hot(1.45 +1.20 +1.70 )x30=130.5 kg
Bitumen felt type 2 grade1 ( fibre base self finished bitumen felt) Sqm 0318 101.25 66.00 6682.50
=60 sqm Add for over lapping @ 10%=6 sqm
Total=66 sqm
Carriage of bitumen and felt =0.248 0 .131t x LS 0 0.00 0.00 0.00
22.2/10 x 1/1000 x 66=0.248 t
Stone grit 6mm and down size or pea size gravel 30x6=180 cudm cum 1177 1050.00 0.18 189.00
Carriage of stone grit LS 0 0.00 0.00 0.00
Fuel( steam coal) =2 quintals /t of bitumen i.e. 2x0.123=0.246 q quintal 0370 2000.00 0.25 492.00

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Carriage of fuel LS 0 0.00 0.00 0.00
Preparing roof surface,sutting gruve and making good etc. Lumpsu 9999 1.00 134.55 134.55
m
Labour:
Painter Day 0131 158.00 4.32 682.56
Beldar Day 0114 152.00 6.48 984.96
Mistry Day 0130 158.00 0.36 56.88
Sundries (no rates reqd.) Lumpsu 9999 1.00 6.76 6.76
m
1731.16 13631.55
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 17.31 136.32
m
1748.47 13767.87
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 262.27 2065.18
m
Cost of 30 sqm 2010.74 15833.05
Cost of 1 sqm Sqm 67.02 527.77
D105070 Providing and laying six courses water proofing treatment with
S bitumen felt over roofs consisting of first, third and fifth courses of
R blown or/ and residual bitumen applied hot at 1.45, 1.20 and
2 1.70kg/sqm of area respectively, second and fourth courses of
2 roofing felt type 2 grade II (glass fibre base self finished bitumen
. felt) and sixth and final course of stone grit 6mm and down size or
1 pea-sized gravel spread at 6cudm/sqm including preparation of
1 surface but excluding grading, complete

Details of cost for 30 sqm

Materials
Bitumen felt (fibre base) type 2 grade1 Blown or/and residual Tonne 0313 47000.00 0.13 6157.00
bitumen applied hot(1.45 +1.20 +1.70 )x30=130.5 kg
Bitumen felt type 2 grade1 ( fibre base self finished bitumen felt) Sqm 0318 101.25 66.00 6682.50
=60 sqm Add for over lapping @ 10%=6 sqm
Total=66 sqm
Carriage of bitumen and felt 0 .131t x 30.8/10 x LS 0 0.00 0.00 0.00
1/1000 x 66=0.334 t
Stone grit 6mm and down size or pea size gravel 30x6=180 cudm cum 1177 1050.00 0.18 189.00
Carriage of stone grit LS 0 0.00 0.00 0.00
Fuel( steam coal) =2 quintals /t of bitumen i.e. 2x0.123=0.246 q quintal 0370 2000.00 0.25 492.00

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Carriage of fuel LS 0 0.00 0.00 0.00
Preparing roof surface,sutting gruve and making good etc. Lumpsu 9999 1.00 134.55 134.55
m
Labour:
Painter Day 0131 158.00 4.32 682.56
Beldar Day 0114 152.00 6.48 984.96
Mistry Day 0130 158.00 0.36 56.88
Sundries (no rates reqd.) Lumpsu 9999 1.00 6.76 6.76
m
1731.16 13655.05
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 17.31 136.55
m
1748.47 13791.60
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 262.27 2068.74
m
Cost of 30 sqm 2010.74 15860.34
Cost of 1 sqm Sqm 67.02 528.68
D105080 Supplying and applying bituminous solution primer on roof and or
S wall surface at 0.24litre/sqm
R
2 Details of cost for 10 sq metres
Materials
Bitumen solution primer of approved quality with oil base litre 0316 102.00 2.40 244.80
carriage Lumpsu 9999 1.00 0.00 0.00
m
Labour:
Painter Day 0131 158.00 0.17 26.86
Beldar Day 0114 152.00 0.17 25.84
Sundries (no rates reqd.) Lumpsu 9999 1.00 13.52 13.52
m
66.22 244.80
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.66 2.45
m
66.88 247.25
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 10.03 37.09
m
Cost of 10 sqm 76.91 284.34
Cost of 1 sqm Sqm 7.69 28.43

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
D105090 Deduct for omitting in water proofing treatment final course of
S spreading stone grit 6mm down size or pea-sized gravel at 6
R cudm/sqm
2
2
Details of cost for 10 sq metres
Materials
Stone grit 6 mm and down size or pea sized gravel cum 1177 1050.00 0.06 63.00
Carriage of stone grit LS 0 0.00 0.00 0.00
Labour for screening and spreading grit Lumpsu 9999 1.00 21.58 21.58
m
Sundries (no rates reqd.) Lumpsu 9999 1.00 6.76 6.76
m
91.34
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.91
m
92.25
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 13.84
m
Cost of 10 sqm 106.09
Cost of 1 sqm Sqm 0.00 10.61
D105110 Providing and laying in situ over roofs seven course water proofing
S treatment with APP (Atactic Poly Propylene) modified Polymeric
R membrane 1.5mm thick of 2.25kg/sqm weight.7th, the top most
2 layer shall be of specified surface finish which shall be paid for
2 separately
.
Details of cost for 30 sqm
Materials
APP modified polymeric felt (two layers) 1.5mm thick = 2x30 = 60 Sqm 8200 210.00 66.00 13860.00
sqmAdd 10% wastage = 6 sqm
Total = 66 sqm

Bitumen primer 0.4x30 = 12 litre 0316 102.00 12.00 1224.00

Bitumen (Blown/ residual type) 3x36 =108 kg Tonne 0313 47000.00 0.11 5076.00
0 LS 0 0.00 0.00 0.00
Carriage of stone grit Lumpsu 9999 1.00 0.00 0.00
m
Coal (steam) quintal 0370 2000.00 0.17 348.00
Carriage of fuel LS 0 0.00 0.00 0.00

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Preparing roof surface,sutting gruve and making good etc. Lumpsu 9999 1.00 134.55 134.55
m
Labour:
Painter Day 0131 158.00 2.16 341.28
Beldar Day 0114 152.00 3.24 492.48
Mistry Day 0130 158.00 0.18 28.44
Sundries (no rates reqd.) Lumpsu 9999 1.00 6.76 6.76
m
868.96 20642.55
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 8.69 206.43
m
877.65 20848.98
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 131.65 3127.35
m
Cost of 30 sqm 1009.30 23976.32
Cost of 1 sqm Sqm 33.64 799.21
D105120 Providing and laying in situ over roofs five course water proofing
S treatment with APP (Atactic Poly Propylene) modified Polymeric
R membrane 2.0mm thick of 3.00kg/sqm weight.5th, the top most
2 layer shall be of specified surface finish which shall be paid for
2 separately
.
1
Details of cost for 30 sqm
Materials
APP modified polymeric felt (two layers) 2.0 mm thick =30 sqm Sqm 8201 245.00 33.00 8085.00
Total = 33 sqm
Bitumen primer 0.4x30 = 12 litre 0316 102.00 12.00 1224.00
Bitumen (Blown/ residual type) 3x36 =108 kg Tonne 0313 47000.00 0.07 3384.00
0 LS 0 0.00 0.00 0.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 7.80 7.80
m
Coal (steam) quintal 0370 2000.00 0.17 348.00
0 LS 0 0.00 0.00 0.00
Preparing roof surface,sutting gruve and making good etc. Lumpsu 9999 1.00 134.55 134.55
m
Labour:
Painter Day 0131 158.00 1.58 249.64
Beldar Day 0114 152.00 2.37 360.24
Mistry Day 0130 158.00 0.13 20.54

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Sundries (no rates reqd.) Lumpsu 9999 1.00 6.76 6.76
m
637.18 13183.35
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 6.37 131.83
m
643.55 13315.18
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 96.53 1997.28
m
Cost of 30 sqm 740.08 15312.46
Cost of 1 sqm Sqm 24.67 510.42
D105130 Providing and laying in situ over roofs seven course water proofing
S treatment with APP (Atactic Poly Propylene) modified Polymeric
R membrane 2.0mm thick of 3.00kg/sqm weight.7th, the top most
2 layer shall be of specified surface finish which shall be paid for
2 separately
.
1
Details of cost for 30 sqm
Materials
APP modified polymeric felt (two layers) 2.0 mm thick =2x30 Sqm 8201 245.00 66.00 16170.00
sqm=60 Add 10% wastage=6sqm Total = 66 sqm
Bitumen primer 0.4x30 = 12 litre 0316 102.00 12.00 1224.00
Bitumen (Blown/ residual type) 3x36 =108 kg Tonne 0313 47000.00 0.11 5076.00
0 LS 0 0.00 0.00 0.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.00 0.00
m
Coal (steam) quintal 0370 2000.00 0.17 348.00
0 LS 0 0.00 0.00 0.00
Preparing roof surface,sutting gruve and making good etc. Lumpsu 9999 1.00 134.55 134.55
m
Labour:
Painter Day 0131 158.00 2.16 341.28
Beldar Day 0114 152.00 3.24 492.48
Mistry Day 0130 158.00 0.18 28.44
Sundries (no rates reqd.) Lumpsu 9999 1.00 6.76 6.76
m
868.96 22952.55
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 8.69 229.53
m
877.65 23182.08

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 131.65 3477.31
m
Cost of 30 sqm 1009.30 26659.39
Cost of 1 sqm Sqm 33.64 888.65
###105140 Providing and fixing APP (Atactic Polypropylene polymer) modified
prefabricated five layer water proofing membrane of specified
thickness, black finished reinforced with glass fibre matt over a
coat of bitumen primer for bitumen membrane @ 0.40litre/sqm by
the same membrane manufacturer of density at 25oC, 0.87-
0.89kg/ litre and viscosity 70- 160cps

D105141 2mm thick (for corrugated roof sheets)

S
R Details of cost for 30 sqm
2 Materials
APP modified polymeric felt (two layers) 2.0 mm thick =30 sqm Sqm 8203 195.00 33.00 6435.00
Total = 33 sqm
Bitumen primer for bitumen membrane litre 8206 77.00 12.00 924.00
Carriage of Tar bitumen LS 0 0.00 0.00 0.00
Carriage of bitumen membrane Lumpsu 9999 1.00 0.00 0.00
m
Commercial LPG in cylinder. Kg 1241 53.55 7.00 374.85
Preparing roof surface, cutting groove and making good etc. Lumpsu 9999 1.00 49.53 49.53
m
Labour:
Skilled torch operator for laying tack Day 0159 168.00 2.16 362.88
Mistry Day 0130 158.00 0.18 28.44
Beldar Day 0114 152.00 3.24 492.48
Sundries, brushes, bitumen torch etc Lumpsu 9999 1.00 23.40 23.40
m
907.20 7783.38
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 9.07 77.83
m
916.27 7861.21
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 137.44 1179.18
m
Cost of 30 sqm 1053.71 9040.40
Cost of 1 sqm Sqm 35.12 301.35

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
D105142 3mm thick
S
R Details of cost for 30 sqm
2
Materials
APP modified polymeric felt (two layers) 2.0 mm thick =30 sqm Sqm 8204 239.00 33.00 7887.00
Total = 33 sqm
Bitumen primer for bitumen membrane litre 8206 77.00 12.00 924.00
Carriage of Tar bitumen LS 0 0.00 0.00 0.00
Carriage of bitumen membrane Lumpsu 9999 1.00 0.00 0.00
m
Commercial LPG in cylinder. Kg 1241 53.55 7.00 374.85
Preparing roof surface, cutting groove and making good etc. Lumpsu 9999 1.00 49.53 49.53
m
Labour:
Skilled torch operator for laying tack Day 0159 168.00 2.16 362.88
Mistry Day 0130 158.00 0.18 28.44
Beldar Day 0114 152.00 3.24 492.48
Sundries, brushes, bitumen torch etc Lumpsu 9999 1.00 23.40 23.40
m
907.20 9235.38
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 9.07 92.35
m
916.27 9327.73
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 137.44 1399.16
m
Cost of 30 sqm 1053.71 10726.89
Cost of 1 sqm Sqm 35.12 357.56
D105150 Providing and laying APP (Atactic Polypropylene polymer) modified
S prefabricated seven layer 3mm thick water proofing membrane,
R reinforced with non-woven polyester matt over a coat of bitumen
2 primer for bitumen membrane @ 0.25 Kg/sqm. by the same
2 membrane manufacture as per specification
.
2
0
Details of cost for 30 sqm
Materials
APP modified polymeric felt (two layers) 3.0 mm thick =30 sqm Sqm 8205 275.00 33.00 9075.00
Total = 33 sqm
Bitumen primer for bitumen membrane litre 8206 77.00 12.00 924.00

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Carriage of Tar bitumen LS 0 0.00 0.00 0.00
Carriage of bitumen membrane Lumpsu 9999 1.00 0.00 0.00
m
Commercial LPG in cylinder. Kg 1241 53.55 7.00 374.85

Preparing roof surface,cutting gruve and making good etc. Lumpsu 9999 1.00 49.53 49.53
m
Labour:
Skilled torch operator for laying tack Day 0159 168.00 2.16 362.88
Mistry Day 0130 158.00 0.18 28.44
Beldar Day 0114 152.00 3.24 492.48
Sundries, brushes, bitumen torch etc Lumpsu 9999 1.00 23.40 23.40
m
907.20 10423.38
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 9.07 104.23
m
916.27 10527.61
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 137.44 1579.14
m
Cost of 30 sqm 1053.71 12106.76
Cost of 1 sqm Sqm 35.12 403.56
### Note for Items 105020 to 105150 : The laying of membrane shall
be got done through the authorized applicator of the manufacturer
of membrane, if possible
D105160 Extra for covering top of membrane with Geotextile 120 gsm non
S woven 100% polyester of thickness 1 to 1.25mm thickness
R bonded to the membrane by heating by buytane torch
2
2
.
Details of cost for 30 sqm
Materials
Geotextile 120 gsm membrane =30 sqm Sqm 8207 35.00 31.50 1102.50
Add 5% for wastage = 1.5 sqm. Total 31.50m2
Carriage of Geotextile Lumpsu 9999 1.00 0.00 0.00
m
Labour:
Skilled torch operator for laying tack Day 0159 168.00 0.43 72.24
Mistry Day 0130 158.00 0.04 6.32
Beldar Day 0114 152.00 0.65 98.80

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Sundries, brushes, bitumen torch etc Lumpsu 9999 1.00 46.80 46.80
m
224.16 1102.50
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.24 11.03
m
226.40 1113.53
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 33.96 167.03
m
Cost of 30 sqm 260.36 1280.55
Cost of 1 sqm Sqm 8.68 42.69
S105170 Cutting to 'V' section, cleaning and washing cracks for repairs to
E roof. Grouting with cement slurry 1:1 and plastering over crack with
R cement mortar 1:3
.
K
Details of cost for 100 m
Materials
Cement Concrete 1:3 (1cement :3fine sand)Rate as per AOR C-3 cum 807.00 0.05 40.35
item no.10
Labour:
Mate Day 0128 158.00 0.25 39.50
Beldar Day 0114 152.00 5.00 760.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 3.00 4.00
m
803.50 40.35
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 8.04 0.40
m
811.54 40.75
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 121.73 6.11
m
933.27 46.87
Cost per m metre 9.33 0.47
S105180 Cutting to 'V' section, cleaning and washing cracks for repairs to
E roof. Grouting with special compound such as valamoid or any
R other similar compound
.
Details of cost for 100 m
Materials
Valmoid Crack repair compound Kg 9668 60.00 10.00 600.00
Labour:

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Mate Day 0128 158.00 0.25 39.50
Beldar Day 0114 152.00 5.00 760.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 3.00 3.00
m
802.50 600.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 8.03 6.00
m
810.53 606.00
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 121.58 90.90
m
932.10 696.90
Cost per m metre 9.32 6.97
D105190 Grading roof for water proofing treatment with-
S
D
R105191 Cement concrete 1:2:4 (1 cement, 2 coarse sand and 4 graded
S
2 stone aggregate of 20mm nominal size)
R
2
Details of cost for one cum
Materials
Stone Aggregate (Single size) : 20 mm nominal size cum 0295 900.00 0.67 603.00
Stone Aggregate (Single size) : 10 mm nominal size cum 0297 900.00 0.22 198.00
0 LS 0 0.00 0.00 0.00
Coarse sand (Zone III) cum 0982 850.00 0.45 382.50
0 LS 0 0.00 0.00 0.00
Portland Cement free (rate not required) Tonne 0367 0.00 0.32 0.00
0 LS 0 0.00 0.00 0.00
Labour:
Beldar Day 0114 152.00 1.63 247.76
Bhisti Day 0101 158.00 0.70 110.60
Mason (brick layer) 1st class Day 0123 168.00 0.10 16.80
Sundries, brushes, bitumen torch etc Lumpsu 9999 1.00 14.30 14.30
m
Hire charges of Concrete Mixer 0.14 cubic metre Day 0002 700.00 0.07 49.00
Hire charges of Vibrator (Needle type 40mm) Day 0012 300.00 0.07 21.00
Sundries for laying in terrace Lumpsu 9999 1.00 45.76 45.76
m
505.22 1183.50
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 5.05 11.84
m

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
510.27 1195.34
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 76.54 179.30
m
Cost of one cum cum 586.81 1374.64
D105192 Cement mortar 1:3 (1 cement, 3 coarse sand)
S
R Details of cost for one cum
2 Materials
Cement mortar 1:3 (Rate as per item no. 8 of AOR C-3 ) cum 1074.99 1.00 1074.99
Labour:
Mason (average) Day 0155 158.00 1.00 158.00
Beldar Day 0114 152.00 1.00 152.00
Bhisti Day 0101 158.00 0.50 79.00
Coolie Day 0115 152.00 1.00 152.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 11.70 11.70
m
552.70 1074.99
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 5.53 10.75
m
558.23 1085.74
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 83.73 162.86
m
Cost of one cum cum 641.96 1248.60
CEILING :
106010 Providing and fixing insulating board ceiling of approved quality as
per IS:3348 with necessary nails etc. complete (frame work to be
paid separately)

D106011 Natural colour insulating board, 12mm thick

S
R
1 Details of cost for 10 sq metres
Materials
Natural colour insulating board :12 mm thick Sqm 0332 186.00 11.00 2046.00
Carriage of materials Lumpsu 9999 1.00 0.00 0.00
m
Nails Lumpsu 9999 1.00 26.91 26.91
m
Labour:
Carpenter 1st class each 0111 168.00 2.50 420.00

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Beldar each 0114 152.00 2.00 304.00
Scaffolding 1 time 9999 1.00 31.07 31.07
Sundries (no rates reqd.) Lumpsu 9999 1.00 31.07 31.07
m
786.14 2072.91
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 7.86 20.73
m
794.00 2093.64
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 119.10 314.05
m
Cost of 10.00 sqm 913.10 2407.68
Cost of 1 sqm Sqm 91.31 240.77
D106012 White/ivory face insulating board, 12mm thick
S
R Details of cost for 10 sq metres
1 Materials
White face insulating board 12mm thick including 10% wastage Sqm 0328 250.00 11.00 2750.00
Carriage of materials Lumpsu 9999 1.00 0.00 0.00
m
Nails Lumpsu 9999 1.00 69.97 69.97
m
Labour:
Carpenter 1st class Day 0111 168.00 2.50 420.00
Beldar Day 0114 152.00 2.00 304.00
Scaffolding Lumpsu 9999 1.00 31.07 31.07
m
Sundries (no rates reqd.) Lumpsu 9999 1.00 31.07 31.07
m
786.14 2819.97
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 7.86 28.20
m
794.00 2848.17
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 119.10 427.23
m
Cost of 10.00 sqm 913.10 3275.40
Cost of 1 sqm Sqm 91.31 327.54
D106013 Flame retardant face insulating board, 12mm thick
S
R
1 Details of cost for 10 sq metres

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Materials
Flame retardent face insulating board 12mm thick including 10% Sqm 0336 220.00 11.00 2420.00
wastage
Carriage of materials Lumpsu 9999 1.00 0.00 0.00
m
Nails Lumpsu 9999 1.00 69.97 69.97
m
Labour:
Carpenter 1st class Day 0111 168.00 2.50 420.00
Beldar Day 0114 152.00 2.00 304.00
Scaffolding Lumpsu 9999 1.00 31.07 31.07
m
Sundries (no rates reqd.) Lumpsu 9999 1.00 31.07 31.07
m
786.14 2489.97
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 7.86 24.90
m
794.00 2514.87
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 119.10 377.23
m
Cost of 10.00 sqm 913.10 2892.10
Cost of 1 sqm Sqm 91.31 289.21
106020 Providing and fixing flat pressed 3 layer medium density particle
D board or graded particle board (Grade-1) IS: 3087 marked 12mm
S thick in ceiling with necessary nails etc. complete (frame work to be
R paid separately)
1
Details of cost for 10 sq metres
Materials
Stanard quality board 4.5mm thick including 10% wastage Sqm 0341 270.00 11.00 2970.00
Carriage of materials Lumpsu 9999 1.00 0.00 0.00
m
Nails Lumpsu 9999 1.00 26.91 26.91
m
Labour:
Carpenter 1st class Day 0111 168.00 2.50 420.00
Beldar Day 0114 152.00 2.00 304.00
Scaffolding Lumpsu 9999 1.00 31.07 31.07
m

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Sundries (no rates reqd.) Lumpsu 9999 1.00 31.07 31.07
m
786.14 2996.91
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 7.86 29.97
m
794.00 3026.88
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 119.10 454.03
m
Cost of 10.00 sqm 913.10 3480.91
Cost of 1 sqm Sqm 91.31 348.09
106030 Extra for circular cutting and waste in ceiling with :
D106031 Insulating board
S Details of cost for 15.71 metre
R
1 Materials
0.5 metre dia each=10x(22/7)x0.5=15.71 m Sqm 0332 186.00 2.15 399.90
Area=10x(22/7)/4x0.5x0.5=1.96 sqm Wastage
@10%=0.19 sqm
Carriage of materials Lumpsu 9999 1.00 0.00 0.00
m
Nails Lumpsu 9999 1.00 5.33 5.33
m
Labour:
Carpenter 1st class Day 0111 168.00 0.49 82.32
Beldar Day 0114 152.00 0.39 59.28
Scaffolding Lumpsu 9999 1.00 6.11 6.11
m
Sundries (no rates reqd.) Lumpsu 9999 1.00 6.11 6.11
m
Carpenter 1st class Day 0111 168.00 2.50 420.00
Beldar Day 0114 152.00 2.50 380.00
Scaffolding Lumpsu 9999 1.00 10.79 10.79
m
964.61 405.23
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 9.65 4.05
m
974.26 409.28
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 146.14 61.39
m
Cost of 15.71 sqm 1120.39 470.67

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Cost of 1 sqm Sqm 71.32 29.96
N106032 Particle board
e
w Details of cost for 15.71 metre
Materials
0.5 metre dia each=10x(22/7)x0.5=15.71 m Sqm 0341 270.00 2.15 580.50
Area=10x(22/7)/4x0.5x0.5=1.96 sqm Wastage
@10%=0.19 sqm
Carriage of materials Lumpsu 9999 1.00 0.00 0.00
m
Nails Lumpsu 9999 1.00 5.33 5.33
m
Labour:
Carpenter 1st class Day 0111 168.00 0.49 82.32
Beldar Day 0114 152.00 0.39 59.28
Sundries (no rates reqd.) Lumpsu 9999 1.00 6.11 6.11
m
Sundries (no rates reqd.) Lumpsu 9999 1.00 6.11 6.11
m
Carpenter 1st class Day 0111 168.00 2.50 420.00
Beldar Day 0114 152.00 2.50 380.00
Scaffolding Lumpsu 9999 1.00 10.79 10.79
m
964.61 585.83
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 9.65 5.86
m
974.26 591.69
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 146.14 88.75
m
Cost of 15.71 sqm 1120.39 680.44
Cost of 1 sqm Sqm 71.32 43.31
D106040 Extra over 106011 to 106013 and 106020 for providing and fixing
S ceiling to curved surfaces in narrow widths
R
1 Details of cost for 10 sq metres
Labour:
Carpenter 1st class Day 0111 168.00 1.00 168.00
Carpenter 2nd class Day 0112 158.00 1.00 158.00
Beldar Day 0114 152.00 2.00 304.00
630.00

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R
Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 6.30
m
636.30
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 95.45
m
Cost of 10.00 sqm 731.74
Cost of 1 sqm Sqm 73.17 0.00
D106050 Providing and fixing false ceiling with 12mm thick plain/semi
S perforated or with design ceiling tiles of BWP type phenol
R formaldehyde synthetic resin bonded pressed particle board
1 conforming to IS:3087 finished with a coat of aluminium primer on
2 both sides & edges and two coats of synthetic enamel paint of
. approved quality on exposed face fixed to a grid made out of
2 anodised aluminium (with 15 micron anodic coating) T-sections 35
9 x 15 x 1.5mm size main runners and cross runners 23.5x19x1.5
mm fixed to main runners placed 600 mm centre to centre both
ways so as to form a grid of 600 mm square. The frame work shall
be suspended from ceiling by level adjusting hangers of 6mm dia
M.S. rod fixed to roof slab by means of ceiling cleats. The
suspenders shall be placed 600 x 1200 mm centre to centre
including fixing to the frame with C.P. brace screws and applying a
priming coat of zinc chromate yellow primer (aluminium frame
work and hangers shall be paid separately)

Materials
Plain ceiling tiles 600x600x12 mm thick Area including 10% sqm 7267 90.00 11 990.00
wastage=11.00 sqm
Carriage of tiles Lumpsu 9999 1.00 0.00 0.00
m
C.P.brass screws Lumpsu 9999 1.00 26.91 26.91
m
Labour:
Carpenter 1st class Day 0111 168.00 2.50 420.00
Beldar Day 0114 152.00 2.00 304.00
Scaffolding Lumpsu 9999 1.00 31.07 31.07
m
Sundries (no rates reqd.) Lumpsu 9999 1.00 31.07 31.07
m

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
786.14 1016.91
Add for water charges @ 1% 0.01 7.86 10.17
794.00 1027.08
Add for contractors profit and overhead @10% 0.15 119.10 154.06
Cost of 10.00 sqm 913.10 1181.14
Cost of 1 sqm Sqm 91.31 118.11
D106060 Extra for providing 3mm thick translucent white acrylic plastic
S sheets of approved quality in false ceiling instead of 12mm thick
R plain/ or with design particle board ceiling tiles in Item 106050
1
2
Details of cost for 10 sq metres
3 mm thick translucent white acrylic plastic sheet Sqm 7385 575.00 10.00 5750.00
Plain ceiling tiles (BWP type phenol formaldehyde synthectic resin Each 7267 90.00 -10.00 -900.00
bonded) (600x600x12mm)
4850.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 48.50
m
4898.50
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 734.78
m
Cost of 10.00 sqm 5633.28
Cost of 1 sqm Sqm 563.33 0.00
D106070 Providing and fixing 8mm thick non-asbestos multipurpose cement
S board, reinforced with cellulose fibre, manufactured through auto-
R claving process (high pressure steam-cured) as per IS:14862 with
suitable fibre cement with screws (framework to be paid
1 separately)
2 Detail of cost of 10.00 sqm
Materials
8mm thick non-asbestos multi-purpose board Sqm 8879 240.00 11.00 2640.00
Carriage of materials Lumpsu 9999 1.00 0.00 0.00
m
Nails Lumpsu 9999 1.00 26.91 26.91
m
Labour:
Carpenter 1st class Day 0111 168.00 2.50 420.00
Beldar Day 0114 152.00 2.00 304.00
Scaffolding Lumpsu 9999 1.00 31.07 31.07
m

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Sundries (no rates reqd.) Lumpsu 9999 1.00 31.07 31.07
m
786.14 2666.91
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 7.86 26.67
m
794.00 2693.58
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 119.10 404.04
m
Cost of 10.00 sqm 913.10 3097.62
Cost of 1 sqm Sqm 91.31 309.76
C106080 Providing & fixing PVC multiple hollow section of approved colour
R with tongue and groove fixture having wall thickness 1mm and
0 overall thickness 12mm in ceiling on existing frame work
6
3
0
Detail of cost of per sqm
Materials
PVC multiple hollow section of approved colour with tongue and Sqm 9657.00 1305.00 1.10 1435.50
groove fixture wall thickness 1mm and overall thickness 12mm
Carriage of materials Lumpsu 9999 1.00 0.00 0.00
m
Nails Lumpsu 9999 1.00 5.00 5.00
m
Labour:
Mate Day 0128 158.00 0.01 1.58
Carpenter 1st class Day 0111 168.00 0.15 25.20
Beldar Day 0114 152.00 0.30 45.60
Scaffolding Lumpsu 9999 1.00 10.00 10.00
m
82.38 1440.50
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.82 14.41
m
83.20 1454.91
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 12.48 218.24
m
Cost of 1 sqm Sqm 95.68 1673.14

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
D106090 Providing and fixing Tiled False Ceiling Tiles of approved materials
S of size 595x595mm in true horizontal level suspended on
R interlocking metal grid of galvanized steel sections (galvanized @
1 170gsm/sqm) consisting of main “T” runners suitably spaced at
2 joints to get required length and of size 24x38mm made from
. 0.30mm thick (minimum) sheet spaced at 1200mm centre to centre
5 and cross “T” of size 24x25mm made of 0.3mm thick (min.) sheet,
... contd. - spaced between main “T” at 600mm centre to centre to
form a grid of 1200x600mm and secondary cross “T” of length
600mm and size 24x25mm made of 0.30mm thick minimum sheet
to be interlocked at middle of the 1200x600mm panel to form grids
of 600x600mm wall angle of size 21x21x 3mm and laying false
ceiling tiles of approved texture in the grid including, wherever
required, cutting/making openings for services like diffusers, grills,
light fittings, fixtures, smoke detectors etc. ... contd. -

... contd. - Main “T” runners to be suspended from ceiling using GI

slotted cleats fixed to ceiling wit 6mm dia and 50mm long dash
fasteners, 4mm dia GI adjustable rods with galvanized level clips
spaced at 1200mm centre to centre along main “T”, bottom
exposed width of 24mm of all T-sections shall be pre painted with
polyester paint, all complete at all heights as per specifications
drawings and as directed by Engineer-in-charge. (The rate is
excluding the cost of tiles which will be paid separately)

Detail of cost of 100.00 sqm

Materials
Main T ceiling sections 24x38x0.3 mm (3 metre long) of steel Each 8611 170.00 29.50 5015.00
section, galvanised at 170gsm/sqm for false ceiling
Perimeter wall angle 21x21 mm (3 metre long) of steel section, Each 8612 110.00 13.50 1485.00
galvanised at 170gsm/sqm for false ceiling
Intermediate cross channel (1.2 m long) of steel section, Each 8613 65.00 147.00 9555.00
galvanised at 170 gsm/sqm for false ceiling
Intermediate cross channel (1.6 m long) of steel section, Each 8614 83.00 147.00 12201.00
galvanised at 170 gsm/sqm for false ceiling
Hanger rod 0.5 mm thick of steel section, galvanised at Each 8615 6.00 72.00 432.00
170gsm/sqm for false ceiling
Adjustment clip for false ceiling Each 8616 5.00 72.00 360.00

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Soffit cleat for false ceiling Each 8617 2.50 72.00 180.00
Dash fastener 6 mm dia 50 mm long for false ceiling Each 8618 10.00 72.00 720.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 187.95 187.95
m
carriage Lumpsu 9999 1.00 0.00 0.00
m
Labour:
Carpenter 1st class Day 0111 168.00 3.00 504.00
Beldar Day 0114 152.00 3.00 456.00
960.00 30135.95
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 9.60 301.36
m
969.60 30437.31
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 145.44 4565.60
m
Cost of 10.00 sqm 1115.04 35002.91
Cost of 1 sqm Sqm 11.15 350.03
D106100 Providing and fixing at all height false ceiling of 12.5mm thick
S tapered edge gypsum board conforming to IS: 2095-Part I,
R including providing and fixing of frame work made of special
1 sections power pressed from M.S. sheet and galvanised with zinc
2 coating of grade 350 as per IS: 277 and consisting of angle cleats
. of size 25mm x 1.6mm with flanges of 22mm and 37mm at
8 1200mm centre to centre one flange fixed to the ceiling with stener
2 12.5mm dia x 40mm long with 6mm dia bolts to the angle hangers
of 25x25x0.55mm of required length ... contd. -

... Contd. -- and other end of angle hanger being fixed with nut and
bolts to G.I. channels 45x15x0.9mm running at the rate of 1200mm
centre to centre to which the ceiling section 0.5mm thick bottom
wedge of 80mm with tapered flanges of 26mm each having clips of
10.5mm at 450mm centre to centre shall be fixed in a direction
perpendicular to G.I. channel with connecting clips made out of
2.64mm dia x 230mm long G.I. wire at every junction including
fixing the gypsum board with ceiling section and perimeter
channels 0.5mm thick 27mm high having flanges of 20mm and
30mm long, - contd. ...

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
... contd. - the perimeter of ceiling fixed to wall/ partition with the
help of rawl plugs at 450mm centre to centre with 25mm long drive-
all screws @ 230mm interval including jointing and fixing to a flush
finish of tapered and square edges of the gypsum board with
recommended filler, paper tapes, finisher and two coats of primer
suitable for gypsum board as per manufacturers specification and
also including the cost of making openings for light fittings, grills,
diffusers, cutouts made with frame of perimeter channels suitably
fixed all complete as per drawing and specification and direction of
the Engineer-in-Charge but excluding the cost of painting

Details of cost for 18.8x9.6m=103.68 sqm

Materials
Gypsum board 12mm thick =103.68 sqm Add wastage @ 5%=5.18 Sqm 7009 155.00 108.86 16873.30
sqm Total=108.86 sqm
Ceiling sections made of galvanised MS sheet of size metre 7010 40.00 238.14 9525.60
25mmx1.6mm thick with flanges of 22mm & 37mm for false ceiling

Perimeter channel made of galvanised MS sheet 0.5mm thick, metre 7011 25.00 41.84 1046.00
27mm high with flanges of 20mm & 30mm for false ceiling
Intermediate channel made of galvanised MS sheet of size metre 7012 40.00 90.72 3628.80
55mmx15mmx0.9mm thickness for false ceiling
MS Ceiling angle of size 25mmx25mmx0.55mm thickness for false metre 7013 17.50 10.80 189.00
ceiling
Connecting clips for false ceiling Each 7014 5.00 189.00 945.00
Nuts and bolts 6mm dia (25 m) 10 Nos. 1022 12.00 21.60 259.20
Soffit cleat for false ceiling Each 7015 3.00 72.00 216.00
All drive screws ( for gypsum board) 100 Nos. 7020 45.00 10.00 450.00
Joint filler for false ceiling Kg 7016 20.00 22.81 456.20
Joint finisher for false ceiling Kg 7017 25.00 34.21 855.25
Joint tape roll for false ceiling roll 7018 125.00 1.27 158.75
Primer (for gypsum board) litre 7021 95.00 18.66 1772.70
Dash fastener Each 7019 8.00 72.00 576.00
Sundries like rawl plug scaffolding etc. Lumpsu 9999 1.00 807.30 807.30
m
Carriage of materials etc. Lumpsu 9999 1.00 0.00 0.00
m
37759.10

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 377.59
m
38136.69
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 5720.50
m
43857.19
Add 2.8% for cut outs 0.03 1228.00
Cost of 103.68 sqm 45085.20
Cost of 1 sqm 434.85
Labour:
Detail of cost of 10.00 sqm
Carpenter 2nd class Day 0112 158.00 3.00 474.00
Beldar Day 0114 152.00 3.00 456.00
Painter Day 0131 158.00 1.00 158.00
1088.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 10.88
m
1098.88
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 164.83
m
Cost of 10.00 sqm 1263.71
Cost of 1 sqm 126.37
Net rate for 1 sqm A+B Sqm 126.37 434.85
106110 Providing 10mm thick Plaster of Paris (gypsum anhydrous) ceiling
upto a height of 5m above floor level over 1st class kail or similar
wood strips 25x6mm with 10mm gap in between and reinforced
with rabbit wire mesh fixed to wooden frame (frame work to be paid
separately)
D106111 Flat surfaces
S
R Details of cost for 4.00x2.5=10 sqm
1 Materials
Wooden strips of 1st class Kail wood 72x40x.025x0.06 =43.20 10 cudm 1196 195.00 4.75 926.64
cudm Add 10% wastage =4.32 cudm Total=47.52 cudm
Carriage of timber LS 0 0.00 0.00 0.00
Nails required for fixing the laths to frame work including breakage Kg 1219 52.00 0.75 39.00
and wastage of nails
Rabbit wire mesh required for reinforcement =2.5x4=4 =10.00 sqm Sqm 1220 56.00 10.20 571.20
Add 10% wastage=0.20 sqm

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Plaster of paris- (2.5x4.0x10x1121)/1000 =112.10 kg Add for Kg 0869 7.00 219.76 1538.32
plaster of paris jioning into the sides of laths- 2.5x4.0x4.0032x1121
= 44.87 kg=156.97 Add 40% wastage =62.79 Total=219.76

Carriage of Plaster of paris LS 0 0.00 0.00 0.00

Carriage of wire mesh and nails etc. Lumpsu 9999 1.00 0.00 0.00
m
Labour:
Required for jointing the wooden strips including finishing the rabbit
mesh
Carpenter 1st class Day 0111 168.00 1.60 268.80
Beldar Day 0114 152.00 1.60 243.20
Mason (for plaster of paris work) 1st class Day 0122 168.00 3.23 542.64
Beldar Day 0114 152.00 3.23 490.96
Bhisti Day 0101 158.00 0.54 85.32
Scaffolding Lumpsu 9999 1.00 83.98 83.98
m
Sundries (no rates reqd.) Lumpsu 9999 1.00 53.82 53.82
m
1768.72 3075.16
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 17.69 30.75
m
1786.41 3105.91
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 267.96 465.89
m
Cost of 10.00 sqm 2054.37 3571.80
Cost of 1 sqm Sqm 205.44 357.18
D106112 Curved surfaces
S
R Details of cost for 4.00x2.5=10 sqm
1 Materials
Wooden strips of 1st class Kail wood 72x40x.025x0.06 =43.20 10 cudm 1196 195.00 4.75 926.64
cudm Add 10% wastage =4.32 cudm Total=47.52 cudm
Carriage of timber LS 0 0.00 0.00 0.00
Nails required for fixing the laths to frame work including breakage Kg 1219 52.00 0.75 39.00
and wastage of nails
Rabbit wire mesh required for reinforcement =2.5x4=4 =10.00 sqm Sqm 1220 56.00 10.20 571.20
Add 10% wastage=0.20 sqm

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Plaster of paris- (2.5x4.0x10x1121)/1000 =112.10 kg Add for Kg 0869 7.00 219.76 1538.32
plaster of paris jioning into the sides of laths- 2.5x4.0x4.0032x1121
= 44.87 kg=156.97 Add 40% wastage =62.79 Total=219.76

Carriage of Plaster of paris LS 0 0.00 0.00 0.00

Carriage of wire mesh and nails etc. Lumpsu 9999 1.00 0.00 0.00
m
Labour:
Required for jointing the wooden strips including finishing the rabbit
mesh
Carpenter 1st class Day 0111 168.00 1.60 268.80
Beldar Day 0114 152.00 1.60 243.20
Mason (for plaster of paris work) 1st class Day 0122 168.00 3.23 542.64
Beldar Day 0114 152.00 3.23 490.96
Bhisti Day 0101 158.00 0.54 85.32
Scaffolding Lumpsu 9999 1.00 83.98 83.98
m
Sundries (no rates reqd.) Lumpsu 9999 1.00 53.82 53.82
m
Carpenter 1st class Day 0111 168.00 0.50 84.00
Mason (for plaster of paris work) 1st class Day 0122 168.00 1.00 168.00
Beldar Day 0114 152.00 1.50 228.00
2248.72 3075.16
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 22.49 30.75
m
2271.21 3105.91
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 340.68 465.89
m
Cost of 10.00 sqm 2611.89 3571.80
Cost of 1 sqm Sqm 261.19 357.18
D106120 Extra for any sunk or raised Moulding in the Plaster of Paris
S (gypsum anhydrous) ceiling
R
1 Details of cost for 10 sq metres
Plaster of paris-50% of Qty. 219.76 Kg 0869 7.00 109.88 769.16
Labour:
Mason (for plaster of paris work) 1st class Day 0122 168.00 2.00 336.00
Beldar Day 0114 152.00 2.00 304.00

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Bhisti Day 0101 158.00 0.25 39.50
Scaffolding and sundries Lumpsu 9999 1.00 13.52 13.52
m
693.02
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 6.93 7.69
m
699.95 776.85
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 104.99 116.53
m
Cost of 10.00 sqm 804.94 893.38
Cost of 1 sqm Sqm 80.49 89.34
D106130 Extra for providing Plaster of Paris (Gypsum anhydrous) ceiling
S above 5 metres height from floor level for every additional metre
R
1
Details of cost for 10 sq metres/metre height scaffolding Lumpsu 9999 1.00 13.52 13.52
m
Labour:
Mason (for plaster of paris work) 1st class Day 0122 168.00 1.00 168.00
Beldar Day 0114 152.00 1.00 152.00
Bhisti Day 0101 158.00 0.25 39.50
359.50
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 3.60 0.14
m
363.10 13.66
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 54.46 2.05
m
Cost of 10.00 sqm 417.56 15.70
Cost of 1 sqm Sqm 41.76 1.57
N106140 Providing and fixing Dasuti Cloth ceiling of approved quality with
R necessary nails / Screws etc. complete (frame work and beading to
1 be paid separately)
9
4
Details of cost for 10 sq metres
Materials
Dasuti cloth Sqm 9356 55.00 11.00 605.00
Nails Lumpsu 9999 1.00 29.00 29.00
m

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Sundries (no rates reqd.) Lumpsu 9999 1.00 14.50 14.50
m
Labour:
Carpenter 1st class Day 0111 168.00 0.50 84.00
Beldar Day 0114 152.00 0.50 76.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 14.50 14.50
m
174.50 648.50
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.75 6.49
m
176.25 654.99
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 26.44 98.25
m
Cost of 10.00 sqm 202.68 753.23
Cost of 1 sqm Sqm 20.27 75.32
C106150 Providing, cutting and fixing with screws on existing wooden /
R Aluminium / M. S. frames, thermocol board 10 to 15 mm (as
0 directed by the Engineer) thick, of approved shape and sizes and
6 in regular pattern in panels in ceiling
3
0 Details of cost for 10.5 sq metres
Materials
Thermocol 10 to 15mm thick Sqm 9357 17.00 10.50 178.50
Nails/screws Lumpsu 9999 1.00 26.25 26.25
m
Labour:
Carpenter 1st class Day 0111 168.00 0.65 109.20
Beldar Day 0114 152.00 1.30 197.60
Sundries (no rates reqd.) Lumpsu 9999 1.00 8.00 8.00
m
314.80 204.75
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 3.15 2.05
m
317.95 206.80
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 47.69 31.02
m
Cost of 10.50 sqm 365.64 237.82
Cost of 1 sqm Sqm 34.82 22.65

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
D106160 Providing and fixing thermal insulation of ceiling (under deck
S insulation) with Resin Bonded Fibre glass wool conforming to IS:
R 8183 density 24kg/m3, 50mm thick, wrapped in 200G Virgin
1 polythene bags fixed to ceiling with metallic cleats (50x50x3mm) @
2 60cm and wire mesh of 12.5mm x 24g wire and mesh, for top
. most ceiling of building
3
4 Details of cost for 10 sq metres
Materials
Resin bonded fibre glass wool 50 mm thick Area for 10.00sqm. Sqm 7232 158.00 11.00 1738.00
(Finished surface) =10.00sqm.+Add 10% for overlappings &
wastage =
1.00sqm.= 11.00sqm.
Sundries including GI wire 20 SWG and Virgin polythene bags 200 Lumpsu 9999 1.00 104.00 104.00
gram m
GI chiken mesh 12.5mm x 24 SWG Lumpsu 9999 1.00 351.00 351.00
m
Labour:
Carpenter 1st class Day 0111 168.00 1.00 168.00
Beldar Day 0114 152.00 2.00 304.00
472.00 2193.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 4.72 21.93
m
476.72 2214.93
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 71.51 332.24
m
Cost of 10.00 sqm 548.23 2547.17
Cost of 1 sqm Sqm 54.82 254.72
D106170 Providing and fixing thermal insulation with Resin Bonded Fibre
S glass wool conforming to IS: 8183 density 16kg/m3, 50mm thick,
R wrapped in 200G Virgin Polythene bags placed over existing false
1 ceiling and held in position by criss-crossing GI wire
2
.
Details of cost for 10 sq metres
Materials
Resin bonded fibre glass wool 50 mm thick Area for 10.00sqm. Sqm 7231 101.00 11.00 1111.00
(Finished surface) = 10.00sqm.+Add 10% for overlappings &
wastage = 1.00sqm .= 11.00sqm

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Sundries including GI wire 20 SWG and Virgin polythene bags 200 Lumpsu 9999 1.00 104.00 104.00
gram m
Labour:
Carpenter 1st class Day 0111 168.00 0.50 84.00
Beldar Day 0114 152.00 0.50 76.00
160.00 1215.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.60 12.15
m
161.60 1227.15
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 24.24 184.07
m
Cost of 10.00 sqm 185.84 1411.22
Cost of 1 sqm Sqm 18.58 141.12
106180 Thermal Insulation of roofing with Expanded polystyrene fixed with
suitable adhesive to the false ceiling as per the directions of the
Engineer-in-Charge

D106181 With Type N- Normal 50mm thick

S
R Details of cost for 10 sq metres
1
Materials
Expanded polystyrene type N- Normal 50mm thick, for thermal Sqm 7090 120.00 11.00 1320.00
insulation of roofs
Bitumen hot sealing compound : Grade A Kg 0314 106.00 0.25 26.50
Sundries (no rates reqd.) Lumpsu 9999 1.00 13.00 13.00
m
Labour:
Carpenter 1st class Day 0111 168.00 0.50 84.00
Beldar Day 0114 152.00 0.50 76.00
160.00 1359.50
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.60 13.60
m
161.60 1373.10
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 24.24 205.96
m
Cost of 10.00 sqm 185.84 1579.06
Cost of 1 sqm Sqm 18.58 157.91
D106182 With Type SE- Self Extinguishing type, 50mm thick
S
R
1
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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Details of cost for 10 sq metres
Materials
Expanded polystyrene type - SE 50mm thick, for thermal insulation Sqm 7091 140.00 11.00 1540.00
of roofs
Bitumen hot sealing compound : Grade A Kg 0314 106.00 0.25 26.50
Sundries (no rates reqd.) Lumpsu 9999 1.00 13.00 13.00
m
Labour:
Carpenter 1st class Day 0111 168.00 0.50 84.00
Beldar Day 0114 152.00 0.50 76.00
160.00 1579.50
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.60 15.80
m
161.60 1595.30
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 24.24 239.29
m
Cost of 10.00 sqm 185.84 1834.59
Cost of 1 sqm Sqm 18.58 183.46
C106190 Providing and fixing circular / hexagonal M. S. sheet ceiling fan box
R with clamp of internal dia 140 mm., 73 mm height, 3 mm thick rim,
0 top and bottom lid of 1.5 mm M. S. Sheet. Lid shall be screwed into
6 M.S. box by means of 3 mm. round headed screws, clamps shall
2 be made of 12 mm. dia M. S. bar bent to shape or all dimensions
0 as specified by Engineer in charge as per requirement including
1 finishing the slab surface

Structural steel such as tees, angles channels and R.S. joists quintal 1007 3400.00 0.01 35.70
Fabrication of circular fan box of size 140mm dai, 73mm high with Each 9659 15.00 1.00 15.00
lid
Add for labour mason for making good and finishing Lumpsu 9999 1.00 10.01 10.01
m
Sundries (no rates reqd.) Lumpsu 9999 1.00 8.40 8.40
m
69.11
Add for Water Charges @1% (no rates reqd.) 0.01 0.69
69.80
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.10 6.98

Cost of steel flats per kg Kg 76.78 0.00

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
###106200 Providing and fixing wooden beading of specified size with square
cut or bevelled edges and mitred joints in ceiling with : (Note: This
item is not to be paid, if beading is specifically included in the
ceiling item)
N106201 50X12 mm Teak or similar wood beading
R
1 Details of cost for 30 metres
9
Materials
Teak wood=30x(50/10x100)x(12/10x100)=0.018 cum Add for 10 cudm 1190 550.00 2.34 1287.00
wastage @ 30%=0.0054 cum Total=0.0234 cum
Stainless steel screws 20 mm 100 nos. 8214 60.00 0.50 30.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 3.38 3.38
m
Labour:
Carpenter 2nd class Day 0112 158.00 1.00 158.00
Beldar Day 0114 152.00 0.50 76.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 3.38 3.38
m
237.38 1320.38
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.37 13.20
m
239.75 1333.58
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 35.96 200.04
m
Cost of 30.00 metre 275.72 1533.62
Cost per metre metre 9.19 51.12
C106202 30X10 mm Teak or similar wood beading
R
0 Details of cost for 30 metres
6 Materials
Teak wood=30x(30/10x100)x(10/10x100)=0.009 cum Add for 10 cudm 1190 550.00 1.17 643.50
wastage @ 30%=0.0027 cum Total=0.0117 cum
Stainless steel screws 20 mm 100 nos. 8214 60.00 0.50 30.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 3.38 3.38
m
Labour:
Carpenter 2nd class Day 0112 158.00 0.45 71.10
Beldar Day 0114 152.00 0.45 68.40

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Sundries (no rates reqd.) Lumpsu 9999 1.00 3.38 3.38
m
142.88 676.88
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.43 6.77
m
144.31 683.65
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 21.65 102.55
m
Cost of 30.00 metre 165.96 786.20
Cost per metre metre 5.53 26.21
N106203 50X12 mm Kail or similar local wood beading
R
1 Details of cost for 30 metres
9 Materials
Quantity of Kail wood including wastage as per item 10 cudm 1198 190.00 2.34 444.60
no.10.77.1=0.0234 cum
Stainless steel screws 20 mm 100 nos. 8214 60.00 0.50 30.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 3.38 3.38
m
Labour:
Carpenter 2nd class Day 0112 158.00 1.00 158.00
Beldar Day 0114 152.00 0.50 76.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 3.38 3.38
m
237.38 477.98
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.37 4.78
m
239.75 482.76
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 35.96 72.41
m
Cost of 30.00 metre 275.72 555.17
Cost per metre metre 9.19 18.51
106204 30X10 mm Kail or similar local wood beading
Details of cost for 30 metres
Materials
Quantity of Kail wood including wastage as per item 10 cudm 1198 190.00 1.17 222.30
no.10.77.2=0.0117 cum
Stainless steel screws 20 mm 100 nos. 8214 60.00 0.50 30.00

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Sundries (no rates reqd.) Lumpsu 9999 1.00 3.38 3.38
m
Labour:
Carpenter 2nd class Day 0112 158.00 0.45 71.10
Beldar Day 0114 152.00 0.45 68.40
Sundries (no rates reqd.) Lumpsu 9999 1.00 3.38 3.38
m
142.88 255.68
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.43 2.56
m
144.31 258.24
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 21.65 38.74
m
Cost of 30.00 metre 165.96 296.97
Cost per metre metre 5.53 9.90
#REF!
S106210 Dismantling and removing old wooden ceiling and stacking upto 50
E metres or part thereof
R
. Details of cost for 10 sq metres
Labour:
Carpenter 2nd class Day 0112 158.00 0.14 21.33
Beldar Day 0114 152.00 1.62 245.48
Mason (brick layer) 2nd class Day 0124 158.00 0.14 21.33
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
289.14
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.89
m
292.03
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 43.80
m
Cost of 10.00 sqm 335.84
Cost of 1 sqm Sqm 33.58 0.00
S106220 Dismantling and removing Particle Board, Asbestos or similar
E sheets ceiling and stacking upto 50 metres or part thereof
R
.
Details of cost for 10 sq metres
Labour:

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Carpenter 2nd class Day 0112 158.00 0.14 21.33
Beldar Day 0114 152.00 2.50 380.00
Mason (brick layer) 2nd class Day 0124 158.00 0.14 21.33
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
423.66
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 4.24
m
427.90
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 64.18
m
Cost of 10.00 sqm 492.08
Cost of 1 sqm Sqm 49.21 0.00
TILED ROOFS
S107010 Supplying and fixing R.P Tiled roofing or roofing with the similar
E pattern of tiles on roof over wooden or angle battens (wooden or
R angle battens and laying ridge and hip tiles to be paid separately)
. excluding lacing with Contractor's tiles
K
Details of cost for 10 sq metres
Materials
Mangalore tiles 20mm thick Each 8670 10.00 160.00 1600.00
Screws, nails etc. Lumpsu 9999 1.00 45.00 45.00
m
Labour:
Tile turner Day 0123 168.00 0.14 22.68
Beldar Day 0114 152.00 1.62 245.48
Mason (average) Day 0155 158.00 0.14 21.33
Carpenter (average) Day 0156 158.00 0.54 85.32
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.20 0.20
m
375.01 1645.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 3.75 16.45
m
378.76 1661.45
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 56.81 249.22
m
Cost of 10.00 sqm 435.57 1910.67
Cost of 1 sqm Sqm 43.56 191.07

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
W107011 Supplying and fixing Single layer Country tiled roofing including Sqm
R split bamboo battens
1
0 Details of cost for 10 sq metres
Materials
Country tiles 300X150X12mm thick 1000 9930 7000.00 0.54 3780.00
nos.
Screws, nails etc. Lumpsu 9999 1.00 45.00 45.00
m
Bamboo split batten 3 metre to 4 metre long Each 9359 60.00 30.00 1800.00
Labour:
Tile turner Day 0123 168.00 0.14 22.68
Beldar Day 0114 152.00 1.62 245.48
Mason Day 0123 168.00 0.14 22.68
Carpenter Day 0111 168.00 0.54 90.72
Sundries (no rates reqd.) 9999 1.00 0.20 0.20
381.76 5625.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 3.82 56.25
m
385.58 5681.25
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 57.84 852.19
m
Cost of 10.00 sqm 443.41 6533.44
Cost of 1 sqm Sqm 44.34 653.34
W107012 Supplying and fixing Double layer Country tiled roofing including
R split bamboo battens
1
0 Details of cost for 10 sq metres
Materials
Tile country including wastage 1000 9930 7000.00 1.08 7560.00
nos.
Screws, nails etc. Lumpsu 9999 1.00 90.00 90.00
m
Bamboo split batten 3 metre to 4 metre long Each 9359 60.00 60.00 3600.00
Labour:
Tile turner Day 0123 168.00 0.27 45.36
Beldar Day 0114 152.00 3.23 490.96
Mason Day 0123 168.00 0.27 45.36
Carpenter Day 0111 168.00 1.08 181.44

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Sundries Lumpsu 9999 1.00 0.40 0.40
m
763.52 11250.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 7.64 112.50
m
771.16 11362.50
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 115.67 1704.38
m
Cost of 10.00 sqm 886.83 13066.88
Cost of 1 sqm Sqm 88.68 1306.69
W107020 Supplying and fixing Thatch Roofing 15 Cm thick in two layers with
R bamboo lining in both directions 23 cm apart and tying complete
1
0
Details of cost for 10 sq metres
Materials
Grass poolas 100 Nos. 9360 120.00 1.80 216.00
Bamboo 25 mm dia 2.5 metre long (1 Score = 20 nos.) score 0305 235.00 0.30 70.50
Moonj (Ban) staing Kg 9361 15.00 3.50 52.50
Labour:
Thatcher Day 9362 158.00 3.23 510.34
Beldar Day 0114 152.00 2.96 449.92
Sundries(including Tools and plants) Lumpsu 9999 1.00 0.40 0.40
m
960.66 339.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 9.61 3.39
m
970.27 342.39
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 145.54 51.36
m
Cost of 10.00 sqm 1115.81 393.75
Cost of 1 sqm Sqm 37.19 13.12
S107030 Supplying and fixing Mangalore, R.P. or any other similar type
E ridge or hip on cement mortar 1:4
R
. Consider a shed of 20x10m( external dimension at plinth.) Length
of ridges 20.2 metre.
Materials

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R
Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Ridge piece required each of 1.22mm length =19 nos. Add 5% Each 8669 27.00 19.95 538.65
wastage =0.95 no.=19.95
Carriage (The ridge is to be fixed with the same hooks as the 0.00 0.00
A.C. Sheets
Sundries including cement mortar 1:4 Lumpsu 9999 1.00 80.00 80.00
m
Labour:
Mistry Day 0130 158.00 0.14 22.12
Carpenter 2nd class Day 0112 158.00 0.55 86.90
Beldar Day 0114 152.00 1.64 249.28
358.30 618.65
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 3.58 6.19
m
361.88 624.84
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 54.28 93.73
m
Cost of 20.20 metres 416.17 718.56
Cost of 1 metre metre 20.60 35.57
S107040 Extra for lacing RP or Mangalore tiles or any other similar tiles with
E contractor’s wire. (1.6 mm)
R
. Consider a shed of 20x10m( external dimension at plinth.) Length
of ridges 20.2 metre.
Labour:
Carpenter 2nd class Day 0112 158.00 0.14 22.12
Assistant Fitter or 2nd class Fitter Day 0117 158.00 0.28 44.24
Beldar Day 0114 152.00 1.64 249.28
315.64
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 3.16
m
318.80
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 47.82
m
Cost of 20.20 metres 366.62
Cost of 1 metre metre 18.15
S107050 Cement sand mortar ridging or hip to R.P. tiled roof (1:2)
E
R
. Consider a shed of 20x10m( external dimension at plinth.) Length
of ridges 20.2 metre.

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Materials
Ridge piece required each of 1.22mm length =19 nos. Add 5% Each 8669 27.00 19.95 538.65
wastage =0.95 no.=19.95
Carriage (The ridge is to be fixed with the same hooks as the 0.00 0.00
A.C. Sheets
Sundries including cement mortar 1:2 Lumpsu 9999 1.00 180.00 180.00
m
Labour:
Mistry Day 0130 158.00 0.14 22.12
Carpenter 2nd class Day 0112 158.00 0.55 86.90
Beldar Day 0114 152.00 1.64 249.28
Sundries (no rates reqd.) 358.30 718.65
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 3.58 7.19
m
361.88 725.84
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 54.28 108.88
m
Cost of 20.20 metres 416.17 834.71
Cost of 1 metre metre 20.60 41.32
E107060 Taking down and stacking Raniganj Pattern tiles properly, single
R layer Labour rates only
.
V Details of cost for 1 sq metres
Beldar Day 0114 152.00 0.11 16.37
Scaffolding Lumpsu 9999 1.00 0.01 0.01
m
Sundries(including Tools and plants) Lumpsu 9999 1.00 0.01 0.01
m
16.39
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.16
m
16.55
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 2.48
m
Cost of 1 sqm Sqm 19.04 0.00
E107070 Taking down and stacking Raniganj pattern tiles properly, double
R layer. Labour rates only
.
V
Details of cost for 1 sq metres

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Beldar Day 0114 152.00 0.19 28.62
Scaffolding Lumpsu 9999 1.00 0.01 0.01
m
Sundries(including Tools and plants) Lumpsu 9999 1.00 0.00 0.00
m
28.63
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.29
m
28.92
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 4.34
m
Cost of 1 sqm Sqm 33.26 0.00
S107080 Supplying and fixing R.P. or Mangalore ventilating tiles single
E
R
. Details of cost for 540 tiles
Materials
Mangalore ventilating Tiles Each 9660 50.00 540.00 27000.00
Screws, nails etc. Lumpsu 9999 1.00 45.00 45.00
m
Labour:
Tile turner Day 0123 168.00 0.14 22.68
Beldar Day 0114 152.00 1.62 245.48
Mason (brick layer) 1st class Day 0123 168.00 0.14 22.68
Carpenter 1st class Day 0111 168.00 0.54 90.72
381.56 27045.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 3.82 270.45
m
385.38 27315.45
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 57.81 4097.32
m
Cost of 540 tiles 443.18 31412.77
Cost of each Each 0.82 58.17
S107090 Supplying and fixing glass tiles (Mangalore or R.P.Tiles)
E
R
. Details of cost for 540 tiles
Materials
Glass tiles Mangalore Pattern Each 9145 72.00 540.00 38880.00

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Screws, nails etc. Lumpsu 9999 1.00 45.00 45.00
m
Labour:
Tile turner Day 0123 168.00 0.14 22.68
Beldar Day 0114 152.00 1.62 245.48
Mason (brick layer) 1st class Day 0123 168.00 0.14 22.68
Carpenter 1st class Day 0111 168.00 0.54 90.72
381.56 38925.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 3.82 389.25
m
385.38 39314.25
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 57.81 5897.14
m
Cost of 540 tiles 443.18 45211.39
Cost of each Each 0.82 83.72
C107100 Removing and resetting Mangalore ridge tiles in cement mortar 1 :
R 6
0
6 Details of cost for 30 metre
Tile layer ( Mistry) Day 0130 158.00 2.00 316.00
Beldar Day 0114 152.00 2.00 304.00
cement mortar 1:6 rate as per AOR cement mortar item no 12 cum 1074.99 0.10 107.50
Sundries (no rates reqd.) Lumpsu 9999 1.00 8.23 8.23
m
735.73
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 7.36
m
743.09
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 111.46
m
Cost of 30 m 854.55
Cost for 1 metre metre 28.48 0.00
C107110 Removing and resetting Mangalore flat tiles on existing reapers
R
0
6 Details of cost for 10 sq metres
Tile layer ( Mistry) Day 0130 158.00 0.58 91.64
Beldar Day 0114 152.00 2.58 392.16
Sundries (no rates reqd.) Lumpsu 9999 1.00 3.73 3.73
m

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
487.53
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 4.88
m
492.41
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 73.86
m
Cost for 10 sq metres 566.27
Cost for 1 sq metres Sqm 56.63 0.00
D107120 Providing & fixing pressed clay tile (Mangalore tile) 20mm nominal
S thickness and of approved size and as per approved pattern ceiling
R on steel frame work complete (steel frame work to be paid
1 separately)
2
.
Details of cost for 10 sq metres
Materials
Mangalore tiles 20mm thick Each 8670 10.00 160.00 1600.00
0.00 LS 0.00 0.00 0.00 0.00
Labour:
Mason (brick layer) 1st class Day 0123 168.00 0.30 50.40
Beldar Day 0114 152.00 1.56 237.12
Sundries (no rates reqd.) Lumpsu 9999 1.00 13.00 13.00
m
300.52 1600.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 3.01 16.00
m
303.53 1616.00
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 45.53 242.40
m
Cost for 10 sq metres 349.05 1858.40
Cost for 1 sq metres Sqm 34.91 185.84
D107130 Providing & laying pressed clay tile ridge (Mangalore tile) of 20mm
S thickness of approved pattern ceiling over steel frame work
R complete (steel frame work to be paid separately)
1
Details of cost for 3.6 metres
Materials
Mangalore ridge tiles 20mm thick Each 8669 27.00 12.00 324.00
Carriage of Tiles LS 0.00 0.00 0.00 0.00
Labour:

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R
Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Mason (brick layer) 1st class Day 0123 168.00 0.01 1.68
Beldar Day 0114 152.00 0.15 22.80
Sundries (no rates reqd.) Lumpsu 9999 1.00 2.60 2.60
m
27.08 324.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.27 3.24
m
27.35 327.24
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 4.10 49.09
m
Cost for 3.6 sq metres 31.45 376.33
Cost for 1 sq metres Sqm 8.74 104.54
RAIN WATER SPOUT AND PIPES :
108010 Providing and fixing 100mm diameter rain water spout in cement
mortar 1:4 (1 cement : 4 fine sand)
D108011 Stone ware spout 60cm long
S
R Details of cost for 10 stone ware
1 Materials
Cost of 100 mm dia stone ware pipe 60 cm long=6.00 metre Each 3004 35.00 6.00 210.00
Carriage Lumpsu 9999 1.00 0.00 0.00
m
Mortar Lumpsu 9999 1.00 13.52 13.52
m
Labour for fixing and placing in position
Mason (brick layer) 2nd class Day 0124 158.00 0.40 63.20
Beldar Day 0114 152.00 0.40 60.80
Sundries (no rates reqd.) Lumpsu 9999 1.00 5.33 5.33
m
129.33 223.52
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.29 2.24
m
130.62 225.76
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 19.59 33.86
m
Cost of 10.00 150.22 259.62
Cost of 1 pipe Each 15.02 25.96
N108012 Unreinforced concrete pipe 60cm long
R
1 Details of cost for one pipe
9
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R
Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Materials
Details of cost for one pipe
Materials
Cost of 100 mm dia unreinforced pipe metre 1700 300.00 0.60 180.00
Carriage Lumpsu 9999 1.00 0.00 0.00
m
Mortar Lumpsu 9999 1.00 5.30 5.30
m
Labour for fixing and placing in position
Mason (brick layer) 2nd class Day 0124 158.00 0.05 7.90
Beldar Day 0114 152.00 0.05 7.60
Sundries (no rates reqd.) Lumpsu 9999 1.00 5.33 5.33
m
20.83 185.30
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.21 1.85
m
21.04 187.15
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 3.16 28.07
m
Cost of 1 Each 24.19 215.23
108020 Providing and fixing M.S. holder bat clamps of approved design to
C.I. or S.C.I. rain water pipes embedded in and including cement
concrete blocks 10x10x10cm of 1:2:4 mix (1cement: 2coarse
sand: 4graded stone aggregate 20mm nominal size) and cost of
cutting holes and making good the walls etc.

N108021 75 mm dia.
R
1 Details of cost of 5 nos.
9 Materials
M.S. holder bat clamps=5 nos. Each 1332 50.00 5.00 250.00
C.C.Block 5x0.1x0.1x0.1=0.005 cum 1:2:4 Lumpsu 9999 1.00 7.15 7.15
m
Carriage of bat clamps Lumpsu 9999 1.00 0.00 0.00
m
Labour:
Fitter (Grade-1) Day 0116 168.00 0.13 21.00
Mason (brick layer) 2nd class Day 0124 158.00 0.75 118.50
Beldar Day 0114 152.00 0.50 76.00

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Sundries (no rates reqd.) Lumpsu 9999 1.00 2.75 2.75
m
Stone Aggregate (Single size) : 20 mm nominal size cum 0295 900.00 0.00 2.70
Stone Aggregate (Single size) : 10 mm nominal size cum 0297 900.00 0.00 0.90
Carriage of stone aggregate below 40mm nominal size LS 0 0.00 0.00 0.00
Coarse sand (Zone III) cum 0982 850.00 0.00 0.00
Carriage of coarse sand LS 0 0.00 0.00 0.00
Portland Cement free (rate not required) Tonne 0367 0.00 0.00 0.00
Carriage of cement LS 0 0.00 0.00 0.00
Beldar Day 0114 152.00 0.00 0.68
Coolie Day 0115 152.00 0.00 0.49
Bhisti Day 0101 158.00 0.00 0.22
Mason (brick layer) 1st class Day 0123 168.00 0.00 0.05
Mason (brick layer) 2nd class Day 0124 158.00 0.00 0.05
Mate Day 0128 158.00 0.00 0.03
Hire charges of machine etc. Lumpsu 9999 1.00 0.10 0.10
m
carriage Lumpsu 9999 1.00 0.00 0.00
m
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.05 0.05
m
223.52 257.15
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.24 2.57
m
225.76 259.72
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 33.86 38.96
m
Cost of 5.00 bat clamps 259.62 298.68
Cost of 1.00bat clamps Each 51.92 59.74
D108022 100mm dia.
S
R Details of cost of 5 nos.
1 Materials
M.S. holder bat clamps=5 nos. Each 1331 60.00 5.00 300.00
C.C.Block 5x0.1x0.1x0.1=0.005 cum Lumpsu 9999 1.00 7.15 7.15
m
Carriage of bat clamps Lumpsu 9999 1.00 0.00 0.00
m
Labour:

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R
Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Fitter (Grade-1) Day 0116 168.00 0.13 21.00
Mason (brick layer) 2nd class Day 0124 158.00 0.75 118.50
Beldar Day 0114 152.00 0.50 76.00
Stone Aggregate (Single size) : 20 mm nominal size cum 0295 900.00 0.00 2.70
Stone Aggregate (Single size) : 10 mm nominal size cum 0297 900.00 0.00 0.90
Carriage of stone aggregate below 40mm nominal size LS 0 0.00 0.00 0.00
Coarse sand (Zone III) cum 0982 850.00 0.00 1.87
Carriage of coarse sand LS 0 0.00 0.00 0.00
Portland Cement free (rate not required) Tonne 0367 0.00 0.00 0.00
0 LS 0 0.00 0.00 0.00
Beldar Day 0114 152.00 0.00 0.68
Coolie Day 0115 152.00 0.00 0.49
Bhisti Day 0101 158.00 0.00 0.22
Mason (brick layer) 1st class Day 0123 168.00 0.00 0.05
Mason (brick layer) 2nd class Day 0124 158.00 0.00 0.05
Mate Day 0128 158.00 0.00 0.03
Hire charges of machine etc. Lumpsu 9999 1.00 0.26 0.26
m
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.13 0.13
m
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.13 0.13
m
223.01 307.15
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.23 3.07
m
225.24 310.22
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 33.79 46.53
m
Cost of 5.00 bat clamps 259.03 356.75
Cost of 1.00bat clamps Each 51.81 71.35
D108023 150mm dia.
S
R Details of cost of 5 nos.
1 Materials
M.S. holder bat clamps=5 nos. Each 0886 20.00 5.00 100.00
C.C.Block 5x0.1x0.1x0.1=0.005 cum Lumpsu 9999 1.00 7.15 7.15
m
Carriage of bat clamps Lumpsu 9999 1.00 0.00 0.00
m

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Labour:
Fitter (Grade-1) Day 0116 168.00 0.13 21.00
Mason (brick layer) 2nd class Day 0124 158.00 0.75 118.50
Beldar Day 0114 152.00 0.50 76.00
Stone Aggregate (Single size) : 20 mm nominal size cum 0295 900.00 0.00 2.70
Stone Aggregate (Single size) : 10 mm nominal size cum 0297 900.00 0.00 0.90
Coarse sand (Zone III) cum 0982 850.00 0.00 0.00
Portland Cement free (rate not required) Tonne 0367 0.00 0.00 0.00
Beldar Day 0114 152.00 0.00 0.68
Coolie Day 0115 152.00 0.00 0.49
Bhisti Day 0101 158.00 0.00 0.22
Mason (brick layer) 1st class Day 0123 168.00 0.00 0.05
Mason (brick layer) 2nd class Day 0124 158.00 0.00 0.05
Mate Day 0128 158.00 0.00 0.03
Hire charges of machine etc. Lumpsu 9999 1.00 0.26 0.26
m
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.13 0.13
m
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.13 0.13
m
221.14 107.15
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.21 1.07
m
223.35 108.22
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 33.50 16.23
m
Cost of 5.00 bat clamps 256.86 124.45
Cost of 1.00bat clamps Each 51.37 24.89
D108030 Providing, erecting and fixing on wall face S.C.I rain water pipes
S including filling of joints with spun yarn soaked in neat cement
R slurry and cement mortar 1:2 (1cement: 2fine sand)
1
2
108031 75 mm dia.
Details of cost for 8.7 metres
Cost of 1.80 metres pipes Each 1616 725.00 5.00 3625.00
Carriage Lumpsu 9999 1.00 0.00 0.00
m
Cement mortar spun yarn etc. Lumpsu 9999 1.00 2.60 2.60
m

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Labour:
Fitter (Grade-1) Day 0116 168.00 0.28 47.04
Beldar Day 0114 152.00 0.54 82.08
Bandhani Day 0100 158.00 0.13 20.54
Scaffolding etc. Lumpsu 9999 1.00 26.91 26.91
m
176.57 3627.60
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.77 36.28
m
178.34 3663.88
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 26.75 549.58
m
Cost of 8.70 metre 205.09 4213.46
Cost of 1 metre metre 23.57 484.31
108032 100mm dia.
Details of cost for 8.7 metres
Cost of 1.80 metres pipes Each 1617 800.00 5.00 4000.00
Carriage Lumpsu 9999 1.00 0.00 0.00
m
Cement mortar spun yarn etc. Lumpsu 9999 1.00 8.06 8.06
m
Labour:
Fitter (Grade-1) Day 0116 168.00 0.33 55.44
Beldar Day 0114 152.00 0.65 98.80
Bandhani Day 0100 158.00 0.16 25.28
Scaffolding etc. Lumpsu 9999 1.00 26.91 26.91
m
206.43 4008.06
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.06 40.08
m
208.49 4048.14
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 31.27 607.22
m
Cost of 8.70 metre 239.77 4655.36
Cost of 1 metre metre 27.56 535.10
108033 150mm dia.
Details of cost for 8.7 metres
Cost of 1.80 metres pipes Each 1618 1550.00 5.00 7750.00

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Carriage Lumpsu 9999 1.00 0.00 0.00
m
Cement mortar spun yarn etc. Lumpsu 9999 1.00 13.52 13.52
m
Labour:
Fitter (Grade-1) Day 0116 168.00 0.50 84.00
Beldar Day 0114 152.00 0.97 147.44
Bandhani Day 0100 158.00 0.21 33.18
Scaffolding etc. Lumpsu 9999 1.00 53.82 53.82
m
318.44 7763.52
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 3.18 77.64
m
321.62 7841.16
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 48.24 1176.17
m
Cost of 8.70 metre 369.87 9017.33
Cost of 1 metre metre 42.51 1036.47
D108040 Providing, fixing and embedding cast iron (S&S) Class LA rain
S water pipes in masonry/ RCC surrounded with 12mm thick cement
R mortar of the same mix that of masonry (lead caulking will be paid
1 for separately)
2
108041 75 mm dia.
Details of cost for 10 metres
Materials
75 mm dia pipe (3.66 m length) wt. of 10 m pipe(59x10)/3.66 =16
kg
Centrifugally cast (spun) iron S&S pipes (class LA) quintal 1461 5500.00 1.61 8855.00
Carriage of pipe Lumpsu 9999 1.00 0.00 0.00
m
Cement mortar spun yarn etc. Lumpsu 9999 1.00 2.73 2.73
m
Labour:
Fitter (Grade-1) Day 0116 168.00 0.28 47.04
Mason (average) Day 0155 158.00 0.30 47.40
Beldar Day 0114 152.00 0.54 82.08
Bandhani Day 0100 158.00 0.13 20.54

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Scaffolding etc. Lumpsu 9999 1.00 26.91 26.91
m
223.97 8857.73
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.24 88.58
m
226.21 8946.31
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 33.93 1341.95
m
Cost of 10 metre 260.14 10288.25
Cost of 1 metre metre 26.01 1028.83
108042 100mm dia.
Details of cost for 10 metres
Materials
10 m pipe=(75x10)/3.66 =205 kg
Centrifugally cast (spun) iron S&S pipes (class LA) quintal 1461 5500.00 2.05 11275.00
Carriage of pipe Lumpsu 9999 1.00 0.00
m
Cement mortar spun yarn etc. Lumpsu 9999 1.00 4.16 4.16
m
Labour:
Fitter (Grade-1) Day 0116 168.00 0.33 55.44
Mason (average) Day 0155 158.00 0.30 47.40
Beldar Day 0114 152.00 0.65 98.80
Bandhani Day 0100 158.00 0.16 25.28
Scaffolding etc. Lumpsu 9999 1.00 26.91 26.91
m
253.83 11279.16
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.54 112.79
m
256.37 11391.95
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 38.46 1708.79
m
Cost of 10 metre 294.82 13100.74
Cost of 1 metre metre 29.48 1310.07
108043 150mm dia.
Details of cost for 10 metres
Materials
10 m pipe=(222x10)/3.66 =333 kg
Centrifugally cast (spun) iron S&S pipes (class LA) quintal 1461 5500.00 3.33 18315.00

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Carriage of pipe Lumpsu 9999 1.00 0.87 0.87
m
Cement mortar spun yarn etc. Lumpsu 9999 1.00 4.16 4.16
m
Labour:
Fitter (Grade-1) Day 0116 168.00 0.50 84.00
Mason (average) Day 0155 158.00 0.40 63.20
Beldar Day 0114 152.00 0.97 147.44
Bandhani Day 0100 158.00 0.21 33.18
Sundries (no rates reqd.) Lumpsu 9999 1.00 53.82 53.82
m
381.64 18320.03
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 3.82 183.20
m
385.46 18503.23
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 57.82 2775.48
m
Cost of 10 metre 443.27 21278.71
Cost of 1 metre metre 44.33 2127.87
108050 Providing lead caulked joints to sand cast iron rain water pipes and
fittings
108051 75 mm dia.
N
e
w Details of cost for one joint
Materials
Pig lead Kg 0865 120.00 0.74 88.80
Spun yarn Kg 1001 50.00 0.08 4.00
Kerosine oil fuel and sundries Lumpsu 9999 1.00 10.79 10.79
m
Carriage of pipe Lumpsu 9999 1.00 0.00 0.00
m
Labour:
Fitter (Grade-1) Day 0116 168.00 0.05 8.40
Assistant Fitter or 2nd class Fitter Day 0117 158.00 0.06 9.48
Beldar Day 0114 152.00 0.08 12.16
30.04 103.59
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.30 1.04
m

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
30.34 104.63
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 4.55 15.69
m
Cost of 1 joint Each 34.89 120.32
D108052 100mm dia.
S
R
Details of cost for one joint
1
Materials
Pig lead Kg 0865 120.00 0.98 117.60
Spun yarn Kg 1001 50.00 0.11 5.50
Kerosine oil fuel and sundries Lumpsu 9999 1.00 13.52 13.52
m
Carriage of pipe Lumpsu 9999 1.00 0.00 0.00
m
Labour:
Fitter (Grade-1) Day 0116 168.00 0.06 10.08
Assistant Fitter or 2nd class Fitter Day 0117 158.00 0.06 9.48
Beldar Day 0114 152.00 0.12 18.24
37.80 136.62
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.38 1.37
m
38.18 137.99
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 5.73 20.70
m
Cost of 1 joint Each 43.90 158.68
D108053 150mm dia.
S
R Details of cost for one joint
1 Materials
Pig lead Kg 0865 120.00 1.48 177.60
Spun yarn Kg 1001 50.00 0.17 8.50
Kerosine oil fuel and sundries Lumpsu 9999 1.00 13.52 13.52
m
Carriage of pipe Lumpsu 9999 1.00 0.00 0.00
m
Labour:
Fitter (Grade-1) Day 0116 168.00 0.08 13.44
Assistant Fitter or 2nd class Fitter Day 0117 158.00 0.08 12.64
Beldar Day 0114 152.00 0.15 22.80

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
48.88 199.62
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.49 2.00
m
49.37 201.62
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 7.41 30.24
m
Cost of 1 joint Each 56.77 231.86
N108060 Providing erecting and fixing in position on wall face C.I
R accessories for rain water pipes including filling the joints with spun
1 yarn soaked in neat cement slurry and cement mortar 1:2
9 (1cement: 2fine sand)
5
3 108061 75 mm dia. CI Plain Bend
Details of cost for one bend
Materials
CI Plain Bend 75 mm dia Each 9363 100.00 1.00 100.00
Cement mortar spun uarn etc. Lumpsu 9999 1.00 1.05 1.05
m
sundries including fixing charges Lumpsu 9999 1.00 3.60 3.60
m
104.65
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.05
m
105.70
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 15.85
m
Cost of 1 each Each 0.00 121.55
108062 100mm dia. CI Plain Bend
Details of cost for one bend
Materials
CI Plain Bend 100mm dia Each 9364 150.00 1.00 150.00
Cement mortar spun uarn etc. Lumpsu 9999 1.00 1.05 1.05
m
sundries including fixing charges Lumpsu 9999 1.00 4.15 4.15
m
155.20
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.55
m
156.75

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 23.51
m
Cost of 1 bend Each 0.00 180.26
108063 150mm dia. CI Plain Bend
Details of cost for one bend
Materials
CI Plain Bend 150mm dia Each 9365 220.00 1.00 220.00
Cement mortar spun uarn etc. Lumpsu 9999 1.00 1.60 1.60
m
sundries including fixing charges Lumpsu 9999 1.00 5.75 5.75
m
227.35
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.27
m
229.62
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 34.44
m
Cost of 1 bend Each 0.00 264.07
108070 CI Head Flat or Corner Type Bend
108071 75 mm dia.
Details of cost for one bend
Materials
CI Head Flat or Corner Type Bend 75 mm dia Each 9366 110.00 1.00 110.00
Cement mortar spun uarn etc. Lumpsu 9999 1.00 1.05 1.05
m
sundries including fixing charges Lumpsu 9999 1.00 3.65 3.65
m
Nails and plugs Lumpsu 9999 1.00 5.20 5.20
m
119.90
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.20
m
121.10
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 18.16
m
Cost of 1 bend Each 0.00 139.26
108072 100mm dia.
Details of cost for one bend
Materials

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
CI Head Flat or Corner Type Bend 100mm dia Each 9367 75.00 1.00 75.00
Cement mortar spun uarn etc. Lumpsu 9999 1.00 1.05 1.05
m
sundries including fixing charges Lumpsu 9999 1.00 4.15 4.15
m
Nails and plugs Lumpsu 9999 1.00 5.20 5.20
m
85.40
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.85
m
86.25
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 12.94
m
Cost of 1 bend Each 0.00 99.19
108073 150mm dia.
Details of cost for one bend
Materials
CI Head Flat or Corner Type Bend 150mm dia Each 9368 95.00 1.00 95.00
Cement mortar spun uarn etc. Lumpsu 9999 1.00 1.60 1.60
m
sundries including fixing charges Lumpsu 9999 1.00 5.75 5.75
m
Nails and plugs Lumpsu 9999 1.00 5.20 5.20
m
107.55
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.08
m
108.63
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 16.29
m
Cost of 1 bend Each 0.00 124.92
108080 CI Plain Shoes
108081 75 mm dia.
Details of cost for one shoe
CI Plain Shoes 75 mm dia Each 9369 80.00 1.00 80.00
Cement mortar spun uarn etc. Lumpsu 9999 1.00 1.05 1.05
m
sundries including fixing charges Lumpsu 9999 1.00 3.65 3.65
m

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
84.70
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.85
m
85.55
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 12.83
m
Cost of 1 shoe Each 0.00 98.38
108082 100mm dia.
Details of cost for one shoe
CI Plain Shoes 100mm dia Each 9370 250.00 1.00 250.00
Cement mortar spun uarn etc. Lumpsu 9999 1.00 1.05 1.05
m
sundries including fixing charges Lumpsu 9999 1.00 4.15 4.15
m
255.20
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.55
m
257.75
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 38.66
m
Cost of 1 shoe Each 0.00 296.41
108083 150mm dia.
Details of cost for one shoe
CI Plain Shoes 150mm dia Each 9371 550.00 1.00 550.00
Cement mortar spun uarn etc. Lumpsu 9999 1.00 1.60 1.60
m
sundries including fixing charges Lumpsu 9999 1.00 5.75 5.75
m
557.35
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 5.57
m
562.92
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 84.44
m
Cost of 1 shoe Each 0.00 647.36
108090 CI Branches (Plain)
108091 75 mm dia. single branch
Details of cost for branch
CI Branches (Plain) 75 mm dia single branch Each 9372 250.00 1.00 250.00

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Cement mortar spun uarn etc. Lumpsu 9999 1.00 1.05 1.05
m
sundries including fixing charges Lumpsu 9999 1.00 3.65 3.65
m
254.70
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.55
m
257.25
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 38.59
m
Cost of 1 branch Each 0.00 295.83
108092 75 mm dia. double branch
Details of cost for one branch
CI Branches (Plain) 75 mm dia double branch Each 9373 350.00 1.00 350.00
Cement mortar spun uarn etc. Lumpsu 9999 1.00 1.05 1.05
m
sundries including fixing charges Lumpsu 9999 1.00 3.65 3.65
m
354.70
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 3.55
m
358.25
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 53.74
m
Cost of 1 branch Each 0.00 411.98
108093 100mm dia. single branch
Details of cost for branch
CI Branches (Plain) 100mm dia single branch Each 9374 450.00 1.00 450.00
Cement mortar spun uarn etc. Lumpsu 9999 1.00 1.05 1.05
m
sundries including fixing charges Lumpsu 9999 1.00 3.65 3.65
m
454.70
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 4.55
m
459.25
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 68.89
m
Cost of 1 branch Each 0.00 528.13

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
108094 100mm dia. double branch
Details of cost for branch
CI Branches (Plain) 100mm dia double branch Each 9375 400.00 1.00 400.00
Cement mortar spun uarn etc. Lumpsu 9999 1.00 1.05 1.05
m
sundries including fixing charges Lumpsu 9999 1.00 4.15 4.15
m
405.20
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 4.05
m
409.25
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 61.39
m
Cost of 1 branch Each 0.00 470.64
108095 150mm dia. single branch
Details of cost for branch
CI Branches (Plain) 150mm dia single branch Each 9376 550.00 1.00 550.00
Cement mortar spun uarn etc. Lumpsu 9999 1.00 1.60 1.60
m
sundries including fixing charges Lumpsu 9999 1.00 0.00
m
551.60
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 5.52
m
557.12
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 83.57
m
Cost of 1 branch Each 0.00 640.68
108096 150mm dia. double branch
Details of cost for branch
CI Branches (Plain) 150mm dia double branch Each 9377 830.00 1.00 830.00
Cement mortar spun uarn etc. Lumpsu 9999 1.00 1.60 1.60
m
sundries including fixing charges Lumpsu 9999 1.00 5.75 5.75
m
837.35
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 8.37
m
845.72

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R
Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 126.86
m
Cost of 1 branch Each 0.00 972.58
108100 CI Offset (Plain)
108101 75 mm dia, 55mm projection
Details of cost for one off -set
CI Offset (Plain) 75 mm dia, 55mm projection Each 9378 250.00 1.00 250.00
Cement mortar spun uarn etc. Lumpsu 9999 1.00 1.05 1.05
m
sundries including fixing charges Lumpsu 9999 1.00 3.65 3.65
m
254.70
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.55
m
257.25
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 38.59
m
Cost of 1.00 off-set Each 0.00 295.83
108102 100mm dia, 55mm projection
Details of cost for one off -set
CI Offset (Plain) 100mm dia, 55mm projection Each 9379 350.00 1.00 350.00
Cement mortar spun uarn etc. Lumpsu 9999 1.00 1.05 1.05
m
sundries including fixing charges Lumpsu 9999 1.00 4.15 4.15
m
355.20
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 3.55
m
358.75
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 53.81
m
Cost of 1.00 off-set Each 0.00 412.56
108103 150mm dia, 55mm projection
Details of cost for one off -set
CI Offset (Plain) 150mm dia, 55mm projection Each 9380 650.00 1.00 650.00
Cement mortar spun uarn etc. Lumpsu 9999 1.00 1.05 1.05
m
sundries including fixing charges Lumpsu 9999 1.00 4.15 4.15
m

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
655.20
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 6.55
m
661.75
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 99.26
m
Cost of 1.00 off-set Each 0.00 761.01
108104 75 mm dia, 150mm projection
Details of cost for one off -set
CI Offset (Plain) 75 mm dia, 150mm projection Each 9381 250.00 1.00 250.00
Cement mortar spun uarn etc. Lumpsu 9999 1.00 1.05 1.05
m
sundries including fixing charges Lumpsu 9999 1.00 3.65 3.65
m
254.70
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.55
m
257.25
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 38.59
m
Cost of 1.00 off-set Each 0.00 295.83
108105 100mm dia, 150mm projection
Details of cost for one off -set
CI Offset (Plain) 100mm dia, 150mm projection Each 9382 350.00 1.00 350.00
Cement mortar spun uarn etc. Lumpsu 9999 1.00 1.05 1.05
m
sundries including fixing charges Lumpsu 9999 1.00 4.15 4.15
m
355.20
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 3.55
m
358.75
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 53.81
m
Cost of 1.00 off-set Each 0.00 412.56
108106 150mm dia, 150mm projection
Details of cost for one off -set
CI Offset (Plain) 150mm dia, 150mm projection Each 9383 650.00 1.00 650.00

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Cement mortar spun uarn etc. Lumpsu 9999 1.00 1.05 1.05
m
sundries including fixing charges Lumpsu 9999 1.00 4.65 4.65
m
655.70
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 6.56
m
662.26
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 99.34
m
Cost of 1.00 off-set Each 0.00 761.60
108110 C.I Slotted Vent cowl
108111 75 mm dia.
Details of cost for one Slotted Vent Cowl
Materials
C.I. Slotted Vent cowl 75 mm dia Each 9384 120.00 1.00 120.00
Cement mortar spun uarn etc. Lumpsu 9999 1.00 1.05 1.05
m
sundries including fixing charges Lumpsu 9999 1.00 3.60 3.60
m
124.65
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.25
m
125.90
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 18.88
m
Cost of 1 each Each 0.00 144.78
108112 100mm dia.
Details of cost for one Slotted Vent Cowl
Materials
C.I. Slotted Vent cowl 100mm dia Each 9385 200.00 1.00 200.00
Cement mortar spun uarn etc. Lumpsu 9999 1.00 1.05 1.05
m
sundries including fixing charges Lumpsu 9999 1.00 4.15 4.15
m
205.20
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.05
m
207.25

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 31.09
m
Cost of 1 each Each 0.00 238.34
108113 150mm dia.
Details of cost for one Slotted Vent Cowl
Materials
C.I. Slotted Vent cowl 150mm dia Each 9386 350.00 1.00 350.00
Cement mortar spun uarn etc. Lumpsu 9999 1.00 1.60 1.60
m
sundries including fixing charges Lumpsu 9999 1.00 5.75 5.75
m
357.35
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 3.57
m
360.92
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 54.14
m
Cost of 1 each Each 0.00 415.06
108120 Providing, fixing & embedding sand cast iron plain bend in
masonry/RCC surrounded with 12mm thick cement mortar of same
mix that of masonry (lead caulking will be paid separately)
108121 75 mm dia.
Details of cost for one bend
Materials
Sand cast iron plain bend 75 mm dia Each 9387 220.00 1.00 220.00
sundries including fixing charges,mortar etc Lumpsu 9999 1.00 4.15 4.15
m
224.15
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.24
m
226.39
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 33.96
m
Cost of 1.00 bend Each 0.00 260.35
108122 100mm dia.
Details of cost for one bend
Materials
Sand cast iron plain bend 100mm dia Each 9388 260.00 1.00 260.00

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
sundries including fixing charges,mortar etc Lumpsu 9999 1.00 5.20 5.20
m
265.20
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.65
m
267.85
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 40.18
m
Cost of 1.00 bend Each 0.00 308.03
108123 150mm dia.
Details of cost for one bend
Materials
Sand cast iron plain bend 150mm dia Each 9389 550.00 1.00 550.00
sundries including fixing charges,mortar etc Lumpsu 9999 1.00 6.75 6.75
m
556.75
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 5.57
m
562.32
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 84.35
m
Cost of 1.00 bend Each 0.00 646.67
108130 Providing, fixing and embedding sand cast iron corner type bend
in masonry/ RCC surrounded with 12mm thick cement mortar of
the same mix that of masonry (lead caulking will be paid for
separately)
108131 75 mm dia.
Details of cost for one bend
Materials
Sand cast iron Corner Type Bend 75 mm dia Each 9390 200.00 1.00 200.00
sundries including fixing charges,mortar etc Lumpsu 9999 1.00 3.65 3.65
m
Nails and plugs Lumpsu 9999 1.00 5.20 5.20
m
208.85
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.09
m
210.94

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R
Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 31.64
m
Cost of 1.00 bend Each 0.00 242.58
108132 100mm dia.
Details of cost for one bend
Materials
Sand cast iron Corner Type Bend 100mm dia Each 9391 250.00 1.00 250.00
sundries including fixing charges,mortar etc Lumpsu 9999 1.00 4.15 4.15
m
Nails and plugs Lumpsu 9999 1.00 5.20 5.20
m
259.35
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.59
m
261.94
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 39.29
m
Cost of 1.00 bend Each 0.00 301.24
108133 150mm dia.
Details of cost for one bend
Materials
Cost of bend
Sand cast iron Corner Type Bend 150mm dia Each 9392 550.00 1.00 550.00
sundries including fixing charges,mortar etc Lumpsu 9999 1.00 5.75 5.75
m
Nails and plugs Lumpsu 9999 1.00 5.20 5.20
m
560.95
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 5.61
m
566.56
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 84.98
m
Cost of 1.00 bend Each 0.00 651.54
108140 Providing, fixing and embedding sand cast iron branches plain in
masonry/ RCC surrounded with 12mm thick cement mortar of the
same mix that of masonry (lead caulking will be paid for separately)

108141 75 mm dia single branch

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Details of cost for branch
Sand cast iron (Plain) 75 mm dia single branch Each 9393 225.00 1.00 225.00
sundries including fixing charges,mortar etc Lumpsu 9999 1.00 3.65 3.65
m
228.65
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.29
m
230.94
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 34.64
m
Cost of 1 branch Each 0.00 265.58
108142 75 mm dia double branch
Details of cost for branch
Sand cast iron (Plain) 75 mm dia double branch Each 9394 350.00 1.00 350.00
sundries including fixing charges,mortar etc Lumpsu 9999 1.00 3.65 3.65
m
353.65
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 3.54
m
357.19
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 53.58
m
Cost of 1 branch Each 0.00 410.76
108143 100mm dia single branch
Details of cost for branch
Sand cast iron (Plain) 100mm dia single branch Each 9395 300.00 1.00 300.00
sundries including fixing charges,mortar etc Lumpsu 9999 1.00 4.15 4.15
m
304.15
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 3.04
m
307.19
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 46.08
m
Cost of 1 branch Each 0.00 353.27
108144 100mm dia double branch
Details of cost for branch
Sand cast iron (Plain) 100mm dia double branch Each 9396 450.00 1.00 450.00

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
sundries including fixing charges,mortar etc Lumpsu 9999 1.00 4.15 4.15
m
454.15
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 4.54
m
458.69
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 68.80
m
Cost of 1 branch Each 0.00 527.50
108145 150mm dia single branch
Details of cost for branch
Sand cast iron (Plain) 150mm dia single branch Each 9397 550.00 1.00 550.00
sundries including fixing charges,mortar etc Lumpsu 9999 1.00 5.75 5.75
m
555.75
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 5.56
m
561.31
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 84.20
m
Cost of 1 branch Each 0.00 645.50
108146 150mm dia double branch
Details of cost for branch
Sand cast iron (Plain) 150mm dia double branch Each 9398 850.00 1.00 850.00
sundries including fixing charges,mortar etc Lumpsu 9999 1.00 5.75 5.75
m
855.75
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 8.56
m
864.31
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 129.65
m
Cost of 1 branch Each 0.00 993.95
108150 Providing, fixing & embedding sand cast iron offset plain in
masonry/RCC surrounded with 12mm thick cement mortar of same
mix that of masonry (lead caulking will be paid separately)
108151 75 mm dia, 55mm projection
Details of cost for one off -set
SCI Offset (Plain) 75 mm dia, 55mm projection Each 9399 220.00 1.00 220.00

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R
Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
sundries including fixing charges,mortar etc Lumpsu 9999 1.00 3.65 3.65
m
223.65
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.24
m
225.89
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 33.88
m
Cost of 1.00 off-set Each 0.00 259.77
108152 100mm dia, 55mm projection
Details of cost for one off -set
SCI Offset (Plain)100mm dia, 55mm projection Each 9400 350.00 1.00 350.00
sundries including fixing charges,mortar etc Lumpsu 9999 1.00 4.15 4.15
m
354.15
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 3.54
m
357.69
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 53.65
m
Cost of 1.00 off-set Each 0.00 411.35
108153 150mm dia, 55mm projection
Details of cost for one off -set
SCI Offset (Plain) 150mm dia, 55mm projection Each 9401 650.00 1.00 650.00
sundries including fixing charges,mortar etc Lumpsu 9999 1.00 4.15 4.15
m
654.15
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 6.54
m
660.69
sundries including fixing charges,mortar etc Lumpsu 9998 0.15 99.10
m
Cost of 1.00 off-set Each 0.00 759.80
108154 75 mm dia, 150mm projection
Details of cost for one off -set
SCI Offset (Plain) 75 mm dia, 150mm projection Each 9402 250.00 1.00 250.00
sundries including fixing charges,mortar etc Lumpsu 9999 1.00 3.65 3.65
m
253.65

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R
Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.54
m
256.19
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 38.43
m
Cost of 1.00 off-set Each 0.00 294.61
108155 100mm dia, 150mm projection
Details of cost for one off -set
SCI Offset (Plain) 100mm dia, 150mm projection Each 9403 350.00 1.00 350.00
sundries including fixing charges,mortar etc Lumpsu 9999 1.00 4.15 4.15
m
354.15
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 3.54
m
357.69
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 53.65
m
Cost of 1.00 off-set Each 0.00 411.35
108156 150mm dia, 150mm projection
Details of cost for one off -set
SCI Offset (Plain) 150mm dia, 150mm projection Each 9404 650.00 1.00 650.00
sundries including fixing charges,mortar etc Lumpsu 9999 1.00 4.65 4.65
m
654.65
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 6.55
m
661.20
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 99.18
m
Cost of 1.00 off-set Each 0.00 760.38
108160 Providing and fixing on wall face unplasticised - Rigid PVC single
socketed rain water pipes conforming to IS: 13592 Type A
including jointing with seal ring conforming to IS: 5382 leaving
10mm gap for thermal expansion.

D108161 75mm dia.

S
R Details of cost for 6.00 metre
1
Cost of 6.00 metre pipe metre 7188 90.00 6.00 540.00

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
U-PVC pipes (working pressure 4 kg/cm2) rubber (seal) Ring metre 7190 25.00 1.00 25.00
75mm dia
Carriage of materials Lumpsu 9999 1.00 0.00 0.00
m
Adhesive and sundries Lumpsu 9999 1.00 6.76 6.76
m
Labour:
Fitter (Grade-1) Day 0116 168.00 0.19 31.92
Beldar Day 0114 152.00 0.37 56.24
Bandhani Day 0100 158.00 0.08 12.64
Scaffolding etc. Lumpsu 9999 1.00 18.59 18.59
m
119.39 571.76
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.19 5.72
m
120.58 577.48
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 18.09 86.62
m
Cost of 6.00 metre 138.67 664.10
Cost of 1.00 metre metre 23.11 110.68
D108162 110mm dia.
S
R Details of cost for 6.00 metre
1 Cost of 6.00 metre pipe
U-PVC pipes (working pressure 4 kg/cm2) Single socketed pipe metre 7189 125.00 6.00 750.00
110mm dia
U-PVC pipes (working pressure 4 kg/cm2) rubber (seal) Ring metre 7191 40.00 1.00 40.00
110mm dia
Carriage of materials Lumpsu 9999 1.00 0.00 0.00
m
Adhesive and sundries Lumpsu 9999 1.00 8.06 8.06
m
Labour:
Fitter (Grade-1) Day 0116 168.00 0.23 38.64
Beldar Day 0114 152.00 0.45 68.40
Bandhani Day 0100 158.00 0.11 17.38
Scaffolding etc. Lumpsu 9999 1.00 18.59 18.59
m
143.01 798.06

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.43 7.98
m
144.44 806.04
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 21.67 120.91
m
Cost of 6.00 metre 166.11 926.95
Cost of 1.00 metre metre 27.68 154.49
D108170 Providing and fixing on wall face unplasticised - PVC moulded
S fittings/ accessories for unplasticised- Rigid PVC rain water pipes
R conforming to IS: 13592 Type A including jointing with seal ring
1 conforming to IS: 5382 leaving 10mm gap for thermal expansion.
2
.
4
D108171 Coupler, 75mm.
S
R Details of cost for 1 coupler
1 UPVC coupler for UPVC drianage pipes 75 mm Each 7192 70.00 1.00 70.00
U-PVC pipes (working pressure 4 kg/cm2) rubber (seal) Ring metre 7190 25.00 2.00 50.00
75mm dia
Adhesive Lumpsu 9999 1.00 2.73 2.73
m
Sundries and fixing Lumpsu 9999 1.00 0.00 0.00
m
122.73
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.23
m
123.96
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 18.59
m
Cost of 1.00 coupler Each 0.00 142.55
D108172 Coupler, 110mm
S
R Details of cost for 1 coupler
1 UPVC coupler for UPVC drianage pipes 110 mm Each 7193 90.00 1.00 90.00
Seal rings metre 7191 40.00 2.00 80.00
Adhesive Lumpsu 9999 1.00 2.73 2.73
m
Sundries and fixing Lumpsu 9999 1.00 10.79 10.79
m
183.52

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R
Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.84
m
185.36
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 27.80
m
Cost of 1.00 coupler Each 0.00 213.16
D108173 Single Pushfit Coupler, 75mm
S
R Details of cost for 1 coupler
1 UPVC pushfit coupler (single) 75 mm thick Each 7194 90.00 1.00 90.00
U-PVC pipes (working pressure 4 kg/cm2) rubber (seal) Ring metre 7190 25.00 2.00 50.00
75mm dia
Adhesive Lumpsu 9999 1.00 2.73 2.73
m
Sundries and fixing Lumpsu 9999 1.00 9.36 9.36
m
152.09
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.52
m
153.61
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 23.04
m
Cost of 1.00 coupler Each 0.00 176.65
D108174 Single Pushfit Coupler, 110mm
S
R Details of cost for 1 coupler
1 UPVC pushfit coupler (single) 110 mm thick Each 7195 120.00 1.00 120.00
U-PVC pipes (working pressure 4 kg/cm2) rubber (seal) Ring metre 7191 40.00 2.00 80.00
110mm dia
Adhesive Lumpsu 9999 1.00 2.73 2.73
m
Sundries and fixing Lumpsu 9999 1.00 10.79 10.79
m
213.52
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.14
m
215.66
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 32.35
m
Cost of 1.00 coupler Each 0.00 248.00

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R
Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
D108175 Single tee with door, 75x75x75mm
S
R Details of cost for 1 Tee
1 Materials
75x75x75 mm single equal junction with access door including cost Each 7198 150.00 1.00 150.00
of nuts and bolts
U-PVC pipes (working pressure 4 kg/cm2) rubber (seal) Ring metre 7190 25.00 3.00 75.00
75mm dia
Adhesive , rubber washer etc. including fixing charges Lumpsu 9999 1.00 10.76 10.76
m
235.76
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.36
m
238.12
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 35.72
m
Cost of 1Tee Each 0.00 273.84
D108176 Single tee with door, 110x110x110mm
S
R Details of cost for 1 Tee
1 Materials
110x110x110 mm single equal junction with access door including Each 7199 200.00 1.00 200.00
cost of nuts and bolts
U-PVC pipes (working pressure 4 kg/cm2) rubber (seal) Ring metre 7191 40.00 3.00 120.00
110mm dia
Adhesive , rubber washer etc. including fixing charges Lumpsu 9999 1.00 13.47 13.47
m
333.47
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 3.33
m
336.80
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 50.52
m
Cost of 1Tee Each 0.00 387.33
D108177 Single tee without door, 75x75x75mm
S
R Details of cost for 1 Tee
1 Materials
75x75x75 mm single equal junction without door Each 7196 100.00 1.00 100.00

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R
Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
U-PVC pipes (working pressure 4 kg/cm2) rubber (seal) Ring metre 7190 25.00 3.00 75.00
75mm dia
Adhesive , rubber washer etc. including fixing charges Lumpsu 9999 1.00 10.76 10.76
m
185.76
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.86
m
187.62
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 28.14
m
Cost of 1Tee Each 0.00 215.76
D108178 Single tee without door, 110x110x110mm
S
R Details of cost for 1 Tee
1 Materials
110x110x110 mm single equal junction without door Each 7197 200.00 1.00 200.00
U-PVC pipes (working pressure 4 kg/cm2) rubber (seal) Ring metre 7191 40.00 3.00 120.00
110mm dia
Adhesive , rubber washer etc. including fixing charges Lumpsu 9999 1.00 13.47 13.47
m
333.47
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 3.33
m
336.80
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 50.52
m
Cost of 1Tee Each 0.00 387.33
D108181 Bend 87.5 degree, 75mm dia bend
S
R Details of cost for 1 bend
1 Cost of bend Each 7208 100.00 1.00 100.00
U-PVC pipes (working pressure 4 kg/cm2) rubber (seal) Ring metre 7190 25.00 1.00 25.00
75mm dia
Adhesive Lumpsu 9999 1.00 2.73 2.73
m
Sundries and fixing Lumpsu 9999 1.00 9.36 9.36
m
137.09
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.37
m

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R
Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
138.46
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 20.77
m
Cost of 1 bend Each 0.00 159.23
D108182 Bend 87.5o, 110mm dia bend
S
R Details of cost for 1 bend
1 Cost of bend Each 7209 150.00 1.00 150.00
U-PVC pipes (working pressure 4 kg/cm2) rubber (seal) Ring metre 7191 40.00 1.00 40.00
110mm dia
Adhesive Lumpsu 9999 1.00 2.73 2.73
m
Sundries and fixing Lumpsu 9999 1.00 10.79 10.79
m
203.52
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.04
m
205.56
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 30.83
m
Cost of 1 bend Each 0.00 236.39
D108183 Shoe (Plain), 75mm dia shoe
S
R Details of cost for 1 shoe
1 UPVC plain shoe 75 mm bend Each 7212 150.00 1.00 150.00
U-PVC pipes (working pressure 4 kg/cm2) rubber (seal) Ring metre 7190 25.00 1.00 25.00
75mm dia
Adhesive Lumpsu 9999 1.00 2.73 2.73
m
Sundries and fixing Lumpsu 9999 1.00 9.36 9.36
m
187.09
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.87
m
188.96
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 28.34
m
Cost of 1 shoe Each 0.00 217.31
D108184 Shoe (Plain), 110mm dia shoe
S
R
1
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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Details of cost for 1 shoe
UPVC plain shoe 110 mm bend Each 7213 200.00 1.00 200.00
U-PVC pipes (working pressure 4 kg/cm2) rubber (seal) Ring metre 7191 40.00 1.00 40.00
110mm dia
Adhesive Lumpsu 9999 1.00 2.73 2.73
m
Sundries and fixing Lumpsu 9999 1.00 10.79 10.79
m
253.52
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.54
m
256.06
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 38.41
m
Cost of 1 shoe Each 0.00 294.46
108190 Providing and fixing unplasticised- PVC pipe clips of approved
design to unplasticised- PVC rain water pipes by means of
50x50x50mm hard wood plugs, screwed with M.S. screws of
required length including cutting brick work and fixing in cement
mortar 1:4 (1cement: 4coarse sand) and making good the wall etc.
complete

D108191 75mm
S
R Details of cost for 5 nos.
1 Materials
UPVC pipe clip 75 mm bend Each 7214 45.00 5.00 225.00
Carriage of U-PVC pipe clips Lumpsu 9999 1.00 0.00 0.00
m
Hard wood plug 50x50x50 Each 0870 8.00 10.00 80.00
Labour:
Fitter (Grade-1) Day 0116 168.00 0.13 21.00
Mason (brick layer) 2nd class Day 0124 158.00 0.75 118.50
Beldar Day 0114 152.00 0.50 76.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 7.15 7.15
m
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.91 0.91
m
Sundries cement mortar 1:4(1 cement :coarse sand) Lumpsu 9999 1.00 3.90 3.90
m

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
227.46 305.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.27 3.05
m
229.73 308.05
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 34.46 46.21
m
Cost of 5.00 264.19 354.26
Cost of 1.00 Each 52.84 70.85
D108192 110mm
S
R Details of cost for 5 nos.
1
Materials
UPVC pipe clip 110 mm bend Each 7215 80.00 5.00 400.00
Carriage of U-PVC pipe clips Lumpsu 9999 1.00 0.00 0.00
m
Hard wood plug 50x50x50 Each 0870 8.00 10.00 80.00
Labour:
Fitter (Grade-1) Day 0116 168.00 0.13 21.00
Mason (brick layer) 2nd class Day 0124 158.00 0.75 118.50
Beldar Day 0114 152.00 0.50 76.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 7.15 7.15
m
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.91 0.91
m
Sundries cement mortar 1:4(1 cement :coarse sand) Lumpsu 9999 1.00 3.90 3.90
m
227.46 480.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.27 4.80
m
229.73 484.80
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 34.46 72.72
m
Cost of 5.00 264.19 557.52
Cost of 1.00 Each 52.84 111.50
D108200 Providing and fixing to the inlet mouth of rain water pipe cast iron
S grating 15cm dia and weighing not less than 440 grams
R
1
Details of cost for 1 grating

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Materials
C.I. grating 150 mm dia (weighing not less than 440 gms) Each 7187 100.00 1.00 100.00
Carriage of material and fixing charges Lumpsu 9999 1.00 4.16 4.16
m
104.16
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.04
m
105.20
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 15.78
m
Cost of each grating Each 0.00 120.98
###108210 Providing & Fixing Bamboo Mat Board conforming to IS 13958-
1994 to frames by buding or studding with brass screw complete
( Frames, backing, studding to be paid separately)
###108211 3 mm thickness
Details of cost for 10 sq metres
Materials
Bamboo Mat Board (IS 13958-1994) 3mm thick Sqm 9661 569.25 10.10 5749.43
Screws, nails etc. Lumpsu 9999 1.00 45.00 45.00
m
Labour:
Carpenter 1st class Day 0111 168.00 0.14 22.68
Carpenter 2nd class Day 0112 158.00 0.14 21.33
Assistant Fitter or 2nd class Fitter Day 0117 158.00 0.14 21.33
Beldar Day 0114 152.00 0.54 82.08
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.20 0.20
m
147.62 5794.43
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.48 57.94
m
149.10 5852.37
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 22.36 877.86
m
Cost of 10.00 sqm 171.46 6730.22
Cost of 1 sqm Sqm 17.15 673.02
###108212 4 mm thickness
Details of cost for 10 sq metres
Materials
Bamboo Mat Board (IS 13958-1994) 4mm thick Sqm 9662 655.88 10.10 6624.39

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Screws, nails etc. Lumpsu 9999 1.00 45.00 45.00
m
Labour:
Carpenter 1st class Day 0111 168.00 0.14 22.68
Carpenter 2nd class Day 0112 158.00 0.14 21.33
Assistant Fitter or 2nd class Fitter Day 0117 158.00 0.14 21.33
Beldar Day 0114 152.00 0.54 82.08
Sundries (no rates reqd.) 9999 1.00 0.20 0.20
147.62 6669.39
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.48 66.69
m
149.10 6736.08
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 22.36 1010.41
m
Cost of 10.00 sqm 171.46 7746.49
Cost of 1 sqm Sqm 17.15 774.65
###108213 6 mm thickness
Details of cost for 10 sq metres
Materials
Bamboo Mat Board (IS 13958-1994) 6mm thick Sqm 9663 792.00 10.10 7999.20
Screws, nails etc. Lumpsu 9999 1.00 55.00 55.00
m
Labour:
Carpenter 1st class Day 0111 168.00 0.15 24.36
Carpenter 2nd class Day 0112 158.00 1.92 302.57
Assistant Fitter or 2nd class Fitter Day 0117 158.00 0.20 31.60
Beldar Day 0114 152.00 0.95 144.40
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.40 0.40
m
503.33 8054.20
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 5.03 80.54
m
508.36 8134.74
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 76.25 1220.21
m
Cost of 10.00 sqm 584.62 9354.95
Cost of 1 sqm Sqm 58.46 935.50
###108214 9 mm thickness
Details of cost for 10 sq metres

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Materials
Bamboo Mat Board (IS 13958-1994) 9mm thick Sqm 9664 1014.75 10.10 10248.98
Screws, nails etc. Lumpsu 9999 1.00 65.00 65.00
m
Labour:
Carpenter 1st class Day 0111 168.00 0.22 36.96
Carpenter 2nd class Day 0112 158.00 2.80 442.40
Assistant Fitter or 2nd class Fitter Day 0117 158.00 0.30 47.40
Beldar Day 0114 152.00 1.40 212.80
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.60 0.60
m
740.16 10313.98
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 7.40 103.14
m
747.56 10417.11
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 112.13 1562.57
m
Cost of 10.00 sqm 859.70 11979.68
Cost of 1 sqm Sqm 85.97 1197.97
###108215 12 mm thickness
Details of cost for 10 sq metres
Materials
Bamboo Mat Board (IS 13958-1994) 12mm thick Sqm 9665 1175.63 10.10 11873.86
Screws, nails etc. Lumpsu 9999 1.00 75.00 75.00
m
Labour:
Carpenter 1st class Day 0111 168.00 0.29 48.72
Carpenter 2nd class Day 0112 158.00 3.60 568.80
Assistant Fitter or 2nd class Fitter Day 0117 158.00 0.39 61.62
Beldar Day 0114 152.00 1.82 276.64
Sundries (no rates reqd.) 9999 1.00 0.75 0.75
956.53 11948.86
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 9.57 119.49
m
966.10 12068.35
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 144.91 1810.25
m
Cost of 10.00 sqm 1111.01 13878.60
Cost of 1 sqm Sqm 111.10 1387.86

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
###109010 Surface protection of jack arch roofs with cementitious
waterproofing compound including reinstating missing or loose tie
rods at end bays of arches (at extra cost); removing existing tarfelt
and other damaged waterproofing systems; replacing soft or
damaged lime terrace, if at isolated locations, with cement concrete
(1:2:4); sealing cracks on the roof surface with sealing compound
of acrylic-styrene copolymer having density of 0.9, pH 7.0 to 8.0
and having excellent bond & waterproofing properties and a
minimum expandability of at least 200%; providing a 10 mm thick
cement-sand (1:4) plaster on the entire surface; curing for 7 days;
waterproofing the surface with a two-layer plaster; the first layer
shall be 5 mm thick with cement (OPC or slag), admixed with an
octadecanoic acid based cementitious waterproofing compound in
the weight ratio of 50:3 for cement and waterproofing compound;
and second layer of 12 mm thick cement-sand (1:4) plaster,
enriched with polyester fibre and curing the plastered surface.
(polyester fibre to be paid under separate item)

Details of cost for 1 sq metres

Materials
Polymer sealing compound ESI Permanar D litre 9804 242.00 0.09 21.78
Waterproofing compound ESI Permakar 3 Kg 9805 180.00 0.60 108.00
Cement for base plaster kg 0.00 4.40 0.00
Cement for water proofing plaster kg 0.00 10.00 0.00
Cement for cover plaster kg 0.00 5.30 0.00
Sand for base plaster cum 0983 600.00 0.01 7.50
Sand for cover plaster cum 0983 600.00 0.01 8.76
Sundries (no rates reqd.) Lumpsu 9999 1.00 11.00 11.00
m
Labour:
Mate Day 0128 158.00 0.09 14.22
Mason (for plaster of paris work) 1st class Day 0122 168.00 0.25 42.00
Beldar Day 0114 152.00 0.50 76.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 23.65 23.65
m

155.87 157.04

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.56 1.57
m
157.43 158.61
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 23.61 23.79
m
Cost of 1 sqm Sqm 181.04 182.40
###109020 Surface protection of jack arch roofs with polymer incl. reinstating
missing or loose tie rods at end bays of arches (at extra cost);
removing existing tarfelt and other damaged waterproofing
systems; replacing soft or damaged lime terrace, if at isolated
locations, with cement concrete (1:2:4); sealing cracks on the roof
surface with a sealing compound of acrylic-styrene copolymer;
waterproofing the surface with three coats of the acrylic-styrene
copolymer, admixed with an octadecanoic acid based cementitious
waterproofing compound in the weight ratio of 3:1 to build up a
thickness of about 1.0 mm; spreading dry coarse sand on the third
coat when wet; finally providing a 6 mm thick cement-sand (1:4)
plaster enriched with polyester fibre and curing (polyester fibre to
be paid under separate item)

Details of cost for 1 sq metres

Materials
Polymer sealing compound ESI Permanar D litre 9804 242.00 0.09 21.78
Polymer for slurry coat ESI Permakar 3 litre 9808 242.00 0.50 121.00
Waterproofing compound ESI Permakar 3 Kg 9805 180.00 0.15 27.00
Cement for cover plaster kg 0.00 2.85 0.00
Sand for cover plaster cum 0983 600.00 0.01 4.76
Sundries (no rates reqd.) Lumpsu 9999 1.00 10.00 10.00
m
Labour:
Mate Day 0128 158.00 0.06 9.48
Mason (for plaster of paris work) 1st class Day 0122 168.00 0.10 16.80
Beldar Day 0114 152.00 0.20 30.40
Painter Day 0131 158.00 0.10 15.80
Sundries (no rates reqd.) Lumpsu 9999 1.00 16.88 16.88
m
89.36 184.54
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.89 1.85
m
90.25 186.39

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 13.54 27.96
m
Cost of 1 sqm Sqm 103.79 214.35
###109030 Arresting water leakages at isolated locations (points of leakage),
at cracks and at construction joints with a putty of cement (OPC or
slag), modified with a cementitious quick setting compound in a
weight ratio of 1:10 (1 part compound : 10 parts cement) and
modified with a silica waterproofing compound - Contd. ...

Contd. .. having the properties of making cement quick setting and

non-shrinking in quantities to suit the water pressure conditions at
the site and finally topping the plugged material with a surface
waterproofing treatment (to be paid separately)

###109031 For Leakage points

Details of cost for each point leak
Materials
Waterproofing compound ESI Permakar 1 Kg 9806 140.00 0.40 56.00
Waterproofing compound ESI Permakar 4 Kg 9807 105.00 0.10 9.98
Cement kg 0.00 1.70 0.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 4.00 4.00
m
Labour:
Mate Day 0128 158.00 0.10 15.80
Mason (for plaster of paris work) 1st class Day 0122 168.00 0.80 134.40
Beldar Day 0114 152.00 0.45 68.40
Sundries (no rates reqd.) Lumpsu 9999 1.00 19.42 19.42
m
238.02 69.98
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.38 0.70
m
240.40 70.67
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 36.06 10.60
m
Cost of each point leak Each 276.46 81.28
###109032 For Construction joints
Details of cost for 1 metre construction joint
Materials
Waterproofing compound ESI Permakar 1 Kg 9806 140.00 0.40 56.00

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Waterproofing compound ESI Permakar 4 Kg 9807 105.00 0.10 9.98
Cement kg 0.00 1.70 0.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 4.00 4.00
m
Labour:
Mate Day 0128 158.00 0.10 15.80
Mason (for plaster of paris work) 1st class Day 0122 168.00 1.05 176.40
Beldar Day 0114 152.00 0.80 121.60
Sundries (no rates reqd.) Lumpsu 9999 1.00 33.65 33.65
m
347.45 69.98
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 3.47 0.70
m
350.92 70.67
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 52.64 10.60
m
Cost per m metre 403.56 81.28
###109040 Water proofing Surface treatment inside walls and floors of water
reservoirs, swimming pools, sunken slabs/toilet floors and inside of
basements, etc by cleaning the surface; preparing the surface by
acid etching; treating the surface with a two layer plaster; the first
layer shall be 7/6 mm thick with octadecanoic acid based
cementitious waterproofing compound and cement in the weight
ratio of 3:50 for waterproofing compound and cement; cement-
sand (1:2 on floors of basements and tunnels, 1:3 elsewhere)
plaster (12 mm thick on floor, 8 mm thick on vertical surfaces and
at ceiling) and curing the plastered surface

###109041 Inside Tunnel Surface

Details of cost for 1 sqm
Materials
Waterproofing compound ESI Permakar 3 Kg 9805 180.00 0.72 129.60
Cement for mixintg with permakar 3 kg 12.00
Cement for cover plaster kg 6.39
Sand for cover plaster cum 0983 600.00 0.01 5.34
Muriatic acid Kg 9809 20.00 1.70 34.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 4.00 4.00
m

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Labour:
Mate Day 0128 158.00 0.08 12.64
Mason (for plaster of paris work) 1st class Day 0122 168.00 0.21 35.28
Beldar Day 0114 152.00 0.30 45.60
Sundries (no rates reqd.) Lumpsu 9999 1.00 20.76 20.76
m
114.28 172.94
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.14 1.73
m
115.42 174.67
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 17.31 26.20
m
Cost per sqm Sqm 132.74 200.87
###109042 Inside Water Reservoir
Details of cost for 1 sqm
Materials
Waterproofing compound ESI Permakar 3 Kg 9805 180.00 0.84 151.20
Cement for mixintg with permakar 3 kg 14.00
Cement for cover plaster kg 6.39
Sand for cover plaster cum 0983 600.00 0.01 5.34
Muriatic acid Kg 9809 20.00 1.00 20.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 4.00 4.00
m
Labour:
Mate Day 0128 158.00 0.08 12.64
Mason (for plaster of paris work) 1st class Day 0122 168.00 0.21 35.28
Beldar Day 0114 152.00 0.30 45.60
Sundries (no rates reqd.) Lumpsu 9999 1.00 20.76 20.76
m
114.28 180.54
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.14 1.81
m
115.42 182.35
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 17.31 27.35
m
Cost per sqm Sqm 132.74 209.70

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
###109050 Water proofing of roofs and exposed concrete surfaces by cleaning
and preparing the surfaces by acid etching; treating it with a two-
layer plaster; the first layer 5 mm thick with cement (OPC or slag),
admixed with an octadecanoic acid based cementitious
waterproofing compound in the weight ratio of 50:3 for cement and
waterproofing compound; finally providing a 12 mm thick cement-
sand (1:4) plaster, enriched with polyester fibre, and curing the
plastered surface; the treatment shall be impermeable under a
waterhead of 20.0 metres. (polyester triangular fibre and removal
of existing damaged waterproofing system, PCC, Lime Terracing
etc., if any, to be paid extra under separate item)

Details of cost for 1 sqm

Materials
Waterproofing compound ESI Permakar 3 Kg 9805 180.00 0.60 108.00
Cement for mixintg with permakar 3 kg 10.00 0.00
Cement for cover plaster kg 5.23 0.00
Sand for cover plaster cum 0983 600.00 0.02 9.00
Muriatic acid Kg 9809 20.00 1.00 20.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 4.00 4.00
m
Labour:
Mate Day 0128 158.00 0.06 9.48
Mason (for plaster of paris work) 1st class Day 0122 168.00 0.18 30.24
Beldar Day 0114 152.00 0.25 38.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 17.77 17.77
m
95.49 141.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.95 1.41
m
96.44 142.41
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 14.47 21.36
m
Cost per sqm Sqm 110.91 163.77

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
###109060 Water proofing of roofs and exposed concrete surfaces using
polymeric waterproofing compound by cleaning and drying the
surface; applying two coats (DFT of 200-300 micron) of
translucent brown coloured phenolic resin based single component
high performance polymeric waterproofing compound @ 0.6 litre
per square metre, with demonstrable properties of resistance to
water and acid; .. Contd. -

.. Contd. .. spraying a layer of dry coarse sand on the second coat

when still wet; removing excess sand on the following day;
permitting the coatings to cure and dry naturally for 3-7 days;
providing a 12 mm thick cement-sand (1:4) cover plaster; curing
the plaster; the treatment shall be impermeable under a waterhead
of 20m (removal of existing damaged waterproofing system, PCC,
Lime Terracing etc., if any, to be paid extra under separate item)

Details of cost for 1 sqm

Materials
Surface protection material ESI PERMAPROOF litre 9811 220.00 0.60 132.00
Cement for cover plaster kg 5.23 0.00
Sand for cover plaster cum 0983 600.00 0.02 9.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 4.00 4.00
m
Labour:
Mate Day 0128 158.00 0.02 3.16
Mason (for plaster of paris work) 1st class Day 0122 168.00 0.10 16.80
Painter Day 0131 158.00 0.05 7.90
Beldar Day 0114 152.00 0.10 15.20
Sundries (no rates reqd.) Lumpsu 9999 1.00 17.77 17.77
m
60.83 145.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.61 1.45
m
61.44 146.45
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 9.22 21.97
m
Cost per sqm Sqm 70.65 168.42

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
###109070 Making Drain mouth on roof waterproof by cleaning the surface of
the structure at the location of drain mouth; lowering the drain
mouth to the level of the concrete roof; chipping; thorough
cleaning; mixing thoroughly an octadecanoic acid based
cementitious waterproofing compound in the weight ratio of 50
cement (OPC or slag) and 3 waterproofing compound; placing the
drain mouth in its final position, followed by filling of the annular
space around the drain pipe with a paste of waterproofing
compound-cement; sealing the edges of the drain mouth with
acrylic-styrene based copolymer waterproofing compound

Details of cost of each

Materials
Waterproofing compound ESI Permakar 3 Kg 9805 180.00 0.20 36.00
Polymer sealing compound ESI Permanar D litre 9804 242.00 0.20 48.40
Cement for mixintg with permakar 3 kg 14.00 0.00
Cement for cover plaster kg 0.55 0.00
Sand for cover plaster cum 0983 600.00 0.00 0.60
Sundries (no rates reqd.) Lumpsu 9999 1.00 4.00 4.00
m
Labour:
Mate Day 0128 158.00 0.20 31.60
Mason (for plaster of paris work) 1st class Day 0122 168.00 0.60 100.80
Beldar Day 0114 152.00 0.45 68.40
Sundries (no rates reqd.) Lumpsu 9999 1.00 24.97 24.97
m
225.77 89.00
Add for Water Charges @1% (no rates reqd.) 9997 0.01 2.26 0.89
228.03 89.89
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 9998 0.15 34.20 13.48

Cost of each Each 262.23 103.37

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e Code Cost (Rs.) Cost (Rs.)
f
.
###109080 Sealing of cracks in concrete roofs by making a V-shaped groove
8-10 mm wide and 3-5 mm deep; filling the groove with acrylic-
styrene based copolymer waterproofing compound in water by
repeated application of the waterproofing compound; spreading dry
coarse sand when the last application of the sealing compound still
wet; removing the excess sand on the following day and letting the
treatment dry up for at least a day before any surface treatment on
the roof

Details of cost for 1 m

Materials
Polymer for slurry coat ESI Permakar 3 litre 9808 242.00 0.20 48.40
Sundries (no rates reqd.) Lumpsu 9999 1.00 4.00 4.00
m
Labour:
Mate Day 0128 158.00 0.05 7.90
Mason (for plaster of paris work) 1st class Day 0122 168.00 0.12 20.16
Beldar Day 0114 152.00 0.25 38.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 7.70 7.70
m
73.76 52.40
Add for Water Charges @1% (no rates reqd.) 9997 0.01 0.74 0.52
74.50 52.92
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 9998 0.15 11.17 7.94

Cost per m metre 85.67 60.86

###109090 Treatment of expansion joints by cleaning the joint and surfaces
abutting the expansion joint, applying two coats of primer on the
cleaned surfaces at the opening of the joint, filling the joint (to a
depth equaling half the width) with the paste of a two-component
polysulphide based sealant (with base-curing agent weight ratio of
12.33:1 and a sp. gr. of 1.600.10 gms/cc, permitting the sealant
to cure in natural air for at least a day, providing the edges of the
treatment with two coats of a paste of octadecanoic acid based
cementitious waterproofing compound and acrylic-styrene based
copolymer waterproofing material in the weight ration of 1:3

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Details of cost for 1 m(joint with 37mm)
Materials
Sealing compound ESI PERMASULPH Kg 9812 456.00 1.20 547.20
Priming Compound ESI PERMAPRIME litre 9813 1130.00 0.08 90.40
Thermocol Lumpsu 9999 1.00 30.00 30.00
m
Sundries (no rates reqd.) Lumpsu 9999 1.00 6.00 6.00
m
Labour:
Mate Day 0128 158.00 0.08 12.64
Mason (for plaster of paris work) 1st class Day 0122 168.00 0.25 42.00
Beldar Day 0114 152.00 0.15 22.80
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.25 0.25
m
7.70 0.00
77.69 673.60
Add for Water Charges @1% (no rates reqd.) 9997 0.01 0.78 6.74
78.47 680.34
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 9998 0.15 11.77 102.05

Cost per m metre 90.24 782.39

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e Code Cost (Rs.) Cost (Rs.)
f
.
109100 Supply and Installation, including lifting to all heights as required,
galvanized steel corrugated sheets having cover width of 1000
mm, 35 mm crest at a pitch of 250 mm stiffened with 8 mm deep
intermittent corrugations or profiling approved by engineer-in-
charge. G.I. sheet should be made from base metal having 0.52
mm (± 0.02 mm) thickness in steel of grade S250GD as per EN
10326, duly hot dip galvanized to grade 275 as per IS:277
(minimum zinc mass 275 gsm total both sides), with colour coating
having complete dip tank pre-treatment process with zinc
phosphate as main pre treatment followed by PU primer
(Permaprime grade) of min 5 micron DFT on each surface; finished
with special polyester paint to grade EPG-20 of minimum 20
micron DFT on exposed surface and 5 micron DFT polyester paint
in grey shade on unexposed surface. Fixing shall be done with self-
tapping screws meeting requirement of Class-3 of AS 3566with
EPDM washers at suitable intervals as per site requirement and as
directed by Engineer Incharge complete work.

Detail of cost for 216.14 sqm

Consider shed of 20 x 10 m external dimension of plinth area of
roof 20.2 x 10.7 = 216.14
Material
Sheets used 20 numbers x 10.7 x 1.06 = 226.84 sqm Sqm 9830 400.00 226.84 90736.00
screws Lumpsu 9999 1.00 50.00 50.00
m
Labour
Mistry Day 0130 158.00 2.34 369.72
Carpenter 2nd class Day 0112 158.00 9.34 1475.72
Beldar Day 0114 152.00 9.34 1419.68
Sundries (no rates reqd.) Lumpsu 9999 1.00 10.00 10.00
m
3275.12 90786.00
Add for Water Charges @1% (no rates reqd.) 9997 0.01 32.75 907.86
3307.87 91693.86
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 9998 0.15 496.18 13754.08

Cost for 216.14 sqm 3804.05 105447.94

Cot per sqm Sqm 17.60 487.87

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e Code Cost (Rs.) Cost (Rs.)
f
.
109110 Providing and fixing at all heights false ceiling of 9mm thick
VENEERED BAMBOO PARTICLE BOARD – Both Side
Commercial Veneer SOGP GRADE II (595mm X 595mm)
conforming to IS : 3097 – 1980 including providing and fixing of
framework made of GI angle 25mmX25mmx0.4mm thick all
around, suitably fixed to wall with the help of dash fastener and
hanger frame (600mm x 600mm c/c) made of GI Slotted Tee
having powder coating on bottom side (30mm X 25mm X 0.3mm
thick for main member & 25mm X 25mm X 0.3mm for cross
member) connected to ceiling with 2.64mm GI wire and anchor
fastener at every junction and also including the cost of making
openings for light fittings, grills, diffusers, cutouts made with frame
of perimeter channels suitably fixed all complete as specification
and direction of the Engineer-in-charge as a complete job

Cost per Sqm

Material
12mm thick Veneered Bamboo Particle Board – Both Side Sqm 9831 473.63 1.00 473.63
Commercial Veneer SOGP GRADE II (595mm X 595mm)
conforming to IS : 3097 – 1980
Labour
Fitter (Grade-1) Day 0116 168.00 0.10 16.80 0.00
Carpenter 2nd class Day 0112 158.00 0.10 15.80 0.00
Beldar Day 0114 152.00 0.20 30.40 0.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 2.00 2.00 0.00
m
65.00
Add for Water Charges @1% (no rates reqd.) 9997 0.01 0.00 0.65 4.74
65.65 478.37
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 9998 0.15 0.00 9.85 71.75

Cost per Sqm Sqm 75.50 550.12

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
109120 Providing and fixing at all heights false ceiling of 4mm thick phenol
bonded Bamboo Mat board (595mm X 595mm) conforming to IS :
13958-1994 including providing and fixing of frame work made of
GI angle 25mm x 25mm x 0.4 mm thick all around suitably fixed to
wall with the help of dash fastener and hanger frame (600mm x
600mm c/c) made GI Slotted Tee having powder coating on
bottom side (30mm x 25mm x 0.3mm thick for main member &
25mm x 25mm x 0.3mm for cross member) connected to ceiling
with 2.64mm GI wire and anchor fastener at every junction and
also including the cost of making openings for light fittings, grills,
diffusers, cutouts made with frame of perimeter channels suitably
fixed all complete as per specifications and direction of Engineer-
in-charge as a complete job

Cost per Sqm

Material
4mm thick phenol bonded Bamboo Mat board tile (595mm X Sqm 9832 655.88 1.00 655.88
595mm) conforming to IS : 13958-1994
Structural steel such as tees, angles channels and R.S. joists quintal 1007 3400.00 0.08 272.00
Labour
Fitter (Grade-1) Day 0116 168.00 0.10 16.80
Carpenter 2nd class Day 0112 158.00 0.10 15.80
Beldar Day 0114 152.00 0.20 30.40
Sundries (no rates reqd.) Lumpsu 9999 1.00 2.00 2.00
m
65.00 927.88
Add for Water Charges @1% (no rates reqd.) 9997 0.01 0.65 9.28
65.65 937.16
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 9998 0.15 9.85 140.57

Cost per Sqm Sqm 75.50 1077.73

109130 Providing, erecting, laying and fixing in position in 3.5 – 4mm thick
bamboo mat corrugated sheet (BMCS) as per IS : 15476 – 2004 in
roofing with galvanized iron J or L hooks 8mm dia G.I. plain and
bitumen washer etc. complete. Rates include cost of all L&M with
all charges such as octroi, sales tax, loading, unloading, stacking
as a complete job

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Considering a shed of 18m x 9m (external dia mention at plinth)
area of roof 18.5m x 9.80m = 181.30 Sqm by using 2x19 nos.
(2.44m x 1.05m) = 38 sheets & 4x19 nos. (1.83m x 1.05m) =
76sheets
Material
Bamboo Mat corrugated roofing sheet 3.5 to 4.0 mm conforming to Sqm 9666 999.03 243.39 0.00 243153.91
IS 15476-2004
Galvanised steel 'J' or 'L' hooks 8 mm dia 10 Nos. 1023 68.00 34.00 0.00 2312.00
Sundries Lumpsu 9999 1.00 1.00 0.00 1.00
m
Labour
Fitter (Grade-1) Day 0116 168.00 2.00 336.00
Carpenter 2nd class Day 0112 158.00 8.00 1264.00
Beldar Day 0114 152.00 8.00 1216.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
2817.00 245466.91
Add for Water Charges @1% (no rates reqd.) 9997 0.01 28.17 2454.67
2845.17 247921.58
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 9998 0.15 426.78 37188.24

Cost for 181.30 Sqm 3271.95 285109.82

Cost per Sqm Sqm 18.05 1572.59
109131 Providing and fixing in position ridges of 3.5 - 4mm thick bamboo
mat ridge cap (BMRC) with galvanized iron J or L hooks 8 mm dia
G.I. plain and bitumen washer etc. complete. The rates include
cost of all L&M with all charges such as octroi, sales tax, loading,
unloading, stacking as a complete job. Nothing will be paid extra
whatsoever the case may be

Bamboo Mat Ridge Caps R.Metre 8848 859.17 18.9 16238.31

G.I. 'J' or 'L' hooks with nuts 8mm dia 6” x 3/8” with G.I. washer, dozens 9834 120.00 2.85 342.00
Bitumen washers
Sundries (no rates reqd.) Lumpsu 9999 1.00 10.00 10.00
m
Labour
Fitter (Grade-1) Day 116 151.5 1.5 227.25
Carpenter 2nd class Day 112 141.6 1 141.60
Beldar Day 114 135.25 1 135.25

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Sundries (no rates reqd.) Lumpsu 9999 1.00 2.00 2.00
m
506.10 16590.31
Add for Water Charges @1% (no rates reqd.) 9997 0.01 5.06 165.90
511.16 16756.22
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 9998 0.15 76.67 2513.43

Cost for 18 metres 587.84 19269.65

Cost per metre metre 32.66 1070.54
109140 Supplying, fabricating and erecting in position 0.91 mm thick
industrial corrugated aluminium sheets (Profile tolerance
conforming to IS 254-1975, made of 988 alloy conforming to IS
737-1974) in full hard (H4) tamper, in roof/sides including cuttings
of sheet for proper lapping and length and supplying, fabricating
and fixing wind ties of MS flat 25mmX6mm on every joint of roof
sheeting and on ends of sheeting, supplying of necessary GI "J" or
L-Hook bolts (8 mm dia & in suitable length) with nuts and GI
washer alongwith standard fibre washers etc. complete in all
respect to make the entire roofing/side wall ends watertight and
leak proof. The rate will be inclusive of supply of material, labour
tools plants and equipments, scaffolding, staging etc. complete.

materials
Aluminium Sheet Size= 1mX3MX 2( for Crrugation) =6 Sqm Sqm 9835 218.00 14.84 3234.03
(Aluminium weight @ 2.15Kg/Sqm. =6.90 (overlaping @15% for
horizontal+vertical overlap) X 2.15=13.54 Kg.
Wind Tie (Length =1metre)=1.20 Kg/Rm for 2 running metre Kg 9836 30.00 2.40 72.00
J' or 'L' Hook bolt with GI & Bitumen washer (4 nos. per sheet) Each 9837 10.00 4.00 40.00
labour
Fitter (Grade-1) Day 0116 168.00 0.66 110.88
Beldar Day 0114 152.00 0.66 100.32
Sundries (no rates reqd.) Lumpsu 9999 1.00 21.45 21.45
m
232.65 3346.03
Add for Water Charges @1% (no rates reqd.) 9997 0.01 2.33 33.46
234.98 3379.49
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 9998 0.15 35.25 506.92

Cost for Sheet of Size 1Mx3mx2=6 270.22 3886.41

Cost per Sqm Rs. Sqm 45.04 647.74

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e Code Cost (Rs.) Cost (Rs.)
f
.
109150 Supplying, fabricating and erecting valley gutter having 1.00 meter
width, made out of 0.91mm thick aluminum sheets, the joints shall
be made by aluminum welding to make water tight including
supplying manufacturing and fixing brackets made out of MS flats
50mm x 6mm at the spacing of 75 cm center to center. The rate
will be including supply of all materials, labours, tools, plants,
equipments, scaffolding and staging etc. Complete work shall be
carried out as directed by engineer in charge

MATERIAL
Length of Aluminium gutter Length=17.00 metre(one metre extra Kg 9838 220.00 36.55 8041.00
for overlaping & wastage), Area 17.00x1= 17.00 Sqm.
(Weight=1x17.00@2.15Kg/Sqm=36.55Kg)
Flat iron cramps with bolts & nuts MS Flat 50x6mm Length 1.25 Kg 9839 58.00 71.50 4147.00
meter @ 2.4Kg/metre=3.00 Kgx22Nos=66 KG Bolt & Nut=0.250
Kg (L.S.) = 0.25x22 Nos=5.50 Kg
Total(a+b) (66+5.50=71.50Kg)

LABOUR for fixing Valley Gutter

Mistry Day 0130 158.00 0.25 39.50
Blacksmith 1st class Day 0102 168.00 1.50 252.00
Fitter (Grade-1) Day 0116 168.00 1.00 168.00
Beldar Day 0114 152.00 2.00 304.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 2.00 2.00
m
765.50 12188.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 7.66 121.88
m
773.16 12309.88
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 115.97 1846.48
m
Cost for valley gutter for 17.00 running metre in Rs. 889.13 14156.36
Hence cost per Running metre Rs. metre 52.30 832.73

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
109160 Providing, erecting, laying and fixing in position for roofing 2.5mm
thick Bamboo - Jute (Natural Fibre) thermoset composite ISO
9001-2000 certified factory-made semi-corrugated sheets having
Eco-friendly, Bio-degradable, Maintenance free, Fire Retardant,
Weather (+100 °C to -30 °C), Water (absorption 3% max) &
Termite Proof and U.V., Alkali & diluted Acid (5%) resistance
character of Size 2440 ± 10mm in length and 1220 ± 10mm in
width fixed to purlins with GI ‘J’ or ‘L’ hooks 8 mm dia, GI plain and
bitumen washers etc. complete

Detail of cost for shed = 181.30 sqm + 5 % wastage = 190.36 sqm.

Material
2.5 mm thick bamboo jute composite roofing sheet Sqm 8808 907.10 190.36 172675.56
Galvanised steel 'J' or 'L' hooks 8 mm dia 10 Nos. 1023 68.00 34.00 2312.00
G.I. Limpet washer 100 Nos. 1207 28.00 16.94 474.32
Bitumen washer 100 Nos. 1208 25.00 16.94 423.50

Labour
Fitter (Grade-1) Day 0116 168.00 2.00 336.00
Carpenter 2nd class Day 0112 158.00 8.00 1264.00
Beldar Day 0114 152.00 8.00 1216.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 10.00 10.00
m
2826.00 175885.38
Add for Water Charges @1% (no rates reqd.) 9997 0.01 28.26 1758.85
2854.26 177644.23
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 9998 0.15 428.14 26646.63

Cost per 181.30 sqm 3282.40 204290.86

Cost per sqm Sqm 18.10 1126.81

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
109161 Supply and fixing of ISO 9001-2000 certified factory made Bamboo
- Jute Composite Ridges for semi-corrugated roofing sheets having
Eco-friendly, Bio-degradable, Maintenance free, Fire Retardant,
Weather (+100 °C to -30 °C), Water (absorption 3% max) &
Termite Proof and U.V., Alkali & diluted Acid (5%) resistance
character of size 1220 ± 10mm in length, 300mm to 350mm in
width and 2.5mm thick, complete with all fittings

Considering a ridge length of 10m

Material
Bamboo Jute Composite (BJC) Ridge size 1220x300mm Each 8819 712.00 10.00 7120.00
Labour
Mason (brick layer) 2nd class Day 0124 158.00 0.25 39.50
Beldar Day 0114 152.00 0.50 76.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 5.00 5.00
m
120.50
Add for Water Charges @1% (no rates reqd.) 9997 0.01 1.21 71.20
121.71 7191.20
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 9998 0.15 18.26 1078.68

Cost per 10m 139.96 8269.88

Cost per m metre 14.00 826.99
109170 Providing and fixing Aluminium standing insulated seam roofing
system consisting of bottom layer of 0.47mm thick 35/200 profile
galvanised steel liner sheet having 35mm deep ribs with
Galvanising of 2M275 coating. A 20mm wide galvanised steel top
hat with brackets laid at 1m interval across bottom layer

A single layer of double sided aluminium foil/polyethylene film

heavy duty provided over bottom layer for vapour absorption. A
single layer of glass wool thermal insulation of 80 mm thickness
compressed to 70mm having minimum density of 24 kg/cum, to be
placed over Aluminium foil

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
ST clips made of aluminium duly insulated to be placed at suitable
interval all over top hat fixed with nut and bolts or rivetted. Top
layer made of Aluminium profile sheet in 65/400mm profile
sheeting made of Aluminium alloy having 0.9mm minimum
thickness duly covered with PVDF coating on both faces having
tongue and groove fixing arrangement. Work to be carried out as
per specifications laid in IR Unified Standard Specifications

Detail of cost for 100.00sqm area + 5 % wastage = 105.00 sqm.

Material
Bottom layer 0.475mm thick GI profile sheet Sqm 8809 540.00 105.00 56700.00
Aluminium foil / Polyethylene film Sqm 8810 125.00 105.00 13125.00
20 mm wide GI top hat with brackets metre 8811 287.00 105.00 30135.00
Aluminium ST clips for fixing aluminium sheets Each 8812 145.00 100.00 14500.00
Glass wool thermal insulation of 80mm thickness having minimum Sqm 8813 410.00 105.00 43050.00
density of 24 kg/cum
0.9mm Aluminium profile sheet in 65/400 Sqm 8814 3925.00 105.00 412125.00
Labour 569635.00
Fitter (Grade-1) Day 0116 168.00 4.00 672.00
Carpenter 2nd class Day 0112 158.00 1.00 158.00
Beldar Day 0114 152.00 10.00 1520.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 100.00 100.00
m
2450.00
Add for Water Charges @1% (no rates reqd.) 9997 0.01 24.50 5696.35
2474.50 575331.35
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 9998 0.15 371.18 86299.70

Cost per 100 sqm 2845.68 661631.05

Cost per sqm Sqm 28.46 6616.31

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
109180 Providing and fixing of single skin self supported secret fix
aluminium standing seam roofing system consisting of aluminium
profile sheet in 65/400 mm manufactured from aluminum alloy
AA3004 and having 0.9 mm minimum thickness with PVDF coating
on exposed surface (colour as approved by Engineer Incharge)
having male and female fixing arrangements, to be zipped together
and non-penetrative including fixing of L-25 ST clips with thermal
insulation pad at suitable interval all over the top-hat/purlin fixed
with SD screws and stainless steel fastners

Cost for 100 sqm including 5% wastage

Material Unit R/code Rate Qty
0.9mm Aluminium profile sheet in 65/400 Sqm 8814 3925.00 105.00 412125.00
Aluminium ST clips for fixing aluminium sheets Each 8812 145.00 100.00 14500.00
screws and fastners Lumpsu 9999 1.00 200.00 200.00
m
Labour
Fitter (Grade-1) Day 0116 168.00 2.00 336.00
Carpenter 1st class Day 0111 168.00 0.50 84.00
Beldar Day 0114 152.00 5.00 760.00
Sundries (no rates reqd.) 9999 1.00 100.00 100.00
1280.00 426825.00
Add for Water Charges @1% (no rates reqd.) 9997 0.01 12.80 4268.25
1292.80 431093.25
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 9998 0.15 193.92 64663.99

1486.72 495757.24
Cost per Sqm Sqm 14.87 4957.57
109190 Providing and fixing PVC false ceiling tiles of required size in true
horizontal levels suspended on interlocking MS tube grid of section
25mmx25mmx1.2mm. PVC ceiling tiles should have a section size
of 6mmx250mm with wall thickness of 0.8mm. Perimeter edge of
tiles shall be covered by extruded PVC corner beeding of size 9mm
x 8mm x1 mm. MS tube section grid should be properly secured
with walls and anchored to roof with the help of suitable clamps
with complete work

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Detail of cost for a room size 3.65m x 3.65m = 13.32sqm area + 5
% wastage = 13.98 sqm.
Material
PVC profile section 6x 250 X 0.8mm Sqm 8815 380.00 13.98 5312.40
PVC corner beading metre 8816 25.00 14.60 365.00
M.S. Pipe. 25mmx25 mm x 1.2mm metre 8817 68.00 50.00 3400.00
Labour
Fitter (Grade-1) Day 0116 168.00 1.00 168.00
Carpenter 2nd class Day 0112 158.00 2.00 316.00
Beldar Day 0114 152.00 3.00 456.00
Coolie Day 0115 152.00 3.00 456.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 100.00 100.00
m
1496.00 9077.40
Add for Water Charges @1% (no rates reqd.) 9997 0.01 14.96 90.77
1510.96 9168.17
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 9998 0.15 226.64 1375.23

Cost per 13.32 sqm 1737.60 10543.40

Cost per sqm Sqm 130.45 791.55
109200 Providing and fixing permanently colour coated trapezoidal profiled
sheet of depth 28-30mm at 195-205mm pitch distance with
precisely engineered “Rib & Flute” design. Profiled sheets shall be
min. 0.5mm TCT/0.45mm BMT high tensile zinc aluminium alloy
coated zincalume / galvalume steel sheet (550 mpa yield strength)
having a coating of mass of 150 gsm zinc-aluminium coating AZ-
150 total on both sides as per, AS 1397:1993 finished with 20
microns approved colour coating of Silicon Modified Polyester
(SMP) / Super Polyester paint coat on exposed surface .. Contd. -

Contd. ..over a primer coat of 5 microns and a back coat of 5

microns on reverse side over a 5 microns primer coat. There shall
be 2 small ribs/square flutes between profiles for providing
additional strength. The sheet to be fixed over the purlins with
hexagonal head self drilling suitable fasteners with neoprene /
EPDM washer on crests of the sheet

Detail of cost of 216.14 sqm (233.65 sqm with wastage)

Material

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Precoated Galvalume/Zincalume sheets (0.5mm Total Coated Sqm 8840 400.00 233.65 93460.00
Thickness)
Galvanised steel 'J' or 'L' hooks 8 mm dia 10 Nos. 1023 68.00 47.60 3236.80
Bitumen washer 100 Nos. 1208 25.00 4.76 119.00
G.I. plain washer thick 100 Nos. 1209 36.00 4.76 171.36
Sundries (no rates reqd.) Lumpsu 9999 1.00 40.00 40.00
m
Labour
Mistry Day 0130 158.00 2.34 369.72
Carpenter 2nd class Day 0112 158.00 9.34 1475.72
Beldar Day 0114 152.00 9.34 1419.68
3265.12 97027.16
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 32.65 970.27
m
3297.77 97997.43
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 494.67 14699.61
m
Cost per 216.14 sqm 3792.44 112697.05
Cost per sqm Sqm 17.55 521.41
109210 Providing and fixing 0.55mm TCT Standing Seam/clip-lock Profile
for roofing comprising Zincalume / Galvalume base steel of metal
thickness 0.5mm and coated with Zinc- Aluminium coating of AZ-
150 (150 gsm) as per AS : 1397-1993 (total of both sides) and
permanently colour coated with 20 microns Super Polyester / SMP
Colour Coating over a 5 micron primer and back coat of 5 micron
over a 5 micron primer. Standing Seam sheets to be profiled to
desired length & width of 400mm to 770mm, having profile depth of
31mm to 61 mm with a unique concealed clip made from GI, one
portion of the clip (lower) fastened to purlin and upper part gets
attached to roofing sheet. Thereby providing an absolutely
puncture-less roof with concealed clip crimped / locked together by
a mechanical sewing machine

Detail of cost of 216.14 sqm (233.65 sqm with wastage)

Material Cost
Precoated galvalume/zincalume profile sheet (0.55mm Total Sqm 8852 500.00 233.65 116825.00
Coated Thickness) including concealed GI Clip
Sundries (no rates reqd.) Lumpsum 9999 1.00 100.00 100.00
Labour Cost

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Mistry Day 0130 158.00 2.34 369.72
Carpenter 2nd class Day 0112 158.00 9.34 1475.72
Beldar Day 0114 152.00 9.34 1419.68
Sundries (no rates reqd.) Lumpsum 9999 1.00 100.00 100.00
3365.12 116925.00
Add for Water Charges @1% (no rates reqd.) 9997 0.01 33.65 1169.25
3398.77 118094.25
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 9998 0.15 509.82 17714.14

Cost for 216.14 Sqm 3908.59 135808.39

Cost per Sqm Sqm 18.08 628.34
109220 Providing and applying water proofing treatment to RCC roof slab
etc. by application of two coats of cement slurry mixed with water
proofing compound (Acrylic based polymer, solid content 30% ±3,
pH >7) in the ratio of 1:2 (1 part of water proofing compound : 2
parts of cement by weight), followed by two coats of single
component moisture cured polyurethane based elastomeric water
proofing coating conforming to ASTM C-836-89 having tensile
strength 3.1 N/mm². Topping layer of 25 mm thick cement concrete
1:2:4 (to be paid separately) to be laid

Considering an area of 10 sqm

Material Cost
Acrylic based water proofing compound Kg 8818 135.00 5.00 675.00
Polyurethane based elastomeric water proofing coating Kg 8854 350.00 10.00 3500.00
Labour Cost
Mason (brick layer) 2nd class Day 0124 158.00 2.00 316.00
Beldar Day 0114 152.00 6.00 912.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 50.00 50.00
m
1278.00 4175.00
Add for Water Charges @1% (no rates reqd.) 9997 0.01 12.78 41.75
1290.78 4216.75
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 9998 0.15 193.62 632.51

Cost for 10 sqm 1484.40 4849.26

Cost per Sqm Sqm 148.44 484.93

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
109230 Supply and Installation, including lifting to all heights as required,
trapezoidal / corrugated sheeting system in galvalume colour
coated steel having cover width of 1000 mm, 35 mm crest at a
pitch of 250 mm stiffened with 8 mm deep intermittent corrugations
or profiling approved by engineer-in-charge. Sheet should be made
from base metal having 0.52 mm (± 0.02 mm) thickness in steel of
grade 345 as per ASTM A792M, .. Contd. -

Detail of cost of 216.14 sqm (233.65 sqm with wastage)

Material
0.55 mm thick (TCT) trapezoidal galvalume sheets with polyester Sqm 8888 400.00 233.65 93460.00
paint of 20 micron on exposed surface & 5 micron on unexposed
surface
Galvanised steel 'J' or 'L' hooks 8 mm dia 10 Nos. 1023 68.00 47.60 3236.80
Bitumen washer 100 Nos. 1208 25.00 4.76 119.00
G.I. plain washer thick 100 Nos. 1209 36.00 4.76 171.36
Sundries (no rates reqd.) Lumpsu 9999 1.00 40.00 40.00
m
Labour
Mistry Day 0130 158.00 2.34 369.72
Carpenter 2nd class Day 0112 158.00 9.34 1475.72
Beldar Day 0114 152.00 9.34 1419.68
3265.12 97027.16
Add for Water Charges @1% (no rates reqd.) 9997 0.01 32.65 970.27
3297.77 97997.43
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 9998 0.15 494.67 14699.61

Cost per 216.14 sqm 3792.44 112697.05

Cost per sqm Sqm 17.55 521.41

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
109240 Supplying and installation including lifting to all heights as required,
of standing seam system 0.7 mm thick aluminum sheets having
cover width of 550 mm, 46 mm crest height with horizontal
stiffening ribs, made of Aluminum Manganese alloy 5754 grade in
mill finish. The sheets shall have side locking with special anti-
friction, anti-static, polyamide / acetylate brackets which allow
thermal movement to the sheets. Clips shall be fixed to
purlins/structure with zinc coated self-tapping drilling screws.
Sheets shall be site roll formed for giving required profile and
length. Complete job to be done as per directions of Engineer
Incharge

Cost for 100 sqm including 5% wastage

Material
0.7 mm thick non-zipping snap on SSR (standing seam roofing) Al- Sqm 8889 2690.00 105.00 282450.00
Mg 5754 alloy sheets
Polyamide/acetylate brackets for fixing aluminium sheets Each 8890 200.00 100.00 20000.00
screws and fastners LS 9999 0.00 200.00 0.00
Labour
Fitter (Grade-1) Day 0116 168.00 2.00 336.00
Carpenter 1st class Day 0111 168.00 0.50 84.00
Beldar Day 0114 152.00 5.00 760.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 100.00 100.00
m
1280.00 302450.00
Add for Water Charges @1% (no rates reqd.) 9997 0.01 12.80 3024.50
1292.80 305474.50
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 9998 0.15 193.92 45821.17

1486.72 351295.68
Cost per Sqm Sqm 14.87 3512.96
109250 Providing and fixing of plain formed flashing at ridges / cover
/ corner / barge pieces / apex junctions of roofing and
cladding made of polyester colour GI sheets 0.52 mm thick
in required shape colour, duly fixed with stitching screws
(with EPDM washers etc. as per site requirement

109251 Upto 600 mm width (girth)

Details for cost of 10m (10 m + 5% wastage = 10.5 m)

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Materials :
0.55 mm thick (TCT) colour coated G.I. ridges with polyester Rm 8895 290.00 10.50 3045.00
paint of 20 micron on exposed surface & 5 micron on
unexposed surface upto 600mm girth
screws and fastners LS 9999 1.00 20.00 20.00
Labour :
Mistry Day 0130 158.00 0.07 11.06
Carpenter 2nd class Day 0112 158.00 0.25 39.50
Beldar Day 0114 152.00 0.80 121.60
172.16 3065.00
Add for Water Charges @1% (no rates reqd.) 9997 0.01 1.72 30.65
173.88 3095.65
Add for Contractor’s Profit and Overheads @ 15% (no rates 9998 0.15 26.08 464.35
reqd.)
Cost for 10 metre 199.96 3560.00
Cost per R metre R metre 20.00 356.00
109252 601mm to 1200 mm width (girth)
Details for cost of 10m (10 m + 5% wastage = 10.5 m)
Materials :
0.55 mm thick (TCT) colour coated G.I. ridges with polyester Rm 8896 400.00 10.50 4200.00
paint of 20 micron on exposed surface & 5 micron on
unexposed surfacefrom 601mm to 1200mm girth

screws and fastners LS 9999 1.00 20.00 20.00

Labour :
Mistry Day 0130 158.00 0.07 11.06
Carpenter 2nd class Day 0112 158.00 0.25 39.50
Beldar Day 0114 152.00 0.80 121.60
172.16 4220.00
Add for Water Charges @1% (no rates reqd.) 9997 0.01 1.72 42.20
173.88 4262.20
Add for Contractor’s Profit and Overheads @ 15% (no rates 9998 0.15 26.08 639.33
reqd.)
Cost for 10 metre 199.96 4901.53

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Cost per R metre R metre 20.00 490.15
109260 Providing & fixing of coloured galvalume plain sheet
flashings at ridges / apex junctions of roofing cladding,
cover / corner / barge pieces etc. in required shape, colour
duly fixed with stitching screws (with EPDM washers etc. as
per site requirement)

109261 Upto 600 mm width (girth)

Details for cost of 10m (10 m + 5% wastage = 10.5 m)
Materials :
0.55 mm thick (TCT) galvalume sheet ridges / cover / corner Rm 8893 300.00 10.50 3150.00
/ barge pieces etc. with polyester paint of 20 micron on
exposed surface & 5 micron on unexposed surface upto
600mm girth
screws and fastners LS 9999 1.00 20.00 20.00
Labour :
Mistry Day 0130 158.00 0.07 11.06
Carpenter 2nd class Day 0112 158.00 0.25 39.50
Beldar Day 0114 152.00 0.80 121.60
172.16 3170.00
Add for Water Charges @1% (no rates reqd.) 9997 0.01 1.72 31.70
173.88 3201.70
Add for Contractor’s Profit and Overheads @ 15% (no rates 9998 0.15 26.08 480.25
reqd.)
Cost for 10 metre 199.96 3681.96
Cost per R metre R metre 20.00 368.20
109262 601mm to 1200 mm width (girth)
Details for cost of 10m (10 m + 5% wastage = 10.5 m)
Materials :
0.55 mm thick (TCT) galvalume sheet ridges / cover / corner Rm 8894 425.00 10.50 4462.50
/ barge pieces etc. with polyester paint of 20 micron on
exposed surface & 5 micron on unexposed surface from
601mm to 1200mm girth
screws and fastners LS 9999 1.00 20.00 20.00
Labour :

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Mistry Day 0130 158.00 0.07 11.06
Carpenter 2nd class Day 0112 158.00 0.25 39.50
Beldar Day 0114 152.00 0.80 121.60
172.16 4482.50
Add for Water Charges @1% (no rates reqd.) 9997 0.01 1.72 44.83
173.88 4527.33
Add for Contractor’s Profit and Overheads @ 15% (no rates 9998 0.15 26.08 679.10
reqd.)
Cost for 10 metre 199.96 5206.42
Cost per R metre R metre 20.00 520.64
109270 Providing and fixing of plain formed 0.7 mm thick aluminum
sheet flashing at ridges apex junctions of roofing and
cladding, cover / corner / barge pieces etc. of required
shape colour and profile as per site requirement
109271 Upto 600 mm width (girth)
Details for cost of 10m (10 m + 5% wastage = 10.5 m)
Materials :
0.7 mm thick Al-Mg 5754 ridges / apex junctions / cover / Rm 8891 1650.00 10.50 17325.00
corner / barge pieces etc.upto 600mm girth
screws and fastners LS 9999 1.00 20.00 20.00
Labour :
Mistry Day 0130 158.00 0.07 11.06
Carpenter 2nd class Day 0112 158.00 0.25 39.50
Beldar Day 0114 152.00 0.80 121.60
172.16 17345.00
Add for Water Charges @1% (no rates reqd.) 9997 0.01 1.72 173.45
173.88 17518.45
Add for Contractor’s Profit and Overheads @ 15% (no rates 9998 0.15 26.08 2627.77
reqd.)
Cost for 10 metre 199.96 20146.22
Cost per R metre R metre 20.00 2014.62
109272 601mm to 1200 mm width (girth)
Details for cost of 10m (10 m + 5% wastage = 10.5 m)

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Materials :
0.7 mm thick Al-Mg 5754 ridges / apex junctions / cover / Rm 8892 2400.00 10.50 25200.00
corner / barge pieces etc.from 601mm to 1200mm girth
screws and fastners LS 9999 1.00 20.00 20.00
Labour :
Mistry Day 0130 158.00 0.07 11.06
Carpenter 2nd class Day 0112 158.00 0.25 39.50
Beldar Day 0114 152.00 0.80 121.60
172.16 25220.00
Add for Water Charges @1% (no rates reqd.) 9997 0.01 1.72 252.20
173.88 25472.20
Add for Contractor’s Profit and Overheads @ 15% (no rates 9998 0.15 26.08 3820.83
reqd.)
Cost for 10 metre 199.96 29293.03
Cost per R metre R metre 20.00 2929.30
109280 Supplying and installation including lifting to all heights as
required, of 0.5 mm thick trapezoidal aluminum sheets
having cover width of 975 mm, 32 mm crest height, pitch of
195mm made of Aluminum Manganese alloy 5754 grade in
mill finish. Fixing shall be done with self tapping, self drilling
screws of required TPI (24 or 14 or as thickness of purlin)
and length, with neutral EPDM washer etc. complete

Detail of cost of 216.14 sqm (233.65 sqm with wastage)

Material
0.50 mm thick aluminium trapezoidal sheet made of Al-Mg alloy Sqm 8906 2000.00 233.65 467300.00
5754 grade, with cover width of 975 (± 10) mm, 32 (± 1) mm crest
height, pitch of 195 (± 2) mm in mill finish
Screws, washers etc. LS 9999 1.00 100.00 100.00
Labour
Mistry Day 0130 158.00 2.34 369.72
Carpenter 2nd class Day 0112 158.00 9.34 1475.72
Beldar Day 0114 152.00 9.34 1419.68

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Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
Sundries (no rates reqd.) Lumpsu 9999 1.00 100.00 100.00
m
3365.12 467400.00
Add for Water Charges @1% (no rates reqd.) 9997 0.01 33.65 4674.00
3398.77 472074.00
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 9998 0.15 509.82 70811.10

Cost per 216.14 sqm 3908.59 542885.10

Cost per sqm Sqm 18.08 2511.73
109290 Providing and fixing of plain formed 0.5 mm thick aluminum
sheet flashing at ridges apex junctions of roofing and
cladding, cover / corner / barge pieces etc. of required
shape colour and profile as per site requirement
109291 Upto 600 mm width (girth)
Details for cost of 10m (10 m + 5% wastage = 10.5 m)
Materials :
0.5 mm thick Al-Mg 5754 ridges / apex junctions / cover / Rm 8910 1710.00 10.50 17955.00
corner / barge pieces etc.upto 600mm girth
screws and fastners LS 9999 0.00 20.00 0.00
Labour :
Mistry Day 0130 158.00 0.07 11.06
Carpenter 2nd class Day 0112 158.00 0.25 39.50
Beldar Day 0114 152.00 0.80 121.60
172.16 17955.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.72 179.55
m
173.88 18134.55
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 26.08 2720.18
m
Cost for 10 metre 199.96 20854.73
Cost per R metre R metre 20.00 2085.47
109292 601mm to 1200 mm width (girth)
Details for cost of 10m (10 m + 5% wastage = 10.5 m)
Materials :
0.5 mm thick Al-Mg 5754 ridges / apex junctions / cover / corner / Rm 8911 2510.00 10.50 26355.00
barge pieces etc.from 601mm to 1200mm girth

Page 202
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R
Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
screws and fastners LS 9999 1.00 20.00 20.00
Labour :
Mistry Day 0130 158.00 0.07 11.06
Carpenter 2nd class Day 0112 158.00 0.25 39.50
Beldar Day 0114 152.00 0.80 121.60
172.16 26375.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.72 263.75
m
173.88 26638.75
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 26.08 3995.81
m
Cost for 10 metre 199.96 30634.56
Cost per R metre R metre 20.00 3063.46
109300 Extra over item no. 109280, if Stucco embossed finished
aluminium sheets are used instead of mill-finish sheets
Detail of cost for 1 sqm
0.50 mm thick aluminium trapezoidal sheet made of Al-Mg Sqm 8907 2500.00 1.00 2500.00
alloy 5754 grade, with cover width of 975 (± 10) mm, 32 (±
1) mm crest height, pitch of 195 (± 2) mm in stucco
embossed finish
0.50 mm thick aluminium trapezoidal sheet made of Al-Mg Sqm 8906 2000.00 1.00 2000.00
alloy 5754 grade, with cover width of 975 (± 10) mm, 32 (±
1) mm crest height, pitch of 195 (± 2) mm in mill finish
Difference of cost for 1 Sqm Sqm 500.00
Add for Water Charges @1% (no rates reqd.) 9997 0.01 5.00
505.00
Add for Contractor’s Profit and Overheads @ 15% (no rates 9998 0.15 75.75
reqd.)
Extra to be paid per Sqm Sqm 580.75
109310 Extra over item nos. 109240 & 109280, for Aluminium
sheets with 5 micron DFT primer on both faces alongwith 20
micron & 5 micron DFT Polyester colour coating on exposed
& unexposed surfaces respectively, instead of mill finish

Detail of cost for 1 sqm

Page 203
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R
Item no. Description Unit Rate Rate (Rs.) Quantity Labour Material
e Code Cost (Rs.) Cost (Rs.)
f
.
0.7 mm thick non-zipping snap on SSR (standing seam Sqm 8912 3156.00 1.00 3156.00
roofing) Al-Mg 5754 alloy sheets with 5 micron DFT primer
on both faces alongwith 20 micron & 5 micron DFT
Polyester colour coating on exposed & unexposed surfaces
respectively

0.7 mm thick non-zipping snap on SSR (standing seam Sqm 8889 2690.00 1.00 2690.00
roofing) Al-Mg 5754 alloy sheets
Difference of cost for 1 Sqm Sqm 466.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 4.66
m
470.66
Add for Contractor’s Profit and Overheads @ 15% (no rates Lumpsu 9998 0.15 70.60
reqd.) m
Extra to be paid per Sqm Sqm 541.26

Page 204
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

Page 205
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

651.67

Page 206
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

549.25

Page 207
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

462.41

Page 208
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

18.58

14.87

14.87

Page 209
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

109.23

87.24

87.24

Page 210
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

389.14

Page 211
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

334.20

Page 212
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

779.43

Page 213
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

517.88

273.18

Page 214
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

348.20

302.46

Page 215
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

469.89

Page 216
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

286.76

277.50

Page 217
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

335.41

Page 218
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

295.33

59.70

Page 219
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

418.20

Page 220
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

218.17

Page 221
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

14.87

41.07

Page 222
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

140.29

193.06

Page 223
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

233.53

Page 224
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

181.61

181.58

Page 225
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

131.28

101.10

Page 226
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

241.30

Page 227
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

109.61

104.00

Page 228
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

179.24

279.59

Page 229
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

234.31

73.81

Page 230
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

470.16

Page 231
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

14.87

41.07

Page 232
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

83.48

Page 233
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

532.39

562.37

Page 234
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

688.92

Page 235
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

579.27

396.52

Page 236
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

290.71

Page 237
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

522.74

522.74

Page 238
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

374.30

0.00 299.55

Page 239
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

676.52

Page 240
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

318.91

24.53

Page 241
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

358.87

Page 242
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

1213.87

Page 243
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

1107.93

Page 244
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

2107.19

117.54

133.10
140.59
172.23
144.82

99.13
72.68
130.68
130.68
93.57
74.89
169.13
79.73

Page 245
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

240.42

Page 246
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

278.42

48.08

Page 247
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

7.36

Page 248
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

148.62

300.44

Page 249
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

338.78

Page 250
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

335.85

18.81

Page 251
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

34.62

33.73

Page 252
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

2923.10
87.69

Page 253
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

54.98

Page 254
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

96.00

Page 255
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

333.76

Page 256
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

359.36

Page 257
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

264.71

21.31

Page 258
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

135.01

Page 259
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

358.37

Page 260
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

586.13

Page 261
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

594.79

Page 262
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

595.70

36.12

Page 263
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

10.61

Page 264
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

832.85

Page 265
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

535.08

Page 266
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

922.29

336.47

Page 267
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

392.69

Page 268
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

438.68

Page 269
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

51.36

9.80

Page 270
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

16.29

Page 271
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

1961.45

1890.56

Page 272
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

332.08

418.85

Page 273
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

380.52

Page 274
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

439.40

Page 275
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)
101.28

114.63

Page 276
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

73.17

Page 277
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

209.42

563.33

Page 278
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

401.07

1768.83

Page 279
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

361.18

Page 280
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

A'

B'
561.22

Page 281
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

562.62

Page 282
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

618.37

Page 283
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

169.83

43.33

Page 284
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

95.59

57.47

Page 285
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

309.54

Page 286
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

159.71

176.49

Page 287
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

202.04

76.78

Page 288
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

60.31

Page 289
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

31.74

27.70

Page 290
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

15.43

33.58

Page 291
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

49.21

234.62

Page 292
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

697.69

Page 293
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

1395.37

50.32

Page 294
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

56.17

Page 295
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

61.92

19.04

Page 296
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

33.26

58.99

Page 297
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

84.55

28.48

Page 298
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

56.63

220.75

Page 299
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

113.27

40.98

Page 300
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

239.42

Page 301
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

111.66

Page 302
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

123.16

Page 303
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

76.26

Page 304
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

507.88

562.66

Page 305
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

1078.99

Page 306
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

1054.84

1339.56

Page 307
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

2172.20

Page 308
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

155.21

202.59

Page 309
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

288.63

121.55

Page 310
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

180.26

264.07

139.26

Page 311
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

99.19

124.92

Page 312
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

98.38

296.41

647.36

Page 313
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

295.83

411.98

528.13

Page 314
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

470.64

640.68

Page 315
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

972.58

295.83

412.56

Page 316
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

761.01

295.83

412.56

Page 317
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

761.60

144.78

Page 318
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

238.34

415.06

260.35

Page 319
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

308.03

646.67

Page 320
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

242.58

301.24

651.54

Page 321
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

265.58

410.76

353.27

Page 322
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

527.50

645.50

993.95

Page 323
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

259.77

411.35

759.80

Page 324
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

294.61

411.35

760.38

Page 325
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

133.80

Page 326
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

182.18

142.55

Page 327
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

213.16

176.65

248.00

Page 328
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

273.84

387.33

Page 329
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

215.76

387.33

Page 330
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

159.23

236.39

217.31

Page 331
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

294.46

Page 332
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

123.69

164.34

Page 333
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

120.98

690.17

Page 334
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

791.80

993.96

Page 335
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

1283.94

1498.96

Page 336
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

363.44

Page 337
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

318.14

357.74

Page 338
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

484.84

Page 339
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

333.61

342.43

Page 340
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

274.68

Page 341
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

239.07

Page 342
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

365.61

Page 343
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

146.53

Page 344
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

872.62

Page 345
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

505.47

Page 346
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

625.62

Page 347
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

1153.23

Page 348
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

1590.63

Page 349
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

1103.19

692.77

Page 350
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

15045.49
885.03

Page 351
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

1144.92

Page 352
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

840.98

Page 353
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

6644.77

Page 354
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

4972.44

Page 355
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

922.00

Page 356
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

538.95

Page 357
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

139716.97
646.42

6333.66
633.37

Page 358
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

538.95

Page 359
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

3527.82

Page 360
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

376.00

Page 361
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)
510.15

388.19

Page 362
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

540.64

2034.62

Page 363
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

2949.30

Page 364
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

2529.81

2105.47

Page 365
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

3083.45

580.75

Page 366
 Chapter-10 : Roofs Ceiling

Labour & Remarks

Material
Cost (Rs.)

541.26

Page 367
 Chapter-17 : Miscellaneous Building Works

CHAPTER - 17 : MISCELLANEOUS BUILDING WORKS

RItem No. Description Unit Rate Rate Quantity Labour Cost Material Labour &
e Code (Rs.) (Rs.) Cost Material
f (Rs.) Cost (Rs.)
.
D 171010 Repairs to plaster of thickness 12mm to 20mm in patches of area 2.5Sq.
S metres and under including cutting the patch in proper shape and
R preparing and plastering the surface of the walls complete including
0 disposal of rubbish to the dumping ground within 100 metres Lead
7
1
D 171011 With cement mortar 1:4 (1cement: 4fine sand)
S
R Details of cost of 10 sqm
0 Materials
Cement mortar 1:4 cum (Rate as per AOR of mortar item no.15) cum 807.49 0.183 147.77
Labour:
Mason (average) Day 0155 158.00 1.210 191.18
Coolie Day 0115 152.00 1.290 196.08
Beldar Day 0114 152.00 0.540 82.08
Bhisti Day 0101 158.00 0.920 145.36
Scaffolding and sundries Lumpsum 9999 1.00 15.210 15.21
629.91
Add for Water Charges @1% (no rates reqd.) 0.01 6.30 1.48
636.21 149.25
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 95.43 22.39
Cost of 10 sqm 731.64 171.64
Cost of 1 sqm Sqm 73.16 17.16 90.33
D 171012 With cement mortar 1:4 (1cement: 4coarse sand)
S
R Details of cost of 10 sqm
0
Materials
Cement mortar 1:4 cum (Rate as per AOR of mortar item no.11) cum 1074.99 0.183 196.72
Labour:
Mason (average) Day 0155 158.00 1.210 191.18
Coolie Day 0115 152.00 1.290 196.08
Beldar Day 0114 152.00 0.540 82.08
Bhisti Day 0101 158.00 0.920 145.36
Scaffolding and sundries Lumpsum 9999 1.00 15.210 15.21
629.91
Add for Water Charges @1% (no rates reqd.) 0.01 6.30 1.97

Page 368
 Chapter-17 : Miscellaneous Building Works

RItem No. Description Unit Rate Rate Quantity Labour Cost Material Labour &
e Code (Rs.) (Rs.) Cost Material
f (Rs.) Cost (Rs.)
.
636.21 198.69
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 95.43 29.80
Cost of 10 sqm 731.64 228.49
Cost of 1 sqm Sqm 73.16 22.85 96.01
171020 Fixing chowkhats in existing opening including embedding chowkhats in
floors or walls, cutting masonry for holdfasts embedding hold fasts in
cement concrete blocks of 1:2;4 (1cement: 2coarse sand: 4graded stone
aggregate 20mm nominal size) painting two coats of coal tar to sides of
chowkhats and making good the damages to walls and floors to match
existing surface, complete including disposal of rubbish to the dumping
ground within 50 metres lead

D 171021 Door chowkhats

S
R Detail of cost of 1 no.
0 Materials
Stone Aggregate (Single size) : 20 mm nominal size cum 0295 900.00 0.021 18.90
Stone Aggregate (Single size) : 10 mm nominal size cum 0297 900.00 0.007 6.48
0 LS 0 0.00 0.028 0.00
Coarse sand (Zone III) cum 0982 850.00 0.014 11.99
0 LS 0 0.00 0.014 0.00
Portland Cement free (rate not required) Tonne 0367 0.00 0.007 0.00
0 LS 0 0.00 0.007 0.00
Cement mortar 1:6 Rate as per AOR mortar item no 16 cum 807.00 0.010 8.07
concrete 1:2:4 filled in chase cut Lumpsum 9999 1.00 24.180 24.18
Painting two coats of coaltar Lumpsum 9999 1.00 13.520 13.52
labour
Beldar Day 0114 152.00 0.027 4.10
Coolie Day 0115 152.00 0.020 2.96
Mistry Day 0130 158.00 0.008 1.33
Mason (brick layer) 1st class Day 0123 168.00 0.002 0.30
Mason (brick layer) 2nd class Day 0124 158.00 0.002 0.28
Mate Day 0128 158.00 0.001 0.19
Scaffolding Lumpsum 9999 1.00 1.430 1.43
Hire and running charges of mechanical mixer Lumpsum 9999 1.00 0.780 0.78
Sundries (no rates reqd.) Lumpsum 9999 1.00 0.390 0.39
Coolie Day 0115 152.00 0.500 76.00
Beldar Day 0114 152.00 0.750 114.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 2.730 2.73
204.50 83.13

Page 369
 Chapter-17 : Miscellaneous Building Works

RItem No. Description Unit Rate Rate Quantity Labour Cost Material Labour &
e Code (Rs.) (Rs.) Cost Material
f (Rs.) Cost (Rs.)
.
Add for Water Charges @1% (no rates reqd.) 0.01 2.05 0.83
206.55 83.97
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 30.98 12.59
Detail of cost of 1 no. Each 237.53 96.56 334.09
D 171022 Window chowkhats
S
R Detail of cost of 1 no.
0 Materials
Stone Aggregate (Single size) : 20 mm nominal size cum 0295 900.00 0.014 12.60
Stone Aggregate (Single size) : 10 mm nominal size cum 0297 900.00 0.005 4.32
Coarse sand (Zone III) cum 0982 850.00 0.009 7.99
Portland Cement free (rate not required) Tonne 0367 0.00 0.004 0.00
Cement mortar 1:6 Rate as per AOR mortar item no 16 cum 807.00 0.006 4.84
concrete 1:2:4 filled in chase cut Lumpsum 9999 1.00 9.880 9.88
Painting two coats of coaltar Lumpsum 9999 1.00 0.910 0.91
labour
Beldar Day 0114 152.00 0.018 2.74
Coolie Day 0115 152.00 0.013 1.98
Mistry Day 0130 158.00 0.006 0.88
Mason (brick layer) 1st class Day 0123 168.00 0.001 0.20
Mason (brick layer) 2nd class Day 0124 158.00 0.001 0.19
Mate Day 0128 158.00 0.001 0.13
Scaffolding Lumpsum 9999 1.00 0.910 0.91
Hire and running charges of mechanical mixer Lumpsum 9999 1.00 0.520 0.52
Sundries Lumpsum 9999 1.00 0.260 0.26
Mason (average) Day 0155 158.00 0.330 52.14
Beldar Day 0114 152.00 0.500 76.00
135.94 40.54
Add for Water Charges @1% (no rates reqd.) 0.01 1.36 0.41
137.30 40.95
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 20.60 6.14
Detail of cost of 1 no. Each 157.90 47.09 204.99
D 171023 Clerestory window chowkhats
S
R Detail of cost of 1 no.
0 Materials
Stone Aggregate (Single size) : 20 mm nominal size cum 0295 900.00 0.007 6.30
Stone Aggregate (Single size) : 10 mm nominal size cum 0297 900.00 0.002 2.16
Coarse sand (Zone III) cum 0982 850.00 0.005 4.00

Page 370
 Chapter-17 : Miscellaneous Building Works

RItem No. Description Unit Rate Rate Quantity Labour Cost Material Labour &
e Code (Rs.) (Rs.) Cost Material
f (Rs.) Cost (Rs.)
.
Portland Cement free (rate not required) Tonne 0367 0.00 0.002 0.00
Cement mortar 1:6 Rate as per AOR mortar item no 16 cum 807.00 0.003 2.42
concrete 1:2:4 filled in chase cut Lumpsum 9999 1.00 8.060 8.06
Painting two coats of coaltar Lumpsum 9999 1.00 0.910 0.91
labour
Beldar Day 0114 152.00 0.009 1.37
Coolie Day 0115 152.00 0.007 0.99
Mistry Day 0130 158.00 0.003 0.44
Mason (brick layer) 1st class Day 0123 168.00 0.001 0.10
Mason (brick layer) 2nd class Day 0124 158.00 0.001 0.09
Mate Day 0128 158.00 0.000 0.06
Scaffolding Lumpsum 9999 1.00 0.520 0.52
Hire and running charges of mechanical mixer Lumpsum 9999 1.00 0.260 0.26
Sundries Lumpsum 9999 1.00 0.130 0.13
Mason (average) Day 0155 158.00 0.170 26.86
Beldar Day 0114 152.00 0.500 76.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 2.730 2.73
109.56 23.85
Add for Water Charges @1% (no rates reqd.) 0.01 1.10 0.24
110.65 24.08
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 16.60 3.61
Detail of cost of 1 no. Each 127.25 27.70 154.95
ANNEXURE 1 (MISCELLANEOUS BUILDING WORKS )

Details of cost for 1cum.

Materials
Stone Aggregate (Single size) : 20 mm nominal size cum 0295 900.00 0.670 603.00
Stone Aggregate (Single size) : 10 mm nominal size cum 0297 900.00 0.220 198.00
Carriage of Stone aggregate below 40 mm nominal size cum 2202 53.21 0.000 0.00
Coarse sand (Zone III) cum 0982 850.00 0.000 0.00
Carriage of Coarse Sand 0 2203 53.21 0.000 0.00
Portland Cement free (rate not required) Tonne 0367 0.00 0.320 0.00
Carriage of cement tonne 2209 47.29 0.000 0.00
Labour:
Beldar Day 0114 152.00 0.900 136.80
Coolie Day 0115 152.00 0.780 118.56
Bhisti Day 0101 158.00 0.700 110.60
Mason (brick layer) 1st class Day 0123 168.00 0.060 10.08

Page 371
 Chapter-17 : Miscellaneous Building Works

RItem No. Description Unit Rate Rate Quantity Labour Cost Material Labour &
e Code (Rs.) (Rs.) Cost Material
f (Rs.) Cost (Rs.)
.
Mason (brick layer) 2nd class Day 0124 158.00 0.060 9.48
Hire charges of Concrete Mixer 0.14 cubic metre Day 0002 700.00 0.070 49.00
Hire charges of Vibrator (Needle type 40mm) Day 0012 300.00 0.070 21.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 114.000 114.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 14.300 14.30
Coolie Day 0115 152.00 1.130 171.76
755.58 801.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.00 0.00 0.00
755.58 801.00
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.00 0.00 0.00
Cost of 1.00 cum cum 755.58 801.00 1556.58
D 171030 Making the opening for door/window /clerestory window in brick masonry
S including dismantling, fixing chowkhats, cutting masonry and making good
R the damages to walls/flooring/jambs to match existing surface including
1 disposal of malba to the dumping ground within 50 metres Lead,
4 complete
.
Details of cost for 1 opening of size 0.90 X
2.10=1.89 sqm.
Materials
Cement mortar 1:6 (1 cement:6 fine sand).Rate as per AOR mortar item cum 807.00 0.010
no.16)
concrete 1:2:4 filled in chase cut Lumpsum 9999 1.00 24.570 8.07
Labour: 24.57
Mason (brick layer) 2nd class Day 0124 158.00 0.500 79.00
Beldar Day 0114 152.00 1.200 182.40
Coolie Day 0115 152.00 0.400 60.80
Scaffolding and sundries Lumpsum 9999 1.00 3.500 3.50
325.70 32.64
Add for Water Charges @1% (no rates reqd.) 0.01 3.26 0.33
328.96 32.97
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 49.34 4.94
Cost of 1.89 sqm 378.30 37.91
Cost of 1 sqm sqm 200.16 20.06 220.22
D 171040 Renewing glass panes with putty and nails wherever necessary
S
R
0
D 171041 Float Glass panes of thickness 4 mm
S
R
0
Page 372
 Chapter-17 : Miscellaneous Building Works

RItem No. Description Unit Rate Rate Quantity Labour Cost Material Labour &
e Code (Rs.) (Rs.) Cost Material
f (Rs.) Cost (Rs.)
.
Details of cost for 10 glasses area each 0.10 Sqm.
Materials
Glass panes - 1.00 sqm + 10% wastate= 1.10 Sqm Sqm 2406 350.00 1.100 385.00
Carriage including sundries Lumpsum 9999 1.00 0.000 0.00
Putty for wood work Kg 0863 50.00 0.680 34.00
Painting or varnishing or beewaxing Lumpsum 9999 1.00 5.330 5.33
Sundries Nails etc. Lumpsum 9999 1.00 6.760 6.76
Labour:
Glazier Day 0119 158.00 0.230 36.34
Beldar Day 0114 152.00 0.230 34.96
Sundries such as rag cotton etc. Lumpsum 9999 1.00 1.430 1.43
72.73 431.09
Add for Water Charges @1% (no rates reqd.) 0.01 0.73 4.31
73.46 435.40
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 11.02 65.31
Cost of 1 sqm sqm 84.48 500.71 585.19
D 171042 Float Glass panes of thickness 5.5 mm
S
R Details of cost for 10 glasses area each 0.10 Sqm.
0 Materials
Glass panes - 1.00 sqm + 10% wastate= 1.10 Sqm Sqm 2407 410.00 1.100 451.00
Carriage including sundries Lumpsum 9999 1.00 0.000 0.00
Putty for wood work Kg 0863 50.00 0.680 34.00
Painting or varnishing or beewaxing Lumpsum 9999 1.00 5.330 5.33
Sundries Nails etc. Lumpsum 9999 1.00 6.760 6.76
Labour:
Glazier Day 0119 158.00 0.230 36.34
Beldar Day 0114 152.00 0.230 34.96
Sundries such as rag cotton etc. Lumpsum 9999 1.00 1.430 1.43
72.73 497.09
Add for Water Charges @1% (no rates reqd.) 0.01 0.73 4.97
73.46 502.06
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 11.02 75.31
Cost of 1 sqm sqm 84.48 577.37 661.85
D 171050 Renewing glass panes with wooden fillets and nails wherever necessary
S
R
0
D 171051 Float Glass panes of thickness 4 mm
S
R
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RItem No. Description Unit Rate Rate Quantity Labour Cost Material Labour &
e Code (Rs.) (Rs.) Cost Material
f (Rs.) Cost (Rs.)
.
Details of cost for 10 glasses area each 0.10 Sqm.
Materials
Glass panes - 1.00 sqm + 10% wastate= 1.10 Sqm Sqm 2406 350.00 1.100 385.00
Second class teak wood in scantling 10 cudm 1189 530.00 0.025 13.25
Second class deodar wood in planks 10 cudm 1194 310.00 0.025 7.75
First class kail wood in planks 10 cudm 1196 195.00 0.025 4.88
Painting or varnishing or beewaxing Lumpsum 9999 1.00 4.420 4.42
Sundries Nails etc. Lumpsum 9999 1.00 2.730 2.73
Labour:
Carpenter 2nd class Day 0112 158.00 0.200 31.60
Glazier Day 0119 158.00 0.250 39.50
Beldar Day 0114 152.00 0.450 68.40
Sundries such as rag cotton etc. Lumpsum 9999 1.00 1.820 1.82
141.32 418.03
Add for Water Charges @1% (no rates reqd.) 0.01 1.41 4.18
142.73 422.21
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 21.41 63.33
Cost of 1 sqm sqm 164.14 485.54 649.68
D 171052 Float Glass panes of thickness 5.5 mm
S
R Details of cost for 10 glasses area each 0.10 Sqm.
0 Materials
Glass panes - 1.00 sqm + 10% wastate= 1.10 Sqm Sqm 2407 410.00 1.100 451.00
Second class teak wood in scantling 10 cudm 1189 530.00 0.025 13.25
Second class deodar wood in planks 10 cudm 1194 310.00 0.025 7.75
First class kail wood in planks 10 cudm 1196 195.00 0.025 4.88
Painting or varnishing or beewaxing Lumpsum 9999 1.00 4.420 4.42
Sundries Nails etc. Lumpsum 9999 1.00 2.730 2.73
Labour:
Carpenter 2nd class Day 0112 158.00 0.200 31.60
Glazier Day 0119 158.00 0.250 39.50
Beldar Day 0114 152.00 0.450 68.40
Sundries such as rag cotton etc. Lumpsum 9999 1.00 1.820 1.82
141.32 484.03
Add for Water Charges @1% (no rates reqd.) 0.01 1.41 4.84
142.73 488.87
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 21.41 73.33
Cost of 1 sqm sqm 164.14 562.20 726.34

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RItem No. Description Unit Rate Rate Quantity Labour Cost Material Labour &
e Code (Rs.) (Rs.) Cost Material
f (Rs.) Cost (Rs.)
.
D 171060 Supplying and fixing new wooden fillets with nails wherever necessary
S
R
0
D 171061 2nd class teak wood fillets
S
R Details of cost for 10.00 metres length
0 Materials
2nd class teak wood in planks 10.00x0.01x0.01 = 1.00 cudm Add 15% 10 cudm 1190 550.00 0.115 63.25
wastage = 0.15 cudm Total = 1.15 cudm 10 cudm
Nails Lumpsum 9999 1.00 26.910 26.91
Labour
Carpenter 2nd class Day 0112 158.00 0.250 39.50
Beldar Day 0114 152.00 0.250 38.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 2.730 2.73
80.23 90.16
Add for Water Charges @1% (no rates reqd.) 0.01 0.80 0.90
81.03 91.06
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 12.15 13.66
Cost of 10 sqm 93.19 104.72
Cost of 1 sqm sqm 9.32 10.47 19.79
D 171062 Hollock wood fillets
S
R Details of cost for 10.00 metres length
0 Materials
Hollock wood in scantling 10.00x0.01x0.01 = 1.00 cudm Add 15% 10 cudm 2466 310.00 0.115 35.65
wastage = 0.15 cudm Total = 1.15 cudm 10 cudm
Nails Lumpsum 9999 1.00 26.910 26.91
Labour
Carpenter 2nd class Day 0112 158.00 0.250 39.50
Beldar Day 0114 152.00 0.250 38.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 2.730 2.73
80.23 62.56
Add for Water Charges @1% (no rates reqd.) 0.01 0.80 0.63
81.03 63.19
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 12.15 9.48
Cost of 10 sqm 93.19 72.66
Cost of 1 sqm sqm 9.32 7.27 16.59
D 171070 Renewal of old putty of glass panes (length)
S
R
0
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RItem No. Description Unit Rate Rate Quantity Labour Cost Material Labour &
e Code (Rs.) (Rs.) Cost Material
f (Rs.) Cost (Rs.)
.
Details of cost for 13.00 metres length
Materials
Putty for wood work Kg 0863 50.00 0.680 34.00
Spirit Lumpsum 9999 1.00 2.730 2.73
Nails Lumpsum 9999 1.00 7.150 7.15
Labour
Carpenter 2nd class Day 0112 158.00 0.300 47.40
Beldar Day 0114 152.00 0.300 45.60
Sundries (no rates reqd.) Lumpsum 9999 1.00 1.430 1.43
94.43 43.88
Add for Water Charges @1% (no rates reqd.) 0.01 0.94 0.44
95.37 44.32
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 14.31 6.65
Cost of 13 m 109.68 50.97
Cost of 1 m metre 8.44 3.92 12.36
D 171080 Refixing old glass panes with putty and nails
S
R Details of cost for 10.00 glasses area of each 0.10 sqm
0 Materials
Putty for wood work Kg 0863 50.00 0.680 34.00
Nails Lumpsum 9999 1.00 7.150 7.15
Spirit Lumpsum 9999 1.00 2.730 2.73
Labour
Glazier Day 0119 158.00 0.300 47.40
Beldar Day 0114 152.00 0.300 45.60
Sundries (no rates reqd.) Lumpsum 9999 1.00 1.430 1.43
94.43 43.88
Add for Water Charges @1% (no rates reqd.) 0.01 0.94 0.44
95.37 44.32
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 14.31 6.65
Cost of 1 sqm Sqm 109.68 50.97 160.65
D 171090 Fixing old glass panes including cutting to suitable size with wooden fillets
S (excluding cost of fillets and nails etc.)
R
0 Details of cost of 1.00 Sqm.
Labour
Glazier Day 0119 158.00 0.300 47.40
Beldar Day 0114 152.00 0.300 45.60
Sundries Lumpsum 9999 1.00 1.430 1.43

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RItem No. Description Unit Rate Rate Quantity Labour Cost Material Labour &
e Code (Rs.) (Rs.) Cost Material
f (Rs.) Cost (Rs.)
.
Nails Lumpsum 9999 1.00 0.000 0.00
94.43
Add for Water Charges @1% (no rates reqd.) 0.01 0.94
95.37
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 14.31
Cost of 1 sqm Sqm 109.68 0.00 109.68
D 171100 Providing and fixing 16mm MS Fan clamps of standard shape and size in
S existing R.C.C. slab including cutting chase and making good with 1:2
R C:S mortar and painting (Two coats) exposed portion of the clamps
0 complete
7
1
Details of cost for each fan clamp.
Materials
M.S.bar 16mm dia = 40cm (including quintal 1003 3250.00 0.006 20.54
wastage) @ 1.58 Kg/m = 0.632 Kg
Cement concrete 1:2:4 (1 Cement: 2 Coarse Lumpsum 9999 1.00 13.520 13.52
sand : 4 graded stone aggregate 20mm
nominal size) mortar for rendering or
plastering
Painting two or more coats to exposed portion Lumpsum 9999 1.00 7.150 7.15
of the clamp including priming coat
Labour for fixing
labour
Blacksmith 1st class Day 0102 168.00 0.030 5.04
Mason (brick layer) 2nd class Day 0124 158.00 0.120 18.96
Beldar Day 0114 152.00 0.250 38.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 2.730 2.73
64.73 41.21
Add for Water Charges @1% (no rates reqd.) 0.01 0.65 0.41
65.38 41.62
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 9.81 6.24
Cost of 1 fan clamp Each 75.18 47.87 123.05

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RItem No. Description Unit Rate Rate Quantity Labour Cost Material Labour &
e Code (Rs.) (Rs.) Cost Material
f (Rs.) Cost (Rs.)
.
D 171110 Regrading terracing of mud phaska with tiles/brick by dismantling
S tiles/bricks, cleaning these before reuse, removing mud plaster, preparing
R the surface of mud phaska to proper slope, relaying plaster gobri leaping
0 and tiles or bricks, grouted in cement mortar 1:3 (1cemen t: 3fine sand),
7 replacing unserviceable tiles or bricks with new ones and disposal of
1 unserviceable material to the dumping ground (New tiles or brick to be
4 paid separately) including all lead, lift etc.
.
1
3
Details of cost for 10.00 sqm
(i) Dismantling tiles/bricks in cement mortar
including removing mud plaster and cleaning
the tiles/bricks
Materials
Mud mortar (Rate as per item No 27 of aorCh-mortar) cum 314.00 0.240 75.36
Bhusa quintal 0308 230.00 0.084 19.32
Gobri mortar(Rate as per item No 28 of aorCh-mortar) cum 341.00 0.120 40.92
Labour
Beldar (ii) Preparing the surface, for mud phuska to Day 0114 152.00 0.540 82.08
proper slope, relaying mud plaster gobri
leeping
Mason (average) Day 0155 158.00 0.540 85.32
Mason (average)) Day 0155 158.00 0.270 42.66
25mm thick mud plaster including gobri
leaping
Beldar Day 0114 152.00 0.250 38.00
(iii) relaying tiles/bricks cum 807.00 0.061 49.23
including Cement mortar 1:3 (1 Cement: 3
fine sand) for grouting (Rate as per item
No. 10 AOR mortar
Mason (average) Day 0155 158.00 1.200 189.60
Beldar Day 0114 152.00 1.500 228.00
Bhisti Day 0101 158.00 1.000 158.00
Disposal of malba Lumpsum 9999 1.00 5.330 5.33
Sundries (no rates reqd.) Lumpsum 9999 1.00 2.730 2.73
880.95 135.60
Add for Water Charges @1% (no rates reqd.) 0.01 8.81 1.36
889.76 136.96

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RItem No. Description Unit Rate Rate Quantity Labour Cost Material Labour &
e Code (Rs.) (Rs.) Cost Material
f (Rs.) Cost (Rs.)
.
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 133.46 20.54
Cost of 10 sqm 1023.22 157.50
Cost of 1 sqm Sqm 102.32 15.75 118.07
###
171120 Making opening or recesses in A.C. corrugated/ semi corrugated sheet
roofing of girth not more than 1 metre
171121 Not exceeding 100 sq.cm. in area
### Details of cost for each
labour
Mate Day 0128 158.00 0.010 1.58
Carpenter 2nd class Day 0112 158.00 0.025 3.95
Beldar Day 0114 152.00 0.025 3.80
Sundries (no rates reqd.) Lumpsum 9999 1.00 1.000 1.00
10.33
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.10
10.43
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 1.56
Cost of each Each 12.00 0.00 12.00
171122 Exceeding 100 sq.cm. but not exceeding 400 sq.cm. in area
Details of cost for each
labour
Mate Day 0128 158.00 0.010 1.58
Carpenter 2nd class Day 0112 158.00 0.030 4.74
Beldar Day 0114 152.00 0.030 4.56
Sundries (no rates reqd.) Lumpsum 9999 1.00 2.000 2.00
12.88
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.13
13.01
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 1.95
Cost of each Each 14.96 0.00 14.96
171123 Exceeding 400 sq.cm. in area
Details of cost for each
labour
Mate Day 0128 158.00 0.020 3.16
Carpenter 2nd class Day 0112 158.00 0.050 7.90
Beldar Day 0114 152.00 0.050 7.60
Sundries (no rates reqd.) Lumpsum 9999 1.00 5.000 5.00
23.66
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.24

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RItem No. Description Unit Rate Rate Quantity Labour Cost Material Labour &
e Code (Rs.) (Rs.) Cost Material
f (Rs.) Cost (Rs.)
.
23.90
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 3.58
Cost of each Each 27.48 0.00 27.48
D 171130 Taking out wind ties from roof including cutting out rusted bolts, nuts etc.
S incl. lead upto lead 50 M, lift & stacking in designated store
R
0
Detail of cost for 30 mtrs
M.S. Flats 40x6mm @ 1.9kg./m = 30x1.9 =
57 kg.(A)
J’ hook bolts @ 30cm centre to centre
= 101 Nos. x 0.15 m = 15.15 m @ 0.40kg./m
= 6.06kg
Total (A+B) = 63.06 kg Say 63.00 kgs

Labour
Blacksmith 2nd class Day 0103 158.00 0.200 31.60
Bandhani Day 0100 158.00 0.200 31.60
Beldar Day 0114 152.00 0.400 60.80
Sundries (no rates reqd.) Lumpsum 9999 1.00 10.000 10.00
134.00
Add for Water Charges @1% (no rates reqd.) 0.01 1.34
135.34
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 20.30
Cost for 63 kg 155.64
Cost of 1kg Kg 2.47 0.00 2.47
D 171140 Fixing of old wind tie with new fittings including painting two or more coats
S with anticorrosive bitumastic paint of approved brand/colour/ manufacture
R over priming coat of ready mixed zinc chromate yellow primer/ ready
0 mixed metallic primer of approved brand
7
1
4
Detail of cost for 20.2 m wind tie
Materials
G.I. - J or L hooks with nuts and bolts 8 mm dia @ 30 cm center to center 10 Nos. 1023 68.00 6.800 462.40
= 68 nos
Bitumen washer 100 Nos. 1208 25.00 0.680 17.00
G.I. plain washer thick 100 Nos. 1209 36.00 0.680 24.48
Carriage of bolts, nuts and washers etc Lumpsum 9999 1.00 1.170 1.17

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RItem No. Description Unit Rate Rate Quantity Labour Cost Material Labour &
e Code (Rs.) (Rs.) Cost Material
f (Rs.) Cost (Rs.)
.
Labour
Blacksmith 1st class Day 0102 168.00 0.340 57.12
Beldar Day 0114 152.00 0.340 51.68
Sundries (no rates reqd.) Lumpsum 9999 1.00 13.910 13.91
Applying priming coat with ready mixed zink Sqm 14.97 1.860 27.85
chromate yellow primer
20.2x2x(0.04+0.006) = 1.86 sqm Rate as per item no 121013 of painting
polishing and varnishing
Painting with ready mixed black anti corrosive Sqm 29.99 1.860 55.79
bitumastic paint
Rate as per item no 121111 of painting polishing and varnishing
122.71 505.05
Add 1% for water charges on all except ‘A’ 0.01 1.23 5.05
123.94 510.10
Add 15% for contractor’s profit and overheads on all except ‘A’ 0.15 18.59 76.52
Cost for 20.2 metres 142.53 586.62
83.64
670.25
Cost of 1.00 metre metre 7.06 33.18 40.24
D 171150 Pointing on brick work with mortar of white cement, lime putty, marble
S dust and stone sand in proportion ¼:1:1:1 (¼white cement: 1lime putty:
R 1marble dust: 1stone sand)
1
4
D 171151 Flush pointing
S
R Details of cost for 10 sqm
1 Materials
White Cement lime mortar 1/4:1:1:1 (1/4 cement:1Lime putty:1stone cum 5402.43 0.030 162.07
dust:1 marble) Rate as per item no.29 of Ch of mortar
Sundries (no rates reqd.) Lumpsum 9999 1.00 2.750 2.75
labour
Mason (average) Day 0155 158.00 0.490 77.42
Coolie Day 0115 152.00 0.600 91.20
Bhisti Day 0101 158.00 0.920 145.36
Scaffolding and racking out joints including Sundries Lumpsum 9999 1.00 6.200 6.20
320.18 164.82
Add for Water Charges @1% (no rates reqd.) 0.01 3.20 1.65
323.38 166.47

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RItem No. Description Unit Rate Rate Quantity Labour Cost Material Labour &
e Code (Rs.) (Rs.) Cost Material
f (Rs.) Cost (Rs.)
.
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 48.51 24.97
Cost of 10 sqm 371.89 191.44
Cost of 1 sqm Sqm 37.19 19.14 56.33
D 171152 Ruled pointing
S
R Details of cost for 10 sqm
1 Materials
White Cement lime mortar 1/4:1:1:1 (1/4 cement:1Lime putty:1stone cum 5402.43 0.030 162.07
dust:1 marble) Rate as per item no.29 of Ch of mortar
Sundries (no rates reqd.) Lumpsum 9999 1.00 2.750 2.75
labour
Mason (average) Day 0155 158.00 0.530 83.74
Coolie Day 0115 152.00 0.640 97.28
Bhisti Day 0101 158.00 0.990 156.42
Scaffolding and racking out joints including Sundries Lumpsum 9999 1.00 6.200 6.20
343.64 164.82
Add for Water Charges @1% (no rates reqd.) 0.01 3.44 1.65
347.08 166.47
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 52.06 24.97
Cost of 10 sqm 399.14 191.44
Cost of 1 sqm Sqm 39.91 19.14 59.06
D 171153 Struck or weathered pointing
S
R Details of cost for 10 sqm
1 Materials
White Cement lime mortar 1/4:1:1:1 (1/4 cement:1Lime putty:1stone cum 5402.43 0.030 162.07
dust:1 marble) Rate as per item no.29 of Ch of mortar
Sundries (no rates reqd.) Lumpsum 9999 1.00 2.750 2.75
labour
Mason (average) Day 0155 158.00 0.800 126.40
Coolie Day 0115 152.00 0.970 147.44
Bhisti Day 0101 158.00 0.990 156.42
Scaffolding and racking out joints including Sundries Lumpsum 9999 1.00 6.200 6.20
436.46 164.82
Add for Water Charges @1% (no rates reqd.) 0.01 4.36 1.65
440.82 166.47
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 66.12 24.97
Cost of 10 sqm 506.95 191.44

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RItem No. Description Unit Rate Rate Quantity Labour Cost Material Labour &
e Code (Rs.) (Rs.) Cost Material
f (Rs.) Cost (Rs.)
.
Cost of 1 sqm Sqm 50.69 19.14 69.84
1 171160 Pointing on tile brick work with mortar of white cement lime marble dust
4 and stone sand in proportion ¼:1:1:1 (¼white cement: 1lime putty:
. 1marble dust: 1stone sand)
7
D 171161 Flush pointing
S
R Details of cost for 10 sqm
1 Materials
White Cement lime mortar 1/4:1:1:1 (1/4 cement:1Lime putty:1stone cum 5402.43 0.046 248.51
dust:1 marble) Rate as per item no.29 of Ch of mortar
Sundries (no rates reqd.) Lumpsum 9999 1.00 2.600 2.60
labour
Mason (average) Kg 0325 24.00 0.650 15.60
Coolie cum 0293 850.00 0.800 680.00
Bhisti Sqm 0236 180.00 1.210 217.80
Scaffolding and racking out joints including Sundries Lumpsum 0 0.00 6.200 0.00
913.40 251.11
Add for Water Charges @1% (no rates reqd.) 0.01 9.13 2.51
922.53 253.62
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 138.38 38.04
Cost of 10 sqm 1060.91 291.67
Cost of 1 sqm Sqm 106.09 29.17 135.26
D 171162 Ruled pointing
S
R Details of cost for 10 sqm
1 Materials
White Cement lime mortar 1/4:1:1:1 (1/4 cement:1Lime putty:1stone cum 5402.43 0.046 248.51
dust:1 marble) Rate as per item no.29 of Ch of mortar
Sundries (no rates reqd.) Lumpsum 9999 1.00 2.750 2.75
labour
Mason (average) Day 0155 158.00 0.730 115.34
Coolie Day 0115 152.00 0.890 135.28
Bhisti Day 0101 158.00 1.300 205.40
Scaffolding and racking out joints including Sundries Lumpsum 9999 1.00 6.200 6.20
462.22 251.26
Add for Water Charges @1% (no rates reqd.) 0.01 4.62 2.51
466.84 253.77
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 70.03 38.07

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RItem No. Description Unit Rate Rate Quantity Labour Cost Material Labour &
e Code (Rs.) (Rs.) Cost Material
f (Rs.) Cost (Rs.)
.
Cost of 10 sqm 536.87 291.84
Cost of 1 sqm Sqm 53.69 29.18 82.87
D 171163 Struck or weathered pointing
S
R Details of cost for 10 sqm
1
Materials
White Cement lime mortar 1/4:1:1:1 (1/4 cement:1Lime putty:1stone cum 5402.43 0.046 248.51
dust:1 marble) Rate as per item no.29 of Ch of mortar
Sundries (no rates reqd.) Lumpsum 9999 1.00 2.750 2.75
labour
Mason (average) Day 0155 158.00 0.980 154.84
Coolie Day 0115 152.00 1.190 180.88
Bhisti Day 0101 158.00 1.300 205.40
Scaffolding and racking out joints including Sundries Lumpsum 9999 1.00 6.200 6.20
547.32 251.26
Add for Water Charges @1% (no rates reqd.) 0.01 5.47 2.51
552.79 253.77
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 82.92 38.07
Cost of 10 sqm 635.71 291.84
Cost of 1 sqm Sqm 63.57 29.18 92.76
D 171170 Providing and laying integral cement based treatment for water proofing
S on horizontal surface at all depths below ground level for under ground
R structures levels consisting of (i) 1st layer of 20mm thick approved rough
0 stone slab over 25mm thick average base of 1:3 mortar (1cement:
7 3coarse sand) mixed with water proofing compound conforming to IS:
2 2645 over levelling course (levelling course to be paid separately). Joints
2 sealed and grouted with cement slurry mixed with water proofing
. compound (ii) 2nd layer of 25 mm thick cement mortar 1:3 (1cement:
1 3coarse sand) mixed with water proofing compound as per manufacturer
instructions (iii) Finishing top with stone aggregate of 10mm to 12mm
nominal size spreading @ 8cudm / sqm thoroughly embedded in the 2nd
layer

D 171171 Using rough kota stone

S
R Details of cost for 10.00 sqm
0
Materials
Ist layer Cement mortar 1:3 for fixing of stone 10 x 0.025 = 0.25per cum 1074.99 0.250 268.75
chapter mortar item no 08)

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RItem No. Description Unit Rate Rate Quantity Labour Cost Material Labour &
e Code (Rs.) (Rs.) Cost Material
f (Rs.) Cost (Rs.)
.
Kota stone slab = 10 sqm Sqm 1169 280.00 11.000 3080.00
Wastage @ 10% = 1sqm
Total = 11 sqm
Cartage 11x0.025 @2330 kg/m3 = 0.64 t LS 0 0.00 0.640 0.00
Cement mortar 1:3 cum 1074.99 0.280 301.00
10x0.025 = 0.25 cum
Wastage @ 12% = 0.03 cum
Total = 0.28 cum(Rate as per chapter mortar item no 08)
Cement for slurry Tonne 0367 0.00 0.072 0.00
Bed
2x10.00 @ 2kg/m3 = 40.00 kg
Joints
4x3.7x0.02x0.037 = 0.011 cum
25x0.6x0.02x0.037 = 0.011 cum
= 0.022 cum @ 1440 kg/cum =31.68 kg
Total = 71.88 kg or 0. 072 t

Carriage of cement LS 0 0.00 0.000 0.00

Water proofing material litre 1213 90.00 6.860 617.40
Mortar = 0.25 + 0.28 = 0.53 cum
Cement in 0.53 cum @ 5.1 q/cum = 2.7 quintal
Cement in slurry = 0.73 quintal
= 3.43 quintal @ 1 kg for 50 kg of cement
i.e. 6.86 kg

12 mm stone grit @ 8 cudm/sqm cum 0296 900.00 0.080 72.00

1x10.3x8x1/1000 = 0.08 cum
Carriage LS 0 0.00 0.000 0.00
Labour for base mortar & kota stone laying
Mason (for plain stone work) 2nd class) Day 0125 158.00 1.200 189.60
Beldar Day 0114 152.00 1.000 152.00
Coolie Day 0115 152.00 1.000 152.00
Labour for top layer & spreading stone grit
Mason (for plain stone work) 2nd class) Day 0125 158.00 1.080 170.64
Beldar Day 0114 152.00 1.080 164.16
Bhisti Day 0101 158.00 0.450 71.10
Sundries (no rates reqd.) Lumpsum 9999 1.00 6.240 6.24
905.74 4339.14
Add for Water Charges @1% (no rates reqd.) 0.01 9.06 43.39
914.80 4382.54

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RItem No. Description Unit Rate Rate Quantity Labour Cost Material Labour &
e Code (Rs.) (Rs.) Cost Material
f (Rs.) Cost (Rs.)
.
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 137.22 657.38
Cost of 10 sqm 1052.02 5039.92
Cost of 1 sqm Sqm 105.20 503.99 609.19
D 171172 Using rough red sand stone
S
R Details of cost for 10.00 sqm
2 Materials
Ist layer Cement mortar 1:3 for fixing of stone 10 x 0.025 = 0.25 (Rate as cum 1074.99 0.250 268.75
per AOR MORTAR Item no. 08)
Rough red sand stone slab = 10 sqm Sqm 1166 130.00 11.000 1430.00
Wastage @ 10% = 1sqm
Total = 11 sqm
Cartage 11x0.025 @2330 kg/m3 = 0.64 t LS 0 0.00 0.000 0.00
Cement mortar 1:3 cum 1074.99 0.280 301.00
10x0.025 = 0.25 cum
Wastage @ 12% = 0.03 cum
Total = 0.28 cum(Rate as per AOR MORTAR Item no. 08)
Cement for slurry Tonne 0367 0.00 0.072 0.00
Bed
2x10.00 @ 2kg/m3 = 40.00 kg
Joints
4x3.7x0.02x0.037 = 0.011 cum
25x0.6x0.02x0.037 = 0.011 cum
= 0.022 cum @ 1440 kg/cum =31.68 kg
Total = 71.88 kg or 0. 072 t

Carriage of cement LS 0 0.00 0.072 0.00

Water proofing material litre 1213 90.00 6.860 617.40
Mortar = 0.25 + 0.28 = 0.53 cum
Cement in 0.53 cum @ 5.1 q/cum = 2.7 quintal
Cement in slurry = 0.73 quintal
= 3.43 quintal @ 1 kg for 50 kg of cement
i.e. 6.86 kg

12 mm stone grit @ 8 cudm/sqm cum 0296 900.00 0.080 72.00

1x10.3x8x1/1000 = 0.08 cum
Carriage LS 0 0.00 0.000 0.00
Labour for base mortar & kota stone laying
Mason (for plain stone work) 2nd class) Day 0125 158.00 1.200 189.60
Beldar Day 0114 152.00 1.000 152.00
Coolie Day 0115 152.00 1.000 152.00

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RItem No. Description Unit Rate Rate Quantity Labour Cost Material Labour &
e Code (Rs.) (Rs.) Cost Material
f (Rs.) Cost (Rs.)
.
Labour for top layer & spreading stone grit
Mason (for plain stone work) 2nd class) Day 0125 158.00 1.080 170.64
Beldar Day 0114 152.00 1.080 164.16
Bhisti Day 0101 158.00 0.450 71.10
Sundries (no rates reqd.) Lumpsum 9999 1.00 6.240 6.24
905.74 2689.14
Add for Water Charges @1% (no rates reqd.) 0.01 9.06 26.89
914.80 2716.04
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 137.22 407.41
Cost of 10 sqm 1052.02 3123.44
Cost of 1 sqm Sqm 105.20 312.34 417.55
D 171180 Providing and laying integral cement based treatment for water proofing
S on the vertical surfaces by fixing specified stone slab 20mm thick with
R cement slurry mixed with water proofing compound conforming to IS:
2 2645 in recommended proportions with a gap of 20mm (minimum)
5 between stone slabs and the receiving surfaces and filling the gaps with
. neat cement slurry mixed with water proofing compound and finishing the
2 exterior of stone slab with cement mortar 1:3 (1cement: 3coarse sand)
20mm thick with neat cement punning mixed with water proofing
compound in recommended proportion complete at all levels and as
directed by the Engineer-in-Charge

D 171181 Using rough kota stone

S
R Details of cost for 10.00 sqm
0 Materials
Ist layer Kota stone slab = 10 sqm Sqm 1169 280.00 11.000 3080.00
Wastage @ 10% = 1sqm
Total = 11 sqm
Cartage 11x0.025 @2330 kg/m3 = 0.64 t LS 0 0.00 0.640 0.00
Cement slurry for jointing Tonne 0367 0.00 0.310 0.00
6x3.70 = 22.20 m
7x2.78= 19.46 m
=41.66x0.025x0.012 = 0.013 cum
Cement slurry for filling 20 mm gap
10x0.02 = 0.200 cum
= 0.213 cum @ 1440 kg/cum = 306.70 kg or
0.307 t

Carriage of cement LS 0 0.00 0.000 0.00

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RItem No. Description Unit Rate Rate Quantity Labour Cost Material Labour &
e Code (Rs.) (Rs.) Cost Material
f (Rs.) Cost (Rs.)
.
Cement plaster 1:3 with neat cement punning) Sq.m. 67.10 10.000 671.04
(Rate as per item no. 111071 as per AOR finishing )
Water proofing material litre 1213 90.00 8.900 801.00
Cement slurry = 0.31 t = 310 kg
Cement plaster 1:3 @ 13.62 q/100sqm =
136.20 kg
Total = 446.20 kg @ 1 kg for 50 kg of cement
i.e. 8.90 kg

Labour for fixing of Kota stone and applying cement & slurry
Mason (for plain stone work) 2nd class) Day 0125 158.00 3.000 474.00
Beldar Day 0114 152.00 3.000 456.00
Coolie Day 0115 152.00 1.000 152.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 18.200 18.20
1100.20 3881.00
Add for water charges @ 1% except on A 0.01 11.00 38.81
1111.20 3919.81
Add for contractors profit and overhead @15% except on A 0.15 166.68 587.97
Cost of 10 sqm 1277.88 4507.78
671.04
5178.82
Cost of 1 sqm Sqm 127.79 517.88 645.67
171182 Using rough red sand stone
Details of cost for 10.00 sqm
Materials
Ist layer Rough red sand stone slab = 10 sqm Sqm 1166 130.00 11.000 1430.00
Wastage @ 10% = 1sqm
Total = 11 sqm
Cartage 11x0.025 @2330 kg/m3 = 0.64 t LS 0 0.00 0.000 0.00
Cement slurry for jointing Tonne 0367 0.00 0.310 0.00
6x3.70 = 22.20 m
7x2.78= 19.46 m
=41.66x0.025x0.012 = 0.013 cum
Cement slurry for filling 20 mm gap
10x0.02 = 0.200 cum
= 0.213 cum @ 1440 kg/cum = 306.70 kg or
0.307 t

Carriage of cement LS 0 0.00 0.000 0.00

Page 388
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RItem No. Description Unit Rate Rate Quantity Labour Cost Material Labour &
e Code (Rs.) (Rs.) Cost Material
f (Rs.) Cost (Rs.)
.
Cement plaster 1:3 with neat cement punning) Sq.m. 67.10 10.000 671.04
(Rate as per item no. 111071 as per AOR finishing )
Water proofing material litre 1213 90.00 8.900 801.00
Cement slurry = 0.31 t = 310 kg
Cement plaster 1:3 @ 13.62 q/100sqm =
136.20 kg
Total = 446.20 kg @ 1 kg for 50 kg of cement
i.e. 8.90 kg

Labour for fixing of Red sand stone and applying cement & slurry
Mason (for plain stone work) 2nd class) Day 0125 158.00 3.000 474.00
Beldar Day 0114 152.00 3.000 456.00
Coolie Day 0115 152.00 1.000 152.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 18.200 18.20
1100.20 2231.00
Add for water charges @ 1% except on A 0.01 11.00 22.31
1111.20 2253.31
Add for contractors profit and overhead @15% except on A 0.15 166.68 338.00
Cost of 10 sqm 1277.88 2591.31
671.04
3262.35
Cost of 1 sqm Sqm 127.79 326.23 454.02
D 171190 Providing and laying water proofing treatment to vertical and horizontal
S surfaces of depressed portions of WC, kitchen and the like consisting of :
R (i) 1st course of cement slurry @ 4.4kg/ sqm mixed with water proofing
0 compound conforming to IS: 2645 in recommended proportions incl.
7 rounding of junction of vertical and horizontal surfaces. (ii) 2nd course of
2 20mm cement plaster 1:3 (1cement: 3coarse sand) mixed with water
2 proofing compound (iii) 3rd course of blown or residual bitumen applied
. hot @ 1.7kg/ sqm & (iv) 4th course of 400micron thick PVC sheet with
3 100mm wide overlaps at joints pasted to each other with bitumen @
1.7kg/ sqm

Details of cost for 10.00 sqm

Materials
Cement slurry @ 4.4 kg/sqm = 44.00 kg or Tonne 0367 0.00 0.044 0.00
0.044 t
Carriage of cement LS 0 0.00 0.000 0.00

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 Chapter-17 : Miscellaneous Building Works

RItem No. Description Unit Rate Rate Quantity Labour Cost Material Labour &
e Code (Rs.) (Rs.) Cost Material
f (Rs.) Cost (Rs.)
.
Cement plaster 1:3 (20 mm thick) cum 1074.99 0.224 240.80
Materials :
Cement mortar1:3 (Rate as per items no.08 of AOR ch mortar)
Labour
Mason (average) Day 0155 158.00 0.940 148.52
Coolie Day 0115 152.00 1.020 155.04
Bhisti Day 0101 158.00 1.100 173.80
Sundries (no rates reqd.) Lumpsum 9999 1.00 12.610 12.61
Bitumen blown or/and residual bitumen Tonne 0313 47000.00 0.017 799.00
= 10x1.70= 17 kg = 0.017 t
Carriage LS 0 0.00 0.000 0.00
Polyvinyl chloride sheet 400 micron thick Sqm 3002 38.00 10.000 380.00
Carriage Lumpsum 9999 1.00 0.000 0.00
Water proofing compound @ 1 kg per 50 kg litre 1213 90.00 3.600 324.00
of cement used
Cement slurry = 44 kg
Cement plaster 1:3
10x(13.62xl00)/100= 136.2 kg
Total = 180.2 kg/50 = 3.60 kg

Painter Day 0131 158.00 0.200 31.60

Beldar Day 0114 152.00 1.330 202.16
Mistry Day 0130 158.00 0.060 9.48
Sundries (no rates reqd.) Lumpsum 9999 1.00 7.280 7.28
2243.49 240.80
Add for Water Charges @1% (no rates reqd.) 0.01 22.43 2.41
2265.92 243.21
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 339.89 36.48
Cost of 10 sqm 2605.81 279.69
Cost of 1 sqm Sqm 260.58 27.97 288.55
D 171200 Providing and placing in position suitable PVC water stops conforming to
S IS: 12200 for construction joints between two RCC members and fixed to
R the reinforcement with binding wire before pouring concrete etc. complete
0
7
2
D 171201 Serrated with central bulb (225mm wide, 8-11mm thick)
S
R Details of cost for 100.00 sqm
0 Materials

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RItem No. Description Unit Rate Rate Quantity Labour Cost Material Labour &
e Code (Rs.) (Rs.) Cost Material
f (Rs.) Cost (Rs.)
.
Water stops Serrated with central bulb (225 mm wide, 8-11 mm thick) metre 7427 900.00 100.000 90000.00
Labour
Beldar Day 0114 152.00 2.000 304.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 26.000 26.00
330.00
Add for Water Charges @1% (no rates reqd.) 0.01 3.30 900.00
333.30 90900.00
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 50.00 13635.00
Cost of 100 sqm 383.30 104535.00
Cost of 1 sqm Sqm 3.83 1045.35 1049.18
D 171202 Dumb bell with central bulb (180mm wide, 8mm thick)
S
R Details of cost for 100.00 sqm
0 Materials
Water stops Dumb bell with centralpulb metre 7428 800.00 100.000 80000.00
Labour
Beldar Day 0114 152.00 2.000 304.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 26.000 26.00
330.00
Add for Water Charges @1% (no rates reqd.) 0.01 3.30 800.00
333.30 80800.00
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 50.00 12120.00
Cost of 100 sqm 383.30 92920.00
Cost of 1 sqm Sqm 3.83 929.20 933.03
D 171203 Kickers (320mm wide, 5mm thick)
S
R Details of cost for 100.00 sqm
0 Materials
Kickers metre 7429 45.00 100.000 4500.00
Labour
Beldar Day 0114 152.00 2.000 304.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 26.000 26.00
330.00
Add for Water Charges @1% (no rates reqd.) 0.01 3.30 45.00
333.30 4545.00
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 50.00 681.75
Cost of 100 sqm 383.30 5226.75
Cost of 1 sqm Sqm 3.83 52.27 56.10

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RItem No. Description Unit Rate Rate Quantity Labour Cost Material Labour &
e Code (Rs.) (Rs.) Cost Material
f (Rs.) Cost (Rs.)
.
D 171210 Providing and laying water proofing treatment in sunken portion of WCs,
S bathroom etc. by applying cement slurry mixed with water proofing
R cement compound as per IS 2645 in layers a) 1st layer of slurry of cement
0 @ 0.488kg/ sqm mixed with water proofing cement compound @ 0.253
7 lit/Sqm, allowed to air cure for 4hours.(b) 2nd layer of slurry of cement @
2 0.242kg/ sqm mixed with water proofing cement compound @ 0.126
2 lit/Sqm, allowed to air cure for 4 hours followed with water curing for
. 48hours.Rate includes preparation of surface, treatment, sealing of all
5 joints, corners, junctions of pipes and masonry with polymer mixed slurry.
Rendering/ plastering as protective layer, if required will be paid
separately

Details of cost for 10.00 sqm

Materials
Cement 10x(0.488 + 0.242) = 7.30 kg Tonne 0367 0.00 0.012 0.00
Sealing fillets10 x 0.5 kg =5.00kg
Total = 12.30 kg = 0.012 tonne
Carriage of cement LS 0 0.00 0.000 0.00
Water proofing compound (pH>7, Sp.Gravity 1.06±0.02, conforming to litre 1213 90.00 3.790 341.10
IS:2645)
Labour
Mason (average) Day 0155 158.00 2.000 316.00
Beldar Day 0114 152.00 2.000 304.00
Bhisti Day 0101 158.00 0.250 39.50
Sundries (no rates reqd.) Lumpsum 9999 1.00 15.600 15.60
675.10 341.10
Add for Water Charges @1% (no rates reqd.) 0.01 6.75 3.41
681.85 344.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 102.28 51.68
Cost of 10 sqm 784.13 396.19
Cost of 1 sqm Sqm 78.41 39.62 118.03

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 Chapter-17 : Miscellaneous Building Works

RItem No. Description Unit Rate Rate Quantity Labour Cost Material Labour &
e Code (Rs.) (Rs.) Cost Material
f (Rs.) Cost (Rs.)
.
D 171220 Providing and laying water proofing treatment on roofs of slabs by
S applying cement slurry mixed with water proofing cement compound as
R per IS 2645 in layers (i) After surface preparation, 1st layer of slurry of
0 cement @ 0.488kg/ sqm mixed with water proofing cement compound @
7 0.253 lit/sqm (ii) 2nd layer of Fibre glass cloth while 1st layer is still
green. Overlaps of joints of fibre cloth should not be less than 10cm (iii)
2 3rd layer of 1.5mm thickness consisting of slurry of cement @ 1.289kg/
2 sqm mixed with water proofing cement compound @ 0.67 lit/sqm and
. coarse sand @ 1.289kg/ Sqm, allowed to air cure for 4hours followed by
6 water curing for 48hours. (iv) 4th and final layer of brick tiling with cement
mortar which will be paid for separately

Details of cost for 10.00 sqm

Materials
Cement 10x (1.289 + 0.488) = 17.77 kg Tonne 0367 0.00 0.020 0.00
Sealing fillets @ 10% = 1.77 kg
Total = 19.54kg = 0.020 tonne
Carriage of cement LS 0 0.00 0.000 0.00
Water proofing compound (pH>7, Sp.Gravity 1.06±0.02, conforming to litre 1213 90.00 9.230 830.70
IS:2645)
Fibre Glass cloth = 10.00 sqm Sqm 8502 40.00 11.000 440.00
Wastage 10 % - 1.00 sqm
Total = 11.00 sqm
Labour
Mason (average) Day 0155 158.00 2.000 316.00
Beldar Day 0114 152.00 1.000 152.00
Bhisti Day 0101 158.00 0.250 39.50
Sundries (no rates reqd.) Lumpsum 9999 1.00 23.400 23.40
530.90 1270.70
Add for Water Charges @1% (no rates reqd.) 0.01 5.31 12.71
536.21 1283.41
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 80.43 192.51
Cost of 10 sqm 536.21 1475.92
Cost of 1 sqm Sqm 53.62 147.59 201.21

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RItem No. Description Unit Rate Rate Quantity Labour Cost Material Labour &
e Code (Rs.) (Rs.) Cost Material
f (Rs.) Cost (Rs.)
.
D 171230 Providing and laying integral cement based water proofing treatment incl.
S preparation of surface on roofs, balconies, terraces etc.(i) Grouting a
R slurry coat of neat cement @ 2.75kg/ sqm mixed with water proofing
0 compound conforming to IS: 2645 inc. walls upto 300mm height.(ii)
7 Laying CC with brick bats 25 to 40 mm with 50% of cement mortar 1:5
(1cement: 5coarse sand) mixed with water proofing compound over 20
2 mm thick layer of cement mortar of 1:5 mortar (1cement: 5coarse sand)
2 mixed with water proofing compound to required slope, treating the
. adjoining walls upto 300mm height, rounding of junctions. (iii) curing for 2
7 days & applying 2nd coat of cement slurry @ 2.75 kg/sqm mixed with
water proofing compound. (iv) Finishing the surface with 20mm thick
jointless cement mortar of mix 1:4 (1cement: 4coarse sand) mixed with
water proofing compound and finishing the surface with trowel with neat
cement slurry and making pattern of 300x300mm square ,3 mm deep.
With average thickness of 120mm and minimum thickness at khurra as
65mm

Details of cost for 10.00 sqm

Materials
i) Cement slurry Tonne 0367 0.00 0.028 0.00
Cement
ii) Cement mortar 1:5 (1 cement: 5 coarse cum 1075.00 0.224 240.80
sand) (Rate as per item no.21 Of AOR mortar
iii) Roof treatment with brick bats and cement
mortar
Brick bats/ brick aggregate cum 0285 900.00 0.940 846.00
Carriage LS 0 0.00 0.940 0.00
Cement mortar 1:5 (1 cement: 5 coarse cum 1075.00 0.500 537.50
sand) (Rate as per item no 21 Of AOR mortar)
Labour
Beldar Day 0114 152.00 1.750 266.00
Bhisti Day 0101 158.00 0.280 44.24
Mason (brick layer) 1st class Day 0123 168.00 0.050 8.40
Mason (brick layer) 2nd class Day 0124 158.00 0.050 7.90
Mate Day 0128 158.00 0.040 6.32
Extra labour for ramming 0.00
Beldar Day 0114 152.00 0.250 38.00

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RItem No. Description Unit Rate Rate Quantity Labour Cost Material Labour &
e Code (Rs.) (Rs.) Cost Material
f (Rs.) Cost (Rs.)
.
Sundries (no rates reqd.) Lumpsum 9999 1.00 13.650 13.65
iv) Cement slury 0.00
Portland Cement free (rate not required) Tonne 0367 0.00 0.028 0.00
Beldar Day 0114 152.00 0.200 30.40
v) 20 mm cement plaster 1:4(1 cement: 4 coarse sand) sqm 84.88 10.000 848.79
(Rate as per item no 111061 Finishing
Water proofing compound (pH>7, Sp.Gravity 1.06±0.02, conforming to litre 1213 90.00 5.000 450.00
IS:2645)
Fibre glass tissue reinforcement Type II Grade I Sqm 7233 50.00 10.500 525.00
Mason (brick layer) 2nd class Day 0124 158.00 0.360 56.88
Beldar Day 0114 152.00 0.360 54.72
Chequer plate Lumpsum 9999 1.00 13.650 13.65
Add labour for laying 20 mm bed mortar
Mason (brick layer) 2nd class Day 0124 158.00 0.540 85.32
Beldar Day 0114 152.00 0.540 82.08
Bhisti Day 0101 158.00 0.450 71.10
765.01 2612.95
Add for water charges @ 1% except on A 9997 0.01 7.65 26.13
772.66 2639.08
Add for contractors profit and overhead @15% except on A 9998 0.15 115.90 395.86
3034.94
Cost of 10 sqm 888.56 3883.73
Cost of 1 sqm Sqm 88.86 388.37 477.23
D 171240 Supplying and applying bituminous solution primer on roof and or wall
S surface at 0.24litre per sqm
R
0 Details of cost for 10.00 sqm
Materials
Bitumen solution primer of approved quality with oil base litre 0316 102.00 2.400 244.80
Carriage Lumpsum 9999 1.00 0.000 0.00
Labour
Painter Day 0131 158.00 0.170 26.86
Beldar Day 0114 152.00 0.170 25.84
Sundries (no rates reqd.) Lumpsum 9999 1.00 13.520 13.52
66.22 244.80
Add for Water Charges @1% (no rates reqd.) 0.01 0.66 2.45
66.88 247.25
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 10.03 37.09

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RItem No. Description Unit Rate Rate Quantity Labour Cost Material Labour &
e Code (Rs.) (Rs.) Cost Material
f (Rs.) Cost (Rs.)
.
Cost of 10 sqm 66.88 284.34
Cost of 1 sqm Sqm 6.69 28.43 35.12
171250 Water proofing of Overhead & Underground water tank by : Providing and
fixing 12mm N.B.M.S. threaded nozzle of 75mm length upto reqd. depth
in an approximate grid pattern at a spacing not exceeding 1.5m c/c on
entire flooring, walls etc. followed by injecting water-proof Non-shrinkable
Polymeric Grouting Compound (NSPGC) mixed with cement slurry @ 2%
of weight of cement through nozzle under 2.5 kg/cm2 pressure. The grout
should be pumped until it flows through all pores and voids thereby
sealing them. The nozzles should be sealed with quick setting admixture.
Thereafter two coats of Tapecrete acrylic based polymer water proofing
compound (having solid content 30% ± 2, pH >7) admixed with cement in
1:2 ratio to be applied on the entire surface of tank, 12 mm thick 1:4
plaster (to be paid separately) to be applied as a top coat

MATERIAL
Details of cost for per sqm
NBMS Threaded Nozzels 2.5 cm 8820 5.00 3.000 15.00
Acrylic based water proofing compound Kg 8818 135.00 0.500 67.50
Non Shrinkable Polymeric Grouting Compound Kg 8821 150.00 0.100 15.00
Quick setting sealer Kg 8822 50.00 0.500 25.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 45.000 45.00
Labour
Mistry Day 0130 158.00 0.100 15.80
Beldar Day 0114 152.00 0.500 76.00
91.80 167.50
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.92 1.68
92.72 169.18
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 13.91 25.38
cost per sqm Sqm 106.63 194.55 301.18
D 171260 Grading / Regrading of roof for water proofing treatment with :
S
D
R 171261 Cement concrete 1:2:4 (1cement: 2coarse sand: 4graded stone
S
0 aggregate 20mm nominal size)
R
0 Details of cost for one cum.
Materials
Stone Aggregate (Single size) : 20 mm nominal size cum 0295 900.00 0.670 603.00

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RItem No. Description Unit Rate Rate Quantity Labour Cost Material Labour &
e Code (Rs.) (Rs.) Cost Material
f (Rs.) Cost (Rs.)
.
Stone Aggregate (Single size) : 10 mm nominal size cum 0297 900.00 0.220 198.00
Carriage of stone aggregrate LS 0 0.00 0.000 0.00
Coarse sand (Zone III) cum 0982 850.00 0.450 382.50
Carriage of coarse sand LS 0 0.00 0.000 0.00
Portland Cement free (rate not required) Tonne 0367 0.00 0.320 0.00
Carriage of cement LS 0 0.00 0.000 0.00
Labour
Beldar Day 0114 152.00 1.630 247.76
Bhisti Day 0101 158.00 0.700 110.60
Mason (brick layer) 1st class Day 0123 168.00 0.100 16.80
Sundries (no rates reqd.) Lumpsum 9999 1.00 14.300 14.30
Hire charges of Concrete Mixer 0.14 cubic metre Day 0002 700.00 0.070 49.00
Hire charges of Vibrator (Needle type 40mm) Day 0012 300.00 0.070 21.00
Sundries for laying in terrace Lumpsum 9999 1.00 45.760 45.76
505.22 1183.50
Add for Water Charges @1% (no rates reqd.) 0.01 5.05 11.84
510.27 1195.34
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 76.54 179.30
Cost of one cum. cum 586.81 1374.64 1961.45
D 171262 Cement mortar 1:3 (1cement: 3coarse sand)
S
R Details of cost for one cum.
0 Materials
Cement mortar 1:3 (Rate as per item no. 8 AOR mortar) cum 1074.99 1.000 1074.99
Labour
Mason (average) Day 0155 158.00 1.000 158.00
Beldar Day 0114 152.00 2.000 304.00
Bhisti Day 0101 158.00 0.500 79.00
Coolie Day 0115 152.00 5.000 760.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 11.700 11.70
1312.70
Add for Water Charges @1% (no rates reqd.) 0.01 13.13 10.75
1325.83 1085.74
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 198.87 162.86
Cost of one cum. cum 1524.70 1248.60 2773.30
D 171263 Cement mortar 1:4 (1cement: 4coarse sand)
S Details of cost for one cum.
R
0 Materials

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RItem No. Description Unit Rate Rate Quantity Labour Cost Material Labour &
e Code (Rs.) (Rs.) Cost Material
f (Rs.) Cost (Rs.)
.
Cement mortar 1:4 (Rate as per item no. 11 AOR mortar) cum 1074.99 1.000 1074.99
Labour
Mason (average) Day 0155 158.00 1.000 158.00
Beldar Day 0114 152.00 2.000 304.00
Bhisti Day 0101 158.00 0.500 79.00
Coolie Day 0115 152.00 5.000 760.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 11.700 11.70
1312.70
Add for Water Charges @1% (no rates reqd.) 0.01 13.13 10.75
1325.83 1085.74
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 198.87 162.86
Cost of one cum. cum 1524.70 1248.60 2773.30
M 171270 Providing and fixing corner beading of 2nd class teak wood of size
/ 60x65mm including screws etc. complete
R
Details of cost for beading 500 cm long (5metre) 60x65x500
Materials:
Teak wood Iind class in planks 500x6x6.5 cm=0.0195 cum
Add for wastage @ 10%=0.00195 cum Total=0.02145 cum Say 21.45 10 cudm 1190 550.00 2.145 1179.75
cudm
carriage 0.000 0.00
Bright finished or black enameled mild steel screws 40 mm 100 Nos. 0637 42.00 0.360 15.12
Labour-For planning,fixing and making design
Carpenter 1st class Day 0111 168.00 0.530 89.04
Beldar Day 0114 152.00 0.530 80.56
Sundries (no rates reqd.) Lumpsum 9999 1.00 1.500 1.50
171.10 1194.87
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 1.71 11.95
90.75 1206.82
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 13.61 181.02
Cost of 5 m 104.36 1387.84
Cost of 1m metre 20.87 277.57 298.44
M 171280 Providing and fixing fancy printed tiles of size 150x75 mm or any other
/ suitable length confirming to IS: 15622 in border of baths and toilets on
R 12mm thick cement plaster 1:3/ chemical adhesive (1cement : 3coarse
sand) jointed with matching pigment etc. complete

Details of cost for 1 sqm.

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RItem No. Description Unit Rate Rate Quantity Labour Cost Material Labour &
e Code (Rs.) (Rs.) Cost Material
f (Rs.) Cost (Rs.)
.
Materials
Glazed Ceramic fancy tiles 150x75 mm size =1.00 sqm Add for wastage Sqm 7800 300.00 1.025 307.50
& breakage @ 2.5 % = 0.025 sqm = Total 1.025 sqm
Carriage of tiles LS 9999 1.00 0.000 0.00
Cement mortar 1:4(1Cement: 4 Coarse sand) cum 1074.99 0.024 25.80
(Rate as per AOR Ch 3 of cement concrete item no.11)
Mortar for pointing in white cement Lumpsum 9999 1.00 20.200 20.20
Sundries including chemical adhesive and pigment Lumpsum 9999 1.00 30.500 30.50
Labour:
Mason (brick layer) 1st class Day 0123 168.00 0.200 33.60
Beldar Day 0114 152.00 0.200 30.40
64.00 384.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.64 3.84
64.64 387.84
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 9.70 58.18
Cost of 1 sqm Sqm 74.34 446.02 520.35

M 171290 Providing and laying vitrified printed border tiles of size 400x100mm or
/ any other size conforming to IS:15622 on mosaic floor after hacking with
R suitable floor adhesive like ultimate or unitiles etc. including finishing the
joints, pointed with white cement slurry with suitable pigment to match the
shade of the tiles etc. complete

Details of cost for 1 sqm.

Materials
Glazed Ceramic floor tiles 400x100 mm size =1.00 sqm Add for wastage Sqm 7803 285.00 1.025 292.13
& breakage @ 2.5 % = 0.025 sqm = Total 1.025 sqm
Carriage of tiles tonne 2216 47.29 0.000 0.00
High polymer modified quickset tile adhesive per Kg 8731 15.00 10.000 150.00
Mortar for pointing in white cement Lumpsum 9999 1.00 20.200 20.20
Sundries including pigment Lumpsum 9999 1.00 15.500 15.50
Labour:
Mason (brick layer) 1st class Day 0123 168.00 0.200 33.60
Beldar Day 0114 152.00 0.200 30.40
64.00 477.83
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.64 4.78
64.64 482.60

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RItem No. Description Unit Rate Rate Quantity Labour Cost Material Labour &
e Code (Rs.) (Rs.) Cost Material
f (Rs.) Cost (Rs.)
.
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 9.70 72.39
Cost of 1 sqm Sqm 74.34 554.99 629.33
M 171300 Providing and fixing stainless steel kitchen rack of suitable size of
/ approved make
R
Details of cost for 10 kg
Materials
Stainless steel rack for Kitchen Kg 9670 170.00 10.000 1700.00
Sundries including screws,packing etc. Lumpsum 9999 1.00 30.000 30.00
Labour:
Carpenter (average) Day 0156 158.00 0.100 15.80
Beldar Day 0114 152.00 0.100 15.20
31.00 1730.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.31 17.30
31.31 1747.30
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 4.70 262.09
Details of cost for 10 kg 36.01 2009.40 2045.40
Cost of 1 kg Kg 3.60 200.94 204.54
N 171310 Providing & fixing reflective paver blocks of approved sizes and design,
R conforming to IS:15658-2006, manufactured with wet cast vibration
system in two layers, 10-15 mm thick top layer consisting of graded stone
C aggregate, silica sand and UV stabilised iron oxide Bayer colour and
A bottom layer with M-40 concrete having galvanised steel fibre
O reinforcement; to be fixed over uniform bedding of 50mm thick fine sand &
joints filled with sand for thickness as :
I
t
A 171311 60mm thick reflective paver blocks
/
60 mm thick blocks of M30 grade
R
Details of cost for 10 sqm.
Materials
60mm thick reflective paver blocks conforming to IS:15658-2006, Sqm 7072 615.00 10.000 6150.00
manufactured in two layers, 10-15 mm thick top layer consisting of graded
stone aggregate, silica sand & UV stablised iron oxide Bayer colour and
bottom layer with M-40 concrete having galvan
Coarse sand (Zone III) cum 0982 850.00 0.250 212.50
Sundries including white cement Lumpsum 9999 1.00 120.000 120.00
Labour:
Mason (brick layer) 1st class Day 0123 168.00 0.500 84.00

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RItem No. Description Unit Rate Rate Quantity Labour Cost Material Labour &
e Code (Rs.) (Rs.) Cost Material
f (Rs.) Cost (Rs.)
.
Mason (brick layer) 2nd class Day 0124 158.00 0.500 79.00
Beldar Day 0114 152.00 1.000 152.00
Coolie Day 0115 152.00 0.500 76.00
391.00 6482.50
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 3.91 64.83
394.91 6547.33
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 59.24 982.10
Cost of 10 sqm 454.15 7529.42
Cost of 1 sqm Sqm 45.41 752.94 798.36
###
171312 80mm thick reflective paver blocks
Details of cost for 10 sqm.
Materials
80mm thick reflective paver blocks conforming to IS:15658-2006, Sqm 7073 690.00 10.000 6900.00
manufactured in two layers, 10-15 mm thick top layer consisting of graded
stone aggregate, silica sand & UV stablised iron oxide Bayer colour and
bottom layer with M-40 concrete having galvan
Coarse sand (Zone III) cum 0982 850.00 0.250 212.50
Sundries (no rates reqd.) Lumpsum 9999 1.00 15.000 15.00
Labour:
Mason (brick layer) 1st class Day 0123 168.00 0.500 84.00
Mason (brick layer) 2nd class Day 0124 158.00 0.500 79.00
Beldar Day 0114 152.00 1.000 152.00
Coolie Day 0115 152.00 0.500 76.00
391.00 7127.50
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 3.91 71.28
394.91 7198.78
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 59.24 1079.82
Cost of 10 sqm 454.15 8278.59
Cost of 1 sqm Sqm 45.41 827.86 873.27
D 171320 Supplying chemical emulsion (Chlorpyriphos / Lindane emulsifiable
S concentrate of 20%) in sealed containers
R
0
Details of cost of 100 litres
Materials
Chlorpyriphos 20% E.C. I Lindane 20% E.C. litre 7022 284.00 100.000 28400.00
0 LS 0 0.00 0.000 0.00
28400.00
Add for Water Charges @1% (no rates reqd.) 0.01 284.00

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RItem No. Description Unit Rate Rate Quantity Labour Cost Material Labour &
e Code (Rs.) (Rs.) Cost Material
f (Rs.) Cost (Rs.)
.
28684.00
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 4302.60
Cost of 100 litres 32986.60
Cost of 1 litre Litre 0.00 329.87 329.87
###
171330 Diluting and injecting chemical emulsion Chlorpyriphos/ Lindane E.C.
20% with 1% concentration for post constructional anti-termite treatment
(Payment for chemical emulsion to be made separately)

D 171331 Along external wall where the apron is not provided using chemical
S emulsion @ 7.5 litres/ Sqm of the vertical surface of the substructure to a
R depth of 300mm including excavating channel along the wall and rodding
0 etc. and making good the same
7
Details of cost for 10 metres
Materials
Chlorpyriphos 1% concentration = 10.0x0.30x7.5 = 22.5 litres litre 7022 284.00 1.125 0.00
Chlorpyriphos 20% E.C. required 22.5/20 =1.125 litre

Labour
Beldar Day 0114 152.00 0.330 50.16
Sundries and rent of a sprayer and mortar and Lumpsum 9999 1.00 13.520 13.52
making good the holes
63.68
Add for Water Charges @1% (no rates reqd.) 0.01 0.64 0.00
64.32 0.00
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 9.65 0.00
Cost of 10 m 73.96 0.00
Cost of 1 m metre 7.40 0.00 7.40
D 171332 Along the external wall below concrete or masonry apron using chemical
S emulsion @ 2.25 litres per linear metre including drilling & plugging holes
R etc.
0
7
Details of cost for 10 metres
Materials
Chlorpyriphos 1% concentration = 10.0x0.30x7.5 = 22.5 litres litre 7022 284.00 1.125 0.00
Chlorpyriphos 20% E.C. required 22.5/20 =1.125 litre

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RItem No. Description Unit Rate Rate Quantity Labour Cost Material Labour &
e Code (Rs.) (Rs.) Cost Material
f (Rs.) Cost (Rs.)
.
Labour
Beldar (for drilling holes and injecting chemical) Day 0114 152.00 0.400 60.80
Sundries and rent of a sprayer and mortar and Lumpsum 9999 1.00 35.880 35.88
making good the holes
96.68
Add for Water Charges @1% (no rates reqd.) 0.01 0.97 0.00
97.65 0.00
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 14.65 0.00
Cost of 10 m 112.29 0.00
Cost of 1 m metre 11.23 0.00 11.23
D 171333 Treatment of soil under existing floors using chemical emulsion @ one
S litre per hole, 300mm apart including drilling 12mm diameter holes and
R plugging with cement mortar 1:2 (1cement: 2coarse sand) to match the
0 existing floor
7
Details of cost for 9 sqm. (3 metre x 3 metre)
No. of holes - 100 nos
Materials
Chlorpyriphos 20% E.C. = 100/20 = 5.0 litres litre 7022 284.00

Labour
Beldar (for drilling holes and injecting chemical) Day 0114 152.00 2.000 304.00
Mason (brick layer) 2nd class Day 0124 158.00 0.500 79.00
Sundries and rent of a sprayer and mortar and Lumpsum 9999 1.00 35.880 35.88
making good the holes
418.88
Add for Water Charges @1% (no rates reqd.) 0.01 4.19 0.00
423.07 0.00
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 63.46 0.00
Cost of 9 sqm 486.53 0.00
Cost of 1 sqm Sqm 54.06 0.00 54.06
D 171334 Treatment of existing masonry using chemical emulsion @ one litre per
S hole at 300mm interval including drilling holes at 45 degree and plugging
R them with cement mortar 1: 2 (1cement: 2coarse sand) to the full depth of
0 the hole
7
Details of cost for 10 metres
Materials

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RItem No. Description Unit Rate Rate Quantity Labour Cost Material Labour &
e Code (Rs.) (Rs.) Cost Material
f (Rs.) Cost (Rs.)
.
No. of holes 10.0/0.30 = 33.33+1 = 34.33
holes
Say 34 holes chlorpyriphos 1% concentration required = 34x1.0 = 34.00
litres
Chlorpyriphos 20% E.C. required
34.00/20= 1.70 litres

Chlorpyriphos 20% E.C. I Lindane 20% E.C. litre 7022 284.00 1.700
Labour
Beldar (for drilling holes and injecting chemical) Day 0114 152.00 0.300 45.60
Mason (brick layer) 2nd class Day 0124 158.00 0.050 7.90
Sundries and rent of a sprayer and mortar and Lumpsum 9999 1.00 17.940 17.94
making good the holes
71.44
Add for Water Charges @1% (no rates reqd.) 0.01 0.71 0.00
72.15 0.00
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 10.82 0.00
Cost of 10 m 82.98 0.00
Cost of 1 m metre 8.30 0.00 8.30
D 171335 Treatment at points of contact of wood work by chemical emulsion in oil or
S kerosene based solution @ 0.5 litres per hole by drilling 6mm dia holes at
R downward angle of 45 degree at 150mm centre to centre and sealing the
0 same
7
Details of cost for 10 metres
Materials
No. of holes 10.0/0.15 = 66.67+1 = 67.67 litre 7022 284.00 1.700 0.00
holes
Say 68 holes
Chlordane 1% concentration required
= 68 x 0.5 = 34.00 litres
Chlordane 20% E.C. required
34.00/20=1.70 litres

Kerosene oil litre 0771 9.34 5.000 46.70

Labour
Carpenter 2nd class Day 0112 158.00 0.200 31.60
Beldar (for drilling holes and injecting chemical) Day 0114 152.00 0.200 30.40
Sundries and rent of a sprayer and mortar and Lumpsum 9999 1.00 17.940 17.94
making good the holes
79.94

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RItem No. Description Unit Rate Rate Quantity Labour Cost Material Labour &
e Code (Rs.) (Rs.) Cost Material
f (Rs.) Cost (Rs.)
.
Add for Water Charges @1% (no rates reqd.) 0.01 0.80 0.47
80.74 47.17
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 12.11 7.08
Cost of 10 m 92.85 54.24
Cost of 1 m metre 9.29 5.42 14.71
C 171340 Fixing holding down bolts to timber. (Labour rates only)
h
- Detail of cost of 100 nos
Y Labour
Blacksmith 2nd class Day 0103 158.00 2.000 316.00
Assistant Fitter or 2nd class Fitter Day 0117 158.00 2.000 316.00
Carpenter (average) Day 0156 158.00 2.000 316.00
Beldar Day 0114 152.00 2.000 304.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 33.500 33.50
1285.50
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 12.86
1298.36
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 194.75
Cost of 100 nos 1493.11
Cost of each Each 14.93 0.00 14.93
171350 Fixing holding down bolts in masonry. (Labour rates only)
Detail of cost of 40 nos
Labour
Mason (average) Day 0155 158.00 1.500 237.00
Beldar Day 0114 152.00 1.500 228.00
Coolie Day 0115 152.00 1.000 152.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 17.000 17.00
634.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 6.34
640.34
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 96.05
Cost of 40 nos 736.39
Cost of each Each 18.41 0.00 18.41
###
171360 Re-caning seat and back of chair with Contractor's plastic cane as per IS
5378
Detail of cost of each
Materials
Plastic cane Kg 9206 95.00 0.350 33.25

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RItem No. Description Unit Rate Rate Quantity Labour Cost Material Labour &
e Code (Rs.) (Rs.) Cost Material
f (Rs.) Cost (Rs.)
.
Labour
Carpenter (average) Day 0156 158.00 0.300 47.40
Sundries (no rates reqd.) Lumpsum 9999 1.00 1.500 1.50
48.90
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.49 0.33
49.39 33.58
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 7.41 5.04
Cost of each Each 56.80 38.62 95.42
S 171370 Supply of boat with boatman on hire in day time up to 8 hours.(minimum
R capacity of the boat to be 6 adult men)

1 Details of cost of one

Hire charges of Boat with boatmen Each/Day 9671 600.00 1.000 600.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 1.500 1.50
601.50
Add for Water Charges @1% (no rates reqd.) 0.01 6.02
607.52
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 91.13
Cost of each Each 698.64 0.00 698.64
S 171380 Supply of boat with boatman on hire in night time upto 8 hours. (minimum
R capacity of the boat to be 6 adult men)
1
9 Details of cost of one
Hire charges of Boat with boatmen Each/Day 9671 600.00 1.500 900.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 2.500 2.50
902.50
Add for Water Charges @1% (no rates reqd.) 0.01 9.03
911.53
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 136.73
Cost of each Each 1048.25 0.00 1048.25
S 171390 Double bamboo mat walling with split bamboo reepers average dia 7.5
R cm on both sides, both ways at 45 cms centres including nails and
1 erection complete
9
Details of cost per sqm
Materials
Double bamboo mat walling with split bamboo reepers Sqm 9210 85.00 1.000 85.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 4.000 4.00
Labour

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RItem No. Description Unit Rate Rate Quantity Labour Cost Material Labour &
e Code (Rs.) (Rs.) Cost Material
f (Rs.) Cost (Rs.)
.
Carpenter (average) Day 0156 158.00 0.070 11.06
Beldar Day 0114 152.00 0.140 21.28
32.34 89.00
Add for Water Charges @1% (no rates reqd.) 0.01 0.32 0.89
32.66 89.89
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 4.90 13.48
cost per sqm Sqm 37.56 103.37 140.94
N 171400 Supplying bullock cart on hire with 2 bullocks and one cartman per day of
F 8 Hours (Including all consumables etc.)
R
Details of cost of one
Hiring charge of bullock cart with two bullocks Lumpsum 9999 1.00 450.000 450.00
Cartman Day 9684 152.00 1.000 152.00
602.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 6.02
608.02
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 91.20
Cost of each Each 699.22 0.00 699.22
C 171410 Selection of suitable site for drilling bore well/tube well by electrical
R resistivity method for all diameters

2 Details of cost of each

Hiring charge of equipment Lumpsum 9999 1.00 250.000 250.00
Operator Day 0157 168.00 1.600 268.80
Transportation charge Lumpsum 9999 1.00 150.000 0.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 20.000 20.00
538.80
Add for Water Charges @1% (no rates reqd.) 0.01 5.39
544.19
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 81.63
Cost of each Each 625.82 0.00 625.82

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RItem No. Description Unit Rate Rate Quantity Labour Cost Material Labour &
e Code (Rs.) (Rs.) Cost Material
f (Rs.) Cost (Rs.)
.
C 171420 Supplying, fitting, fixing & installing including boring of 40 mm dia hand
h tube well assembly India Mark II having total depth of 50 metres with the
- following components as per IS:9301 : i) Hand pump (single acting) India
1 mark - II galvanised as per IS : 9301 - 90. ii) Brass strainer mesh type
4 made of long slotted medium B class G.I. pipes with 80-mesh brass wire
net wrapping around the perforated pipe and jacketed by 26 / 28 SWG
E brass perforated sheet. 40 mm dia (2 lengths of each 1.83 m connected
R with G.I. socket). iii) C.I. cylinder with G.M. parts India mark - II 65 mm
1 dia x 0.45 m long as per IS: 9301 - 90. iv) G.I. casing pipe 100 mm dia
medium quality ISI marked 18 m long. contd...

contd..... v) G.I. pipe 40 mm dia medium quality ISI marked 28.35 m long.
vi) 32 mm dia G.I. pipe (riser) medium quality ISI marked 17 m long. vii)
12 mm dia bright bar electro galvanised connecting rod, 3.0 m long each
as per IS : 9301 of length as required. viii) all accessories as per IS:
9301-90 such as G.I. reducing socket 100 mm x 40 mm, C.I. plug cutter
40 mm, base plate, M.S. nuts & bolts etc. The work also includes priming,
development and testing of the yield (which should be sufficient enough)
for seven days with all labour, material, tools and plants complete. ix) 40
mm dia G.I. ISI marked medium quality hanging pipe to the extent of 17
m. x) All accessories such as C.I. plug cutter 40 mm, base plate, M.S.
nuts & bolts etc. as required. The work also includes priming &
development and testing of the yield (which should be sufficient enough)
for seven days with cost of labour and material, all tools and plants
complete in all respect

Details of cost of each set

Materials
Hand pump (single acting) India Mark - II galvanised "Dinco" / "BJH" or Each 9931 9000.00 1.000 9000.00
equivalent as per IS : 9301 - 90
Brass strainer mesh type made of long slotted medium B class G.I. pipes Each 9413 1150.00 2.000 2300.00
with 80-mesh brass wire net wrapping around the perforated pipe and
jacketed by 26 / 28 SWG brass perforated sheet. 40 mm dia (2 lengths of
each 1.83 m connected with G.I. socket)
C.I. cylinder with G.M. parts India Mark - II 65 mm dia x 0.45 m long as Each 9932 625.00 1.000 625.00
per IS: 9301 - 90

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RItem No. Description Unit Rate Rate Quantity Labour Cost Material Labour &
e Code (Rs.) (Rs.) Cost Material
f (Rs.) Cost (Rs.)
.
G.I. casing pipe 100 mm dia medium quality ISI marked 18 m long per metre 9415 550.00 18.000 9900.00
G.I. pipe 40 mm dia medium quality ISI marked 28.35 m long per metre 9416 350.00 28.350 9922.50
32 mm dia G.I. pipe (riser) medium quality ISI marked 17 m long per metre 9417 170.00 17.000 2890.00
12 mm dia bright bar electro galvanised connecting rod, 3.0 m long each Each 9418 210.00 6.000 1260.00
as per IS : 9301of length as required
C.I. cutter 40 mm Each 9419 500.00 1.000 500.00
G.I. reducing socket 100 mm x 40 mm, base plate, m.S. nuts & bolts etc. Lumpsum 9999 1.00 240.000 240.00

Sundries including Transportation Lumpsum 9999 1.00 310.000 310.00

Labour
Fitter (Grade-1) Day 0116 168.00 3.000 504.00
Assistant Fitter or 2nd class Fitter Day 0117 158.00 3.000 474.00
Beldar Day 0114 152.00 30.000 4560.00
Coolie Day 0115 152.00 5.000 760.00
Chowkidar Day 0113 158.00 5.000 790.00
Sundries (Tools and plants) Lumpsum 9999 1.00 110.000 110.00
7198.00 36947.50
Add for water charges @ 1% 0.01 71.98 369.48
7269.98 37316.98
Add for contractors profit and overhead @10% 0.10 727.00 3731.70
Cost of each Each 7996.98 41048.67 49045.65
C 171430 Extra / Less for sinking including drilling, supplying, fitting, fixing &
h installing of G.I. casing pipe 100 mm dia medium ISI marked over 18 m
-
1
Details of cost per m
Materials
G.I. pipes 100 mm dia per metre 9415 550.00 1.000 550.00
Sundries Lumpsum 9999 1.00 6.500 6.50
Labour
Fitter (Grade-1) Day 0116 168.00 0.060 10.08
Assistant Fitter or 2nd class Fitter Day 0117 158.00 0.060 9.48
Beldar Day 0114 152.00 0.100 15.20
Coolie Day 0115 152.00 0.600 91.20
Chowkidar Day 0113 158.00 0.100 15.80
Sundries (Tools and plants) Lumpsum 9999 1.00 12.500 12.50
154.26 556.50
Add for Water Charges @1% (no rates reqd.) 0.01 1.54 5.57
155.80 562.07

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RItem No. Description Unit Rate Rate Quantity Labour Cost Material Labour &
e Code (Rs.) (Rs.) Cost Material
f (Rs.) Cost (Rs.)
.
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 23.37 84.31
Cost per m metre 179.17 646.37 825.55
C 171440 Extra / Less for sinking, supplying, fitting, fixing & installing of G.I. riser
h pipe 32 mm dia medium ISI marked over 17 m
-
1 Details of cost of each set
Materials
G.I. pipes 32 mm dia per metre 9417 170.00 1.000 170.00
Sundries Lumpsum 9999 1.00 6.500 6.50
Labour
Fitter (Grade-1) Day 0116 168.00 0.020 3.36
Assistant Fitter or 2nd class Fitter Day 0117 158.00 0.020 3.16
Beldar Day 0114 152.00 0.040 6.08
Coolie Day 0115 152.00 0.250 38.00
Chowkidar Day 0113 158.00 0.100 15.80
Sundries (Tools and plants) Lumpsum 9999 1.00 6.000 6.00
72.40 176.50
Add for Water Charges @1% (no rates reqd.) 0.01 0.72 1.77
73.12 178.27
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 10.97 26.74
Cost of each Each 84.09 205.00 289.10

Page 410
 Chapter-17 : Miscellaneous Building Works

RItem No. Description Unit Rate Rate Quantity Labour Cost Material Labour &
e Code (Rs.) (Rs.) Cost Material
f (Rs.) Cost (Rs.)
.
C 171450 Supplying, boring, sinking & installation of 40 mm dia hand tube well
h pump assembly having total depth of 50 metres with the following
- components as per IS:9301 : i) Double guided head stroke / 80 mm x 40
1 mm deep tubewell hand pump No. 6 of complete. ii) Brass strainer mesh
4 type “Dinco” or equivalent made of long slotted medium B class G.I. pipes
with 80-mesh brass wire net wrapping around the perforated pipe and
E jacketed by 26 / 28 SWG brass perforated sheet. 40 mm dia - 2 lengths
R each of 1.83 m connected with G.I. socket. iii) All brass cylinder 65 mm
6 dia 450 mm long with brass plunger, plunger rod socket, all brass
poppet/lower valve bucket leather complete. iv) G.I. Casing pipe ISI
marked 80 mm dia medium quality 18 m long. v) G.I. pipe ISI marked 40
mm dia medium quality 28.35 m long. vi) 80 mm x 40 mm dia G.I.
Reducing socket of approved quality. vii) 12 mm dia bright bar electro
galvanised connecting rod "Dinco" / "BJH" or equivalent, 3.0 m long each
with G.I. coupling of length as required at site of work

Details of cost of each set

Materials
Double guided head stroke/80 mm x 40 mm deep tubewell hand pump Each 9672 925.00 1.000 925.00
no. 6
Brass strainer mesh type made of long slotted medium B class G.I. pipes Each 9413 1150.00 2.000 2300.00
with 80-mesh brass wire net wrapping around the perforated pipe and
jacketed by 26 / 28 SWG brass perforated sheet. 40 mm dia (2 lengths of
each 1.83 m connected with G.I. socket)
All brass cylinder 65 mm dia 450 mm long with brass plunger, plunger Each 9673 425.00 1.000 425.00
rod socket, all brass poppet/lower valve bucket leather complete
G.I. pipes 80 mm dia metre 1552 440.00 18.000 7920.00
G.I. pipe 40 mm dia medium quality ISI marked 28.35 m long per metre 9416 350.00 49.000 17150.00
32 mm dia G.I. pipe (riser) medium quality ISI marked 17 m long per metre 9417 170.00 17.000 2890.00
80 mm x 40 mm dia G.I. Reducing socket of approved quality Each 9674 100.00 6.000 600.00
C.I. cutter 40 mm Each 9419 500.00 1.000 500.00
12 mm dia bright bar electro galvanised connecting rod, 3.0 m long each Lumpsum 9999 1.00 175.000 175.00
as per IS : 9301of length as required
Sundries Lumpsum 9999 1.00 138.000 138.00
Labour
Fitter (Grade-1) Day 0116 168.00 2.500 420.00

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RItem No. Description Unit Rate Rate Quantity Labour Cost Material Labour &
e Code (Rs.) (Rs.) Cost Material
f (Rs.) Cost (Rs.)
.
Assistant Fitter or 2nd class Fitter Day 0117 158.00 2.500 395.00
Beldar Day 0114 152.00 25.000 3800.00
Coolie Day 0115 152.00 5.000 760.00
Chowkidar Day 0113 158.00 5.000 790.00
Sundries (Tools and plants) Lumpsum 9999 1.00 110.000 110.00
6275.00 33023.00
Add for Water Charges @1% (no rates reqd.) 0.01 62.75 330.23
6337.75 33353.23
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 950.66 5002.98
Cost of each Each 7288.41 38356.21 45644.63
C 171460 Extra / Less for sinking including drilling, supplying, fitting, fixing &
h installing of G.I. casing pipe 80 mm dia medium ISI marked over 18 m
-
1
Details of cost per m
Materials
G.I. pipes 80 mm dia metre 1552 440.00 1.000 440.00
Sundries Lumpsum 9999 1.00 5.000 5.00
Labour
Fitter (Grade-1) Day 0116 168.00 0.050 8.40
Assistant Fitter or 2nd class Fitter Day 0117 158.00 0.050 7.90
Beldar Day 0114 152.00 0.080 12.16
Coolie Day 0115 152.00 0.500 76.00
Chowkidar Day 0113 158.00 0.100 15.80
Sundries (Tools and plants) Lumpsum 9999 1.00 11.000 11.00
131.26 445.00
Add for Water Charges @1% (no rates reqd.) 0.01 1.31 4.45
132.57 449.45
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 19.89 67.42
Cost per m metre 152.46 516.87 669.33
C 171470 Extra / Less for sinking including drilling, supplying, fitting, fixing &
h installing of G.I. riser pipe 40 mm dia medium ISI marked over 17 m
-
1
Details of cost per m
Materials
G.I. pipe 40 mm dia medium quality ISI marked 28.35 m long per metre 9416 350.00 1.000 350.00
Sundries including Transportation Lumpsum 9999 1.00 2.000 2.00
Labour

Page 412
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RItem No. Description Unit Rate Rate Quantity Labour Cost Material Labour &
e Code (Rs.) (Rs.) Cost Material
f (Rs.) Cost (Rs.)
.
Fitter (Grade-1) Day 0116 168.00 0.030 5.04
Assistant Fitter or 2nd class Fitter Day 0117 158.00 0.030 4.74
Beldar Day 0114 152.00 0.050 7.60
Coolie Day 0115 152.00 0.300 45.60
Chowkidar Day 0113 158.00 0.100 15.80
Sundries (Tools and plants) Lumpsum 9999 1.00 7.000 7.00
85.78 352.00
Add for Water Charges @1% (no rates reqd.) 0.01 0.86 3.52
86.64 355.52
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 13.00 53.33
Cost per m metre 99.63 408.85 508.48
C 171480 Extra for providing Stainless Steel cylinder 65 mm dia. instead of all
h brass cylinder
-
1 Details of cost of each
Materials
Stainless Steel cylinder 65 mm dia. Each 9675 650.00 1.000 650.00
All brass cylinder 65 mm dia 450 mm long with brass plunger, plunger Each 9673 425.00 -1.000 -425.00
rod socket, all brass poppet/lower valve bucket leather complete
Difference 225.00
Add for Water Charges @1% (no rates reqd.) 0.01 2.25
227.25
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 34.09
Cost of each Each 0.00 261.34 261.34
C 171490 Supplying, Sinking & installation of 40 mm hand pump No.6 ordinary
h hand pump set comprising the following of approved quality complete
- assembly having depth of 30 M as per IS:9301. Hand pump No.6 with
1 plunger, barrel, handle, head, piston rod, leather bucket, base, valve
4 weight G.I. Screws, bolts & nuts as per IS : 1363/1967, leather seat valve,
40 mm dia C.I. Cutter with steel plug, 40 mm dia G.I. Sockets & 40 mm
E dia G.I. Pipe medium quality v) Brass strainer mesh type “Dinco” or
R equivalent made of long slotted medium B class G.I. pipes with 80-mesh
7 brass wire net wrapping around the perforated pipe and jacketed by 26 /
28 SWG brass perforated sheet. 40 mm dia x 2 lengths each of 1.83 m
connected with G.I. socket

Details of cost of each set

Materials

Page 413
 Chapter-17 : Miscellaneous Building Works

RItem No. Description Unit Rate Rate Quantity Labour Cost Material Labour &
e Code (Rs.) (Rs.) Cost Material
f (Rs.) Cost (Rs.)
.
Hand pump No.6 with plunger, barrel, handle, head, piston rod, leather Each 9677 2300.00 1.000 2300.00
bucket, base, valve weight G.I. Screws, bolts & nuts as per IS :
1363/1967, leather seat valve
C.I. cutter 40 mm Each 9419 500.00 1.000 500.00
G.I. pipes 40 mm dia metre 1549 202.00 26.340 5320.68
Brass strainer mesh type “Dinco” or equivalent . 40 mm dia x 2 lengths Each 9420 600.00 2.000 1200.00
each of 1.83 m
base plate, m.S. nuts & bolts,cotton waste etc. Lumpsum 9999 1.00 90.000 90.00
Sundries Lumpsum 9999 1.00 110.000 110.00
Labour
Fitter (Grade-1) Day 0116 168.00 3.000 504.00
Assistant Fitter or 2nd class Fitter Day 0117 158.00 3.000 474.00
Beldar Day 0114 152.00 30.000 4560.00
Coolie Day 0115 152.00 6.000 912.00
Chowkidar Day 0113 158.00 6.000 948.00
Sundries (Tools and plants) Lumpsum 9999 1.00 660.000 660.00
8058.00 9520.68
Add for Water Charges @1% (no rates reqd.) 0.01 80.58 95.21
8138.58 9615.89
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 1220.79 1442.38
Cost of each Each 9359.37 11058.27 20417.64
C 171500 Extra for providing the following type of strainer instead of Brass strainer
h mesh type
-
1
###
171501 Brass jacketed strainer 40 mm dia x 1.83 m long
Details of cost of set of Two .
Materials
Brass jacketed strainer type “Dinco” 40mm dia, 1.83m long Each 9678 600.00 2.000 1200.00
Brass strainer mesh type “Dinco” or equivalent . 40 mm dia x 2 lengths Each 9420 600.00 -2.000 -1200.00
each of 1.83 m
Difference 0.00
Sundries including Transportation Lumpsum 9999 1.00 3.800 3.80
3.80
Add for Water Charges @1% (no rates reqd.) 0.01 0.04
3.84
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 0.58
Cost of one set Each 4.41 0.00 4.41

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RItem No. Description Unit Rate Rate Quantity Labour Cost Material Labour &
e Code (Rs.) (Rs.) Cost Material
f (Rs.) Cost (Rs.)
.
###
171502 Low Carbon Galvanised (LCG) jacketed strainer 40 mm dia x 1.83 m long

Details of cost of set of Two .

Materials
Low Carbon Galvanised (LCG) jacketed strainer 40 mm dia x 1.83 m long Each 9679 750.00 2.000 1500.00

Deduct cost of Brass strainer mesh type “Dinco” Each 9420 600.00 -2.000 -1200.00
Difference 300.00
Sundries including Transportation Lumpsum 9999 1.00 29.000 29.00
329.00
Add for Water Charges @1% (no rates reqd.) 0.01 3.29
332.29
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 49.84
Cost of one set Each 382.13 0.00 382.13
###
171503 Stainless steel jacketed strainer 40 mm dia x 1.83 m long
Details of cost of set of Two .
Materials
Stainless steel jacketed strainer 40 mm dia x 1.83 m long Each 9680 780.00 2.000 1560.00
Deduct cost of Brass strainer mesh type “Dinco” Each 9420 600.00 -2.000 -1200.00
Difference 360.00
Sundries Lumpsum 9999 1.00 99.000 99.00
459.00
Add for Water Charges @1% (no rates reqd.) 0.01 4.59
463.59
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 69.54
Cost of one set Each 533.13 0.00 533.13
C 171510 Supplying, fitting & fixing in position extra strainer 40 mm dia & 1.83 m
h long including drilling
-
1
###
171511 Brass jacketed strainer
Details of cost of each set
Materials
Brass jacketed strainer type “Dinco” 40mm dia, 1.83m long Each 9678 600.00 1.000 600.00
Sundries Lumpsum 9999 1.00 16.400 16.40
Labour
Fitter (Grade-1) Day 0116 168.00 0.080 13.44
Beldar Day 0114 152.00 0.080 12.16
Coolie Day 0115 152.00 0.500 76.00

Page 415
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RItem No. Description Unit Rate Rate Quantity Labour Cost Material Labour &
e Code (Rs.) (Rs.) Cost Material
f (Rs.) Cost (Rs.)
.
Chowkidar Day 0113 158.00 0.100 15.80
Sundries (Tools and plants) Lumpsum 9999 1.00 6.500 6.50
123.90 616.40
Add for Water Charges @1% (no rates reqd.) 0.01 1.24 6.16
125.14 622.56
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 18.77 93.38
Cost of each Each 143.91 715.95 859.86
###
171512 Low Carbon Galvanised (LCG) jacketed strainer
Details of cost of each set
Materials
Low Carbon Galvanised (LCG) jacketed strainer 40 mm dia x 1.83 m long Each 9679 750.00 1.000 750.00

Sundries Lumpsum 9999 1.00 29.000 29.00

Labour
Fitter (Grade-1) Day 0116 168.00 0.080 13.44
Beldar Day 0114 152.00 0.080 12.16
Coolie Day 0115 152.00 0.500 76.00
Chowkidar Day 0113 158.00 0.100 15.80
Sundries (Tools and plants) Lumpsum 9999 1.00 6.500 6.50
123.90 779.00
Add for Water Charges @1% (no rates reqd.) 0.01 1.24 7.79
125.14 786.79
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 18.77 118.02
Cost of each Each 143.91 904.81 1048.72
###
171513 Stainless steel jacketed strainer
Details of cost of each set
Materials
Stainless steel jacketed strainer 40 mm dia x 1.83 m long Each 9680 780.00 1.000 780.00
Sundries Lumpsum 9999 1.00 64.000 64.00
Labour
Fitter (Grade-1) Day 0116 168.00 0.080 13.44
Beldar Day 0114 152.00 0.080 12.16
Coolie Day 0115 152.00 0.500 76.00
Chowkidar Day 0113 158.00 0.100 15.80
Sundries (Tools and plants) Lumpsum 9999 1.00 6.500 6.50
123.90 844.00
Add for Water Charges @1% (no rates reqd.) 0.01 1.24 8.44
125.14 852.44

Page 416
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RItem No. Description Unit Rate Rate Quantity Labour Cost Material Labour &
e Code (Rs.) (Rs.) Cost Material
f (Rs.) Cost (Rs.)
.
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 18.77 127.87
Cost of each Each 143.91 980.31 1124.22
###
171514 Brass strainer mesh type
Details of cost of each set
Materials
Brass strainer mesh type “Dinco” or equivalent . 40 mm dia x 2 lengths Each 9420 600.00 0.500 300.00
each of 1.83 m
Sundries including Transportation Lumpsum 9999 1.00 15.000 15.00
Labour
Fitter (Grade-1) Day 0116 168.00 0.080 13.44
Beldar Day 0114 152.00 0.080 12.16
Coolie Day 0115 152.00 0.500 76.00
Chowkidar Day 0113 158.00 0.100 15.80
Sundries (Tools and plants) Lumpsum 9999 1.00 6.500 6.50
123.90 315.00
Add for Water Charges @1% (no rates reqd.) 0.01 1.24 3.15
125.14 318.15
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 18.77 47.72
Cost of each Each 143.91 365.87 509.78
C 171520 Drilling of bore well for specified depth in all types of soil and rock
R mechanically with all contractor’s tools, plants, material and labour up to
75 meters
2
9
###
171521 For 150 mm dia
Details of cost of 20 meters
Materials & Labour
Hiring charge of equipment Lumpsum 9999 1.00 3100.000 3100.00
Beldar Day 0114 152.00 2.000 304.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 100.000 100.00
3504.00
Add for Water Charges @1% (no rates reqd.) 0.01 35.04
3539.04
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 530.86
Cost of 20 meters 4069.90
Cost of per meter metre 203.49 0.00 203.49
###
171522 For 200 mm dia
Details of cost of 12 meters
Materials & Labour

Page 417
 Chapter-17 : Miscellaneous Building Works

RItem No. Description Unit Rate Rate Quantity Labour Cost Material Labour &
e Code (Rs.) (Rs.) Cost Material
f (Rs.) Cost (Rs.)
.
Hiring charge of equipment Lumpsum 9999 1.00 4000.000 4000.00
Beldar Day 0114 152.00 2.000 304.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 125.000 125.00
4429.00
Add for Water Charges @1% (no rates reqd.) 0.01 44.29
4473.29
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 670.99
Cost of 12 meters 5144.28
Cost of per meter metre 428.69 0.00 428.69
###
171523 For 250 mm dia
### Details of cost of 10 meters
Materials & Labour
Hiring charge of equipment Lumpsum 9999 1.00 4000.000 4000.00
Beldar Day 0114 152.00 2.000 304.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 125.000 125.00
4429.00
Add for Water Charges @1% (no rates reqd.) 0.01 44.29
4473.29
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 670.99
Cost of 10 meters 5144.28
Cost of per meter metre 514.43 0.00 514.43
171524 Extra over 75m drilling for 150mm dia
Take 20% extra over item no.171521 metre 0.20 40.70 0.00 40.70
171525 Extra over 75m drilling for 200mm dia
Take 20% extra over item no.171522 metre 0.20 85.74 0.00 85.74
171526 Extra over 75m drilling for 250mm dia
Take 20% extra over item no.171523 metre 0.20 102.89 0.00 102.89
C 171530 Providing supplying, lowering and fixing in bore G.I.B Class perforated
R casing pipe 6 mm thickness up to specified depth below ground level with
all contractor’s tools, plants, material and labour etc. complete
2
9
4
###
171531 100 mm internal pipe
Details of cost of 10 meters
Materials & Labour
G.I. B class perforated pipe 6mm thick 100mm metre 9905 650.00 10.500 6825.00
Beldar Day 0130 158.00 1.800 284.40
Sundries (no rates reqd.) Lumpsum 9999 1.00 110.000 110.00

Page 418
 Chapter-17 : Miscellaneous Building Works

RItem No. Description Unit Rate Rate Quantity Labour Cost Material Labour &
e Code (Rs.) (Rs.) Cost Material
f (Rs.) Cost (Rs.)
.
7219.40
Add for Water Charges @1% (no rates reqd.) 0.01 72.19
7291.59
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 1093.74
Cost of 10 meters 8385.33
Cost of per meter metre 838.53 0.00 838.53
###
171532 150 mm internal pipe
Details of cost of 10 meters
Materials & Labour
G.I. B class perforated pipe 6mm thick 150mm metre 9906 800.00 10.500 8400.00
Beldar Day 0114 152.00 2.700 410.40
Sundries (no rates reqd.) Lumpsum 9999 1.00 110.000 110.00
8920.40
Add for Water Charges @1% (no rates reqd.) 0.01 89.20
9009.60
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 1351.44
Cost of 10 meters 10361.04
Cost of per meter metre 1036.10 0.00 1036.10
###
171533 200 mm internal pipe
Details of cost of 10 meters
Materials & Labour
G.I. B class perforated pipe 6mm thick 200mm metre 9907 1050.00 10.500 11025.00
Beldar Day 0114 152.00 2.700 410.40
Sundries (no rates reqd.) Lumpsum 9999 1.00 110.000 110.00
11545.40
Add for Water Charges @1% (no rates reqd.) 0.01 115.45
11660.85
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 1749.13
Cost of 10 meters 13409.98
Cost of per meter metre 1341.00 0.00 1341.00
C 171540 Providing supplying, lowering and fixing in bore unperforated MS casing
R pipe 6 mm thickness up to specified depth below ground level with all
contractor’s tools, plants, material and labour etc. complete
2
9
###
171541 100 mm internal pipe
Details of cost of 10 meters
Materials & Labour
Unperforated MS pipe 100 mm dia metre 9093 500.00 10.000 5000.00

Page 419
 Chapter-17 : Miscellaneous Building Works

RItem No. Description Unit Rate Rate Quantity Labour Cost Material Labour &
e Code (Rs.) (Rs.) Cost Material
f (Rs.) Cost (Rs.)
.
Beldar Day 0114 152.00 1.800 273.60
Sundries (no rates reqd.) Lumpsum 9999 1.00 110.000 110.00
5383.60
Add for Water Charges @1% (no rates reqd.) 0.01 53.84
5437.44
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 815.62
Cost of 10 meters 6253.05
Cost of per meter metre 625.31 0.00 625.31
###
171542 150 mm internal pipe
Details of cost of 10 meters
Materials & Labour
Unperforated MS pipe 150 mm dia metre 9094 700.00 10.000 7000.00
Beldar Day 0114 152.00 1.800 273.60
Sundries (no rates reqd.) Lumpsum 9999 1.00 160.000 160.00
7433.60
Add for Water Charges @1% (no rates reqd.) 0.01 74.34
7507.94
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 1126.19
Cost of 10 meters 8634.13
Cost of per meter metre 863.41 0.00 863.41
###
171543 200 mm internal pipe
Details of cost of 10 meters
Materials & Labour
Unperforated MS pipe 200 mm dia metre 9095 930.00 10.000 9300.00
Beldar Day 0114 152.00 1.800 273.60
Sundries (no rates reqd.) Lumpsum 9999 1.00 190.000 190.00
9763.60
Add for Water Charges @1% (no rates reqd.) 0.01 97.64
9861.24
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 1479.19
Cost of 10 meters 11340.42
Cost of per meter metre 1134.04 0.00 1134.04
C 171550 Extra for using slotted or perforated MS casing pipe
R
###
171551 100 mm internal pipe
2 Details of cost of per meter
Labour
Beldar Day 0114 152.00 0.300 45.60

Page 420
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RItem No. Description Unit Rate Rate Quantity Labour Cost Material Labour &
e Code (Rs.) (Rs.) Cost Material
f (Rs.) Cost (Rs.)
.
Sundries (no rates reqd.) Lumpsum 9999 1.00 1.000 1.00
46.60
Add for Water Charges @1% (no rates reqd.) 0.01 0.47
47.07
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 7.06
Cost of per meter metre 54.13 0.00 54.13
###
171552 150 mm internal pipe
Details of cost of per meter
Labour
Beldar Day 0114 152.00 0.400 60.80
Sundries (no rates reqd.) Lumpsum 9999 1.00 1.000 1.00
61.80
Add for Water Charges @1% (no rates reqd.) 0.01 0.62
62.42
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 9.36
Cost of per meter metre 71.78 0.00 71.78
###
171553 200 mm internal pipe
Details of cost of per meter
Labour
Beldar Day 0114 152.00 0.500 76.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 1.000 1.00
77.00
Add for Water Charges @1% (no rates reqd.) 0.01 0.77
77.77
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 11.67
Cost of per meter metre 89.44 0.00 89.44
C 171560 Providing, supplying and fixing mild steel plug or screw cap of standard
R make on top of casing pipe on completed bore as directed by Engineer-
In-Charge
2
9
###
171561 100mm dia
Details of cost of each
Materials & Labour
mild steel plug or screw cap Lumpsum 9999 1.00 50.000 50.00
Beldar Day 0114 152.00 0.100 15.20
Sundries (no rates reqd.) Lumpsum 9999 1.00 2.000 2.00
67.20
Add for Water Charges @1% (no rates reqd.) 0.01 0.67

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RItem No. Description Unit Rate Rate Quantity Labour Cost Material Labour &
e Code (Rs.) (Rs.) Cost Material
f (Rs.) Cost (Rs.)
.
67.87
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 10.18
Cost of each Each 78.05 0.00 78.05
###
171562 150mm dia
Details of cost of each
Materials & Labour
mild steel plug or screw cap Lumpsum 9999 1.00 80.000 80.00
Beldar Day 0114 152.00 0.100 15.20
Sundries (no rates reqd.) Lumpsum 9999 1.00 3.000 3.00
98.20
Add for Water Charges @1% (no rates reqd.) 0.01 0.98
99.18
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 14.88
Cost of each Each 114.06 0.00 114.06
###
171563 200mm dia
Details of cost of each
Materials & Labour
mild steel plug or screw cap Lumpsum 9999 1.00 120.000 120.00
Beldar Day 0114 152.00 0.100 15.20
Sundries (no rates reqd.) Lumpsum 9999 1.00 4.000 4.00
139.20
Add for Water Charges @1% (no rates reqd.) 0.01 1.39
140.59
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 21.09
Cost of each Each 161.68 0.00 161.68
C 171570 Extracting G.I. Pipe 40/32 mm dia including strainers and depositing the
h same to the stores
-
###
1 171571 Upto 50 metre deep
Details of cost for 20 m
Labour
Fitter (Grade-1) Day 0116 168.00 0.200 33.60
Assistant Fitter or 2nd class Fitter Day 0117 158.00 0.200 31.60
Beldar Day 0114 152.00 0.200 30.40
Coolie Day 0115 152.00 2.800 425.60
Chowkidar Day 0113 158.00 0.200 31.60
Sundries (Tools and plants) Lumpsum 9999 1.00 49.000 49.00
601.80
Add for Water Charges @1% (no rates reqd.) 0.01 6.02

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RItem No. Description Unit Rate Rate Quantity Labour Cost Material Labour &
e Code (Rs.) (Rs.) Cost Material
f (Rs.) Cost (Rs.)
.
607.82
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 91.17
Cost per m metre 34.95 0.00 34.95
###
171572 More than 50 metre deep
Details of cost for 20 m
Labour
Fitter (Grade-1) Day 0116 168.00 0.300 50.40
Assistant Fitter or 2nd class Fitter Day 0117 158.00 0.300 47.40
Beldar Day 0114 152.00 0.300 45.60
Coolie Day 0115 152.00 4.400 668.80
Chowkidar Day 0113 158.00 0.300 47.40
Sundries (Tools and plants) Lumpsum 9999 1.00 76.000 76.00
935.60
Add for Water Charges @1% (no rates reqd.) 0.01 9.36
944.96
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 141.74
Cost per m metre 54.33 0.00 54.33
C 171580 Taking out hand tube well pump or hand pump including head, handle,
h plunger, G.I. hanging pipe, cylinder, connecting rod etc. and depositing
- the same in the stores
1
4
Details of cost of each set
Labour
Fitter (Grade-1) Day 0116 168.00 0.100 16.80
Beldar Day 0114 152.00 3.000 456.00
Sundries (Tools and plants) Lumpsum 9999 1.00 42.000 42.00
514.80
Add for Water Charges @1% (no rates reqd.) 0.01 5.15
519.95
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 77.99
Cost of each set Each 597.94 0.00 597.94
A 171590 Supplying & fixing sun control film of approved quality and make over
g door/window/clery storey window
t
. Details of cost of 1 sqm
Materials
Sun Control Film Sqm 9681 134.55 1.100 148.01
Sundries (no rates reqd.) Lumpsum 9999 1.00 3.500 3.50

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RItem No. Description Unit Rate Rate Quantity Labour Cost Material Labour &
e Code (Rs.) (Rs.) Cost Material
f (Rs.) Cost (Rs.)
.
Labour
Carpenter 1st class Day 0111 168.00 0.050 8.40
Beldar Day 0114 152.00 0.050 7.60
16.00 151.51
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.16 1.52
16.16 153.02
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 2.42 22.95
Cost per sqm Sqm 18.58 175.97 194.56
D 171600 Providing, driving and installing driven cast-in-situ reinforced cement
S concrete piles M 35 grade to carry safe working load not less than
R specified, including cost of shoe and pile to be embedded in the pile cap
0 as a complete job. Payment for steel reinforcement & cement will be
7 made extra. Length of pile for payment shall be measured from top of
2 shoe to the bottom of pile cap
0
.
1
D 171601 400mm dia piles
S
R Details of cost for 20 m length of pile
0 Materials
Concrete -3.14/4x0.402x20 = 2.51 cum
(A) Rate as per item No.041011 RCC work cum 2422.38 2.510 6080.17
0.00 0.000 0.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 521.080 521.08
C.I. pile shoe Kg 7181 70.00 80.000 5600.00
M.S. clamps for pile shoe Kg 7182 75.00 35.000 2625.00
Hire and running charges of hydraulic piling rig with power unit etc. per Day 0024 40000.00 0.360 14400.00
including complete accessories and shifting at site.
Hire and running charges of light crane per Day 0025 2500.00 0.060 150.00
Labour
Mistry Day 0130 158.00 0.080 12.64
Beldar Day 0114 152.00 2.000 304.00
316.64 23296.08
Add for water charges @ 1%except on A 0.01 3.17 232.96
319.81 23529.04
Add for contractors profit and overhead @15%except on A 0.15 47.97 3529.36
Cost of 20 metre pile 367.78 27058.40
33138.57
Cost for 1 metre pile metre 18.39 1656.93 1675.32

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RItem No. Description Unit Rate Rate Quantity Labour Cost Material Labour &
e Code (Rs.) (Rs.) Cost Material
f (Rs.) Cost (Rs.)
.
D 171602 450mm dia piles
S
R Details of cost for 20 m length of pile
0 Materials
Concrete -3.14/4x0.452x20 = 3.18 cum
(A) Rate as per item No.041011 RCC work cum 2422.38 3.180 7703.16
0 cum 0.00 0.000 0.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 392.000 392.00
C.I. pile shoe Kg 7181 70.00 80.000 5600.00
M.S. clamps for pile shoe Kg 7182 75.00 35.000 2625.00
Hire and running charges of hydraulic piling rig with power unit etc. per Day 0024 40000.00 0.480 19200.00
including complete accessories and shifting at site.
Hire and running charges of light crane per Day 0025 2500.00 0.060 150.00
Labour
Mistry Day 0130 158.00 0.080 12.64
Beldar Day 0114 152.00 2.000 304.00
316.64 27967.00
Add for water charges @ 1%except on A 0.01 3.17 279.67
319.81 28246.67
Add for contractors profit and overhead @15%except on A 0.15 47.97 4237.00
Cost of 20 metre pile 367.78 32483.67
7703.16
40186.83
Cost for 1 metre pile metre 18.39 2009.34 2027.73
D 171603 500mm dia piles
S
R Details of cost for 20 m length of pile
0 Materials
Concrete 3.14/4x0.502x20 = 3.925 cum
(A) Rate as per item No.041011 RCC work cum 2422.38 3.925 9507.83
Sundries (no rates reqd.) Lumpsum 9999 1.00 530.000 530.00
C.I. pile shoe Kg 7181 70.00 80.000 5600.00
M.S. clamps for pile shoe Kg 7182 75.00 35.000 2625.00
Hire and running charges of hydraulic piling rig with power unit etc. per Day 0024 40000.00 0.600 24000.00
including complete accessories and shifting at site.
Hire and running charges of light crane per Day 0025 2500.00 0.060 150.00
Labour
Mistry Day 0130 158.00 0.080 12.64
Beldar Day 0114 152.00 2.000 304.00

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RItem No. Description Unit Rate Rate Quantity Labour Cost Material Labour &
e Code (Rs.) (Rs.) Cost Material
f (Rs.) Cost (Rs.)
.
316.64 32905.00
Add for water charges @ 1%except on A 0.01 3.17 329.05
319.81 33234.05
Add for contractors profit and overhead @15%except on A 0.15 47.97 4985.11
Cost of 20 metre pile 367.78 38219.16
9507.83
47726.99
Cost for 1 metre pile metre 18.39 2386.35 2404.74
D 171604 550mm dia piles
S
R Details of cost for 20 m length of pile
0 Materials
Concrete 3.14/4x0.552x20 = 4.75 cum
(A) Rate as per item No.041011 RCC work cum 2422.38 4.750 11506.30
Sundries (no rates reqd.) Lumpsum 9999 1.00 371.880 371.88
C.I. pile shoe Kg 7181 70.00 80.000 5600.00
M.S. clamps for pile shoe Kg 7182 75.00 35.000 2625.00
Hire and running charges of hydraulic piling rig with power unit etc. per Day 0024 40000.00 0.600 24000.00
including complete accessories and shifting at site.
Hire and running charges of light crane per Day 0025 2500.00 0.060 150.00
Labour
Mistry Day 0130 158.00 0.080 12.64
Beldar Day 0114 152.00 2.000 304.00
316.64 32746.88
Add for water charges @ 1%except on A 0.01 3.17 327.47
319.81 33074.35
Add for contractors profit and overhead @15%except on A 0.15 47.97 4961.15
Cost of 20 metre pile 367.78 38035.50
11506.30
49541.80
Cost for 1 metre pile metre 18.39 2477.09 2495.48

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RItem No. Description Unit Rate Rate Quantity Labour Cost Material Labour &
e Code (Rs.) (Rs.) Cost Material
f (Rs.) Cost (Rs.)
.
D 171610 Boring, providing and installing bored cast-in-situ reinforced cement
S concrete pile of all length M 35 grade to carry a safe working load not les
R than specified incl. cost of boring with bentonite solution and temporary
0 casing of appropriate length for setting out and removal of same and pile
7 to be embedded in the pile cap etc all incl. removal of excavated earth
2 with all lifts and leads. Length of pile for payment shall be measured upto
0 bottom of pile cap. Payment for steel reinforcement & cement will be
. made separately
2

D 171611 300mm dia piles

S
R Details of cost for 20 m length of pile
0
Materials
Concrete 3.14/4x0.302x20 = 1.41 cum
(A) Rate as per item No.041011 RCC work cum 2422.38 1.410 3415.55
Bentonite Tonne 7183 3500.00 0.160 560.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 289.850 289.85
Hire and running charges of hydraulic piling rig with power unit etc. per Day 0024 40000.00 0.360 14400.00
including complete accessories and shifting at site.
Hire and running charges of light crane per Day 0025 2500.00 0.060 150.00
Hire and running charges of bentonite pump per Day 0026 5000.00 0.380 1900.00
Hire and running charges of loader Day 0018 4700.00 0.300 1410.00
Hire and running charges of tipper Day 0017 4700.00 0.300 1410.00
Labour
Mistry Day 0130 158.00 0.120 18.96
Beldar Day 0114 152.00 2.000 304.00
322.96 20119.85
Add for water charges @ 1%except on A 0.01 3.23 201.20
326.19 20321.05
Add for contractors profit and overhead @15%except on A 0.15 48.93 3048.16
Cost of 20 metre pile 375.12 23369.21
3415.55
26784.76
Cost for 1 metre pile metre 18.76 1339.24 1357.99
D 171612 400mm dia piles
S
R Details of cost for 20 m length of pile
0 Materials
Concrete 3.14/4x0.402x20 = 2.51 cum

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RItem No. Description Unit Rate Rate Quantity Labour Cost Material Labour &
e Code (Rs.) (Rs.) Cost Material
f (Rs.) Cost (Rs.)
.
(A) Rate as per item No.041011 RCC work cum 2422.38 2.510 6080.17
Bentonite Tonne 7183 3500.00 0.225 787.50
Sundries (no rates reqd.) Lumpsum 9999 1.00 79.060 79.06
Hire and running charges of hydraulic piling rig with power unit etc. per Day 0024 40000.00 0.360 14400.00
including complete accessories and shifting at site.
Hire and running charges of light crane per Day 0025 2500.00 0.060 150.00
Hire and running charges of bentonite pump per Day 0026 5000.00 0.380 1900.00
Hire and running charges of loader Day 0018 4700.00 0.300 1410.00
Hire and running charges of tipper Day 0017 4700.00 0.300 1410.00
Labour
Mistry Day 0130 158.00 0.120 18.96
Beldar Day 0114 152.00 2.000 304.00
322.96 20136.56
Add for water charges @ 1%except on A 0.01 3.23 201.37
326.19 20337.93
Add for contractors profit and overhead @15%except on A 0.15 48.93 3050.69
Cost of 20 metre pile 375.12 23388.61
Cost for 1 metre pile metre 18.76 1169.43 1188.19
D 171613 450mm dia piles
S
R Details of cost for 20 m length of pile
0 Materials
Concrete 3.14/4x0.452x20 = 3.18 cum
(A) Rate as per item No.041011 RCC work cum 2422.38 3.180 7703.16
Bentonite Tonne 7183 3500.00 0.250 875.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 230.690 230.69
Hire and running charges of hydraulic piling rig with power unit etc. per Day 0024 40000.00 0.470 18800.00
including complete accessories and shifting at site.
Hire and running charges of light crane per Day 0025 2500.00 0.630 1575.00
Hire and running charges of bentonite pump per Day 0026 5000.00 0.380 1900.00
Hire and running charges of loader Day 0018 4700.00 0.300 1410.00
Hire and running charges of tipper Day 0017 4700.00 0.300 1410.00
Labour
Mistry Day 0130 158.00 0.120 18.96
Beldar Day 0114 152.00 2.500 380.00
398.96 26200.69
Add for water charges @ 1%except on A 0.01 3.99 262.01
402.95 26462.70
Add for contractors profit and overhead @15%except on A 0.15 60.44 3969.40

Page 428
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RItem No. Description Unit Rate Rate Quantity Labour Cost Material Labour &
e Code (Rs.) (Rs.) Cost Material
f (Rs.) Cost (Rs.)
.
Cost of 20 metre pile 463.39 30432.10
Cost for 1 metre pile metre 23.17 1521.61 1544.77
D 171614 500mmdia piles
S
R Details of cost for 20 m length of pile
0 Materials
Concrete 3.14/4x0.502 = 3.925 cum
(A) Rate as per item No.041011 RCC work cum 2422.38 3.925 9507.83
Bentonite Tonne 7183 3500.00 0.280 980.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 87.950 87.95
Hire and running charges of hydraulic piling rig with power unit etc. per Day 0024 40000.00 0.600 24000.00
including complete accessories and shifting at site.
Hire and running charges of light crane per Day 0025 2500.00 0.060 150.00
Hire and running charges of bentonite pump per Day 0026 5000.00 0.380 1900.00
Hire and running charges of loader Day 0018 4700.00 0.300 1410.00
Hire and running charges of tipper Day 0017 4700.00 0.300 1410.00
Labour
Mistry Day 0130 158.00 0.120 18.96
Beldar Day 0114 152.00 2.500 380.00
398.96 29937.95
Add for water charges @ 1%except on A 0.01 3.99 299.38
402.95 30237.33
Add for contractors profit and overhead @15%except on A 0.15 60.44 4535.60
Cost of 20 metre pile 463.39 34772.93
Cost for 1 metre pile metre 23.17 1738.65 1761.82
D 171615 600mm dia piles.
S
R Details of cost for 20 m length of pile
0 Materials
Concrete 3.14/4x0.602x20= 5.65 cum
(A) Rate as per item No.041011 RCC work cum 2422.38 5.650 13686.44
Bentonite Tonne 7183 3500.00 0.330 1155.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 317.430 317.43
Hire and running charges of hydraulic piling rig with power unit etc. per Day 0024 40000.00 0.750 30000.00
including complete accessories and shifting at site.
Hire and running charges of light crane per Day 0025 2500.00 0.060 150.00
Hire and running charges of bentonite pump per Day 0026 5000.00 0.380 1900.00
Hire and running charges of loader Day 0018 4700.00 0.300 1410.00
Hire and running charges of tipper Day 0017 4700.00 0.300 1410.00

Page 429
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RItem No. Description Unit Rate Rate Quantity Labour Cost Material Labour &
e Code (Rs.) (Rs.) Cost Material
f (Rs.) Cost (Rs.)
.
Labour
Mistry Day 0130 158.00 0.120 18.96
Beldar Day 0114 152.00 3.000 456.00
474.96 36342.43
Add for water charges @ 1%except on A 0.01 4.75 363.42
479.71 36705.85
Add for contractors profit and overhead @15%except on A 0.15 71.96 5505.88
Cost of 20 metre pile 551.67 42211.73
Cost for 1 metre pile metre 27.58 2110.59 2138.17
D 171620 Boring, providing and installing cast-in-situ single under reamed piles with
S bulb dia of 2.5 times the pile dia of any length in M 35 grade to carry a
R safe working load not less than specified including cost of boring with
0 bentonite solution and pile to be embedded in pile cap etc all complete.
7 Length of pile for payment shall be measured upto the bottom of pile cap.
2 Payment for steel reinforcement & cement will be made separately
0
.
3

D 171621 300mm dia piles

S
R Details of cost for 10 m
0 Materials
R.C.C
Stem -3.14/4x(0.30)2x9.625 = 0.680 cum
Bulb -3.14/4x(0.75)2x0.075 = 0.033 cum
2x 3.14/4x(0.525)2x0.150 = 0.065 cum =0.778 cum
(A) Rate as per item No.041011 RCC work cum 2422.38 0.778 1884.61
Bentonite Tonne 7183 3500.00 0.080 280.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 410.920 410.92
Hire and running charges of hydraulic piling rig with power unit etc. per Day 0024 40000.00 0.360 14400.00
including complete accessories and shifting at site.
Hire and running charges of light crane per Day 0025 2500.00 0.030 75.00
Hire and running charges of bentonite pump per Day 0026 5000.00 0.020 100.00
Labour
Mistry Day 0130 158.00 0.080 12.64
Beldar Day 0114 152.00 2.000 304.00
316.64 15265.92
Add for water charges @ 1%except on A 0.01 3.17 152.66

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RItem No. Description Unit Rate Rate Quantity Labour Cost Material Labour &
e Code (Rs.) (Rs.) Cost Material
f (Rs.) Cost (Rs.)
.
319.81 15418.58
Add for contractors profit and overhead @15%except on A 0.15 47.97 2312.79
Cost of 10 metre pile 367.78 17731.37
Cost for 1 metre pile metre 36.78 1773.14 1809.91
D 171622 400mm dia piles
S
R Details of cost for 10 m
0 Materials
R.C.C
Stem -3.14/4x(0.40)2x9.30 = 1.169 cum
Bulb -3.14/4x(1.00)2x0.1 = 0.079 cum
2x 3.14/4x(0.7)2x0.30 = 0.23 cum
= 1.478 cum
(A) Rate as per item No.041011 RCC work cum 2422.38 1.478 3580.27
Bentonite Tonne 7183 3500.00 0.150 525.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 276.820 276.82
Hire and running charges of hydraulic piling rig with power unit etc. per Day 0024 40000.00 0.360 14400.00
including complete accessories and shifting at site.
Hire and running charges of light crane per Day 0025 2500.00 0.060 150.00
Hire and running charges of bentonite pump per Day 0026 5000.00 0.020 100.00
Labour
Mistry Day 0130 158.00 0.080 12.64
Beldar Day 0114 152.00 2.000 304.00
316.64 15451.82
Add for water charges @ 1%except on A 0.01 3.17 154.52
319.81 15606.34
Add for contractors profit and overhead @15%except on A 0.15 47.97 2340.95
Cost of 10 metre pile 367.78 17947.29
Cost for 1 metre pile metre 36.78 1794.73 1831.51
D 171623 450mm dia piles
S
R Details of cost for 10 m
0 Materials
R.C.C
Stem -3.14/4x(0.45)2x9.212 = 1.465 cum
Bulb -3.14/4x(1.125)2x0.113 = 0.112 cum
2x 3.14/4x(0.788)2x0.337 =0.329 cum
= 1.906 cum
(A) Rate as per item No.041011 RCC work cum 2422.38 1.906 4617.05

Page 431
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RItem No. Description Unit Rate Rate Quantity Labour Cost Material Labour &
e Code (Rs.) (Rs.) Cost Material
f (Rs.) Cost (Rs.)
.
Bentonite Tonne 7183 3500.00 0.190 665.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 194.810 194.81
Hire and running charges of hydraulic piling rig with power unit etc. per Day 0024 40000.00 0.360 14400.00
including complete accessories and shifting at site.
Hire and running charges of light crane per Day 0025 2500.00 0.060 150.00
Hire and running charges of bentonite pump per Day 0026 5000.00 0.020 100.00
Labour
Mistry Day 0130 158.00 0.080 12.64
Beldar Day 0114 152.00 2.000 304.00
316.64 15509.81
Add for water charges @ 1%except on A 0.01 3.17 155.10
319.81 15664.91
Add for contractors profit and overhead @15%except on A 0.15 47.97 2349.74
Cost of 10 metre pile 367.78 18014.64
Cost for 1 metre pile metre 36.78 1801.46 1838.24
D 171624 550mm dia piles
S
R Details of cost for 10 m
0 Materials
R.C.C
Stem -3.14/4x(0.50)2x9.125 = 1.792 cum
Bulb -3.14/4x(1.25)2x0.125 = 0.153 cum
2x 3.14/4x(0.875)2x0.375 = 0.451 cum
= 2.396 cum
(A) Rate as per item No.041011 RCC work cum 2422.38 2.400 5813.71
Bentonite Tonne 7183 3500.00 0.200 700.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 208.150 208.15
Hire and running charges of hydraulic piling rig with power unit etc. per Day 0024 40000.00 0.360 14400.00
including complete accessories and shifting at site.
Hire and running charges of light crane per Day 0025 2500.00 0.060 150.00
Hire and running charges of bentonite pump per Day 0026 5000.00 0.020 100.00
Labour
Mistry Day 0130 158.00 0.080 12.64
Beldar Day 0114 152.00 2.000 304.00
316.64 15558.15
Add for water charges @ 1%except on A 0.01 3.17 155.58
319.81 15713.73
Add for contractors profit and overhead @15%except on A 0.15 47.97 2357.06
Cost of 10 metre pile 367.78 18070.79

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RItem No. Description Unit Rate Rate Quantity Labour Cost Material Labour &
e Code (Rs.) (Rs.) Cost Material
f (Rs.) Cost (Rs.)
.
Cost for 1 metre pile metre 36.78 1807.08 1843.86
D 171630 Extra over item above for providing additional bulb in double under
S reamed piles (only the quantity of extra bulbs to be paid)
R
0
7
D 171631 300mm dia piles
S
R Details of cost for 1 bulb.
0 Materials
Bulb - 0.033 cum
(A) Rate as per item No.041011 RCC work cum 2422.38 0.033 79.94
Bentonite Tonne 7183 3500.00 0.003 10.50
Hire and running charges of hydraulic piling rig with power unit etc. per Day 0024 40000.00 0.020 800.00
including complete accessories and shifting at site.
Hire and running charges of light crane per Day 0025 2500.00 0.010 25.00
Hire and running charges of bentonite pump per Day 0026 5000.00 0.010 50.00
Labour
Mistry Day 0130 158.00 0.020 3.16
Beldar Day 0114 152.00 1.000 152.00
155.16 885.50
Add for water charges @ 1%except on A 0.01 1.55 8.86
156.71 894.36
Add for contractors profit and overhead @15%except on A 0.15 23.51 134.15
180.22 1028.51
Cost for 1 bulb Each 180.22 1028.51 1208.73
D 171632 400mm dia piles
S
R Details of cost for 1 bulb.
0 Materials
Bulb - 0.063 cum
(A) Rate as per item No.041011 RCC work cum 2422.38 0.063 152.61
Bentonite Tonne 7183 3500.00 0.006 21.00
Hire and running charges of hydraulic piling rig with power unit etc. per Day 0024 40000.00 0.020 800.00
including complete accessories and shifting at site.
Hire and running charges of light crane per Day 0025 2500.00 0.010 25.00
Hire and running charges of bentonite pump per Day 0026 5000.00 0.010 50.00
Labour
Mistry Day 0130 158.00 0.020 3.16
Beldar Day 0114 152.00 1.000 152.00

Page 433
 Chapter-17 : Miscellaneous Building Works

RItem No. Description Unit Rate Rate Quantity Labour Cost Material Labour &
e Code (Rs.) (Rs.) Cost Material
f (Rs.) Cost (Rs.)
.
155.16 896.00
Add for water charges @ 1%except on A 0.01 1.55 8.96
156.71 904.96
Add for contractors profit and overhead @15%except on A 0.15 23.51 135.74
180.22 1040.70
Cost for 1 bulb Each 180.22 1040.70 1220.92
D 171633 450mm dia piles
S
R Details of cost for 1 bulb.
0 Materials
Bulb - 0.081 cum
(A) Rate as per item No.041011 RCC work cum 2422.38 0.081 196.21
Bentonite Tonne 7183 3500.00 0.008 28.00
Hire and running charges of hydraulic piling rig with power unit etc. per Day 0024 40000.00 0.020 800.00
including complete accessories and shifting at site.
Hire and running charges of light crane per Day 0025 2500.00 0.010 25.00
Hire and running charges of bentonite pump per Day 0026 5000.00 0.010 50.00
Labour
Mistry Day 0130 158.00 0.020 3.16
Beldar Day 0114 152.00 1.000 152.00
155.16 903.00
Add for water charges @ 1%except on A 0.01 1.55 9.03
156.71 912.03
Add for contractors profit and overhead @15%except on A 0.15 23.51 136.80
180.22 1048.83
Cost for 1 bulb Each 180.22 1048.83 1229.05
D 171634 550 mm dia piles
S
R Details of cost for 1 bulb.
0 Materials
Bulb - 0.102 cum
(A) Rate as per item No.041011 RCC work cum 2422.38 0.102 247.08
Bentonite Tonne 7183 3500.00 0.010 35.00
Hire and running charges of hydraulic piling rig with power unit etc. per Day 0024 40000.00 0.020 800.00
including complete accessories and shifting at site.
Hire and running charges of light crane per Day 0025 2500.00 0.010 25.00
Hire and running charges of bentonite pump per Day 0026 5000.00 0.020 100.00
Labour
Mistry Day 0130 158.00 0.020 3.16

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RItem No. Description Unit Rate Rate Quantity Labour Cost Material Labour &
e Code (Rs.) (Rs.) Cost Material
f (Rs.) Cost (Rs.)
.
Beldar Day 0114 152.00 1.000 152.00
155.16 960.00
Add for water charges @ 1%except on A 0.01 1.55 9.60
156.71 969.60
Add for contractors profit and overhead @15%except on A 0.15 23.51 145.44
180.22 1115.04
Cost for 1 bulb Each 180.22 1115.04 1295.26
D 171640 Providing, driving and installing Pre-cast reinforced cement concrete piles
S of any length in M 35 grade to carry safe working load not less than
R specified with central through preformed hole with M.S. black pipe of dia
0 40mm for grouting with cement sand grouting of mix 1:2 (1cement:
7 2coarse sand) under sufficient positive pressure to ensure complete filling
2 including centring, shuttering, driving and removing the steel casing pipe
0 and lifting casing etc. complete Length of pile for payment shall be
. measured from to of the shoe to the bottom of pile cap. Payment for steel
5 reinforcement & cement will be made separately. (piles to be casted at
. site)

D 171641 400mm dia.

S
R Details of cost for 20 m length of pile
0 Materials
Concrete -3.14/4x(0.40)2x20 = 2.51 cum
(A) Rate as per item No.041011 RCC work cum 2422.38 2.510 6080.17
Add Rate as per item no 044010 : RCC work cum 0.00 2.510 0.00
Cement concrete 1:2:4 (Rate as per ANNEXURE 1( MISCELLANEOUS cum 1556.58 -2.510 -3907.02
BUILDING WORKS)
Cement mortar 1:2 for grout(Rate as per item 09 AOR Mortar) cum 972.99 0.025 24.32
Sundries (no rates reqd.) Lumpsum 9999 1.00 442.000 442.00
C.I. pile shoe Kg 7181 70.00 80.000 5600.00
M.S. clamps for pile shoe Kg 7182 75.00 75.000 5625.00
Hire and running charges of vibrating pile driving hammer complete with per Day 0027 36800.00 0.380 13984.00
power unit and accessories
Hire and running charges of crane 20 tonne capacity per Day 0028 8500.00 0.060 510.00
Labour
Mistry Day 0130 158.00 0.120 18.96
Beldar Day 0114 152.00 3.000 456.00
474.96 26161.00
Add for water charges @ 1%except on A 0.01 4.75 261.61
479.71 26422.61

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RItem No. Description Unit Rate Rate Quantity Labour Cost Material Labour &
e Code (Rs.) (Rs.) Cost Material
f (Rs.) Cost (Rs.)
.
Add for contractors profit and overhead @15%except on A 0.15 71.96 3963.39
Cost of 20 metre pile 551.67 30386.00
Cost for 1 metre pile metre 27.58 1519.30 1546.88
D 171642 450mm dia.
S
R Details of cost for 20 m length of pile
0 Materials
Concrete -3.14/4x(0.45)2x20 = 3.18 cum
(A) Rate as per item No.041011 RCC work cum 2422.38 3.180 7703.16
Add Rate as per item no 044010 : RCC work cum 0.00 3.180 0.00
Cement concrete 1:2:4 (Rate as per ANNEXURE 1( MISCELLANEOUS cum 1556.58 -3.180 -4949.92
BUILDING WORKS)
Cement mortar 1:2 for grout(Rate as per item 09 AOR Mortar) cum 972.99 0.025 24.32
Sundries (no rates reqd.) Lumpsum 9999 1.00 442.000 442.00
C.I. pile shoe Kg 7181 70.00 80.000 5600.00
M.S. clamps for pile shoe Kg 7182 75.00 35.000 2625.00
Hire and running charges of vibrating pile driving hammer complete with per Day 0027 36800.00 0.380 13984.00
power unit and accessories
Hire and running charges of crane 20 tonne capacity per Day 0028 8500.00 0.060 510.00
Labour
Mistry Day 0130 158.00 0.120 18.96
Beldar Day 0114 152.00 3.000 456.00
474.96 23161.00
Add for water charges @ 1%except on A 0.01 4.75 231.61
479.71 23392.61
Add for contractors profit and overhead @15%except on A 0.15 71.96 3508.89
Cost of 20 metre pile 551.67 26901.50
Cost for 1 metre pile metre 27.58 1345.08 1372.66
D 171643 500mm dia.
S
Details of cost for 20 m length of pile
R
0 Materials
Concrete -3.14/4x(0.50)2x20 = 3.925 cum
(A) Rate as per item No.041011 RCC work cum 2422.38 3.925 9507.83
Add Rate as per item no 044010 : RCC work cum 0.00 3.925 0.00
Cement concrete 1:2:4 (Rate as per ANNEXURE 1 - MISCELLANEOUS cum 1556.58 -3.925 -6109.58
BUILDING WORKS)
Cement mortar 1:2 for grout(Rate as per item 09 AOR Mortar) cum 972.99 0.025 24.32
Sundries (no rates reqd.) Lumpsum 9999 1.00 442.000 442.00

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RItem No. Description Unit Rate Rate Quantity Labour Cost Material Labour &
e Code (Rs.) (Rs.) Cost Material
f (Rs.) Cost (Rs.)
.
C.I. pile shoe Kg 7181 70.00 80.000 5600.00
M.S. clamps for pile shoe Kg 7182 75.00 35.000 2625.00
Hire and running charges of vibrating pile driving hammer complete with per Day 0027 36800.00 0.380 13984.00
power unit and accessories
Hire and running charges of crane 20 tonne capacity per Day 0028 8500.00 0.060 510.00
Labour
Mistry Day 0130 158.00 0.120 18.96
Beldar Day 0114 152.00 3.000 456.00
474.96 23161.00
Add for water charges @ 1%except on A 0.01 4.75 231.61
479.71 23392.61
Add for contractors profit and overhead @15%except on A 0.15 71.96 3508.89
Cost of 20 metre pile 551.67 26901.50
Cost for 1 metre pile metre 27.58 1345.08 1372.66
D 171644 550mm dia.
S
R Details of cost for 20 m length of pile
0 Materials
Concrete -3.14/4x(0.55)2x20 = 4.75 cum
(A) Rate as per item No.041011 RCC work cum 2422.38 4.750 11506.30
Add Rate as per item no 044010 : RCC work cum 0.00 4.750 0.00
Cement concrete 1:2:4 (Rate as per ANNEXURE 1 - MISCELLANEOUS cum 1556.58 -4.750 -7393.75
BUILDING WORKS)
Cement mortar 1:2 for grout(Rate as per item 09 AOR Mortar) cum 972.99 0.025 24.32
Sundries (no rates reqd.) Lumpsum 9999 1.00 442.000 442.00
C.I. pile shoe Kg 7181 70.00 80.000 5600.00
M.S. clamps for pile shoe Kg 7182 75.00 35.000 2625.00
Hire and running charges of vibrating pile driving hammer complete with per Day 0027 36800.00 0.380 13984.00
power unit and accessories
Hire and running charges of crane 20 tonne capacity per Day 0028 8500.00 0.060 510.00
Labour
Mistry Day 0130 158.00 0.120 18.96
Beldar Day 0114 152.00 3.000 456.00
474.96 23161.00
Add for water charges @ 1%except on A 0.01 4.75 231.61
479.71 23392.61
Add for contractors profit and overhead @15%except on A 0.15 71.96 3508.89
Cost of 20 metre pile 551.67 26901.50
Cost for 1 metre pile metre 27.58 1345.08 1372.66

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RItem No. Description Unit Rate Rate Quantity Labour Cost Material Labour &
e Code (Rs.) (Rs.) Cost Material
f (Rs.) Cost (Rs.)
.
D 171650 Vertical load testing of piles in accordance with IS: 2911 (Part IV)
S including installation of loading platform and preparation of pile head or
R construction of test cap and dismantling of test cap after test etc.
0 complete as per specification and the direction of Engineer-in-Charge
7
2
0
D 171651 Single pile upto 50 tonne capacity- initial test
S
R Details of cost for 1 test
0 Cost per test per test 7246 55150.00 1.000 55150.00
Add for Water Charges @1% (no rates reqd.) 0.01 551.50
55701.50
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 8355.23
Cost per test Each Test 0.00 64056.73 64056.73

D 171652 Single pile upto 50 tonne capacity - routine test

S
R Details of cost for 1 test
0 Cost per test per test 7249 45000.00 1.000 45000.00
Add for Water Charges @1% (no rates reqd.) 0.01 450.00
45450.00
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 6817.50
Cost per test Each Test 0.00 52267.50 52267.50

D 171653 Single pile above 50 tonne and upto 100 tonne capacity - intial test
S
R
0 Details of cost for 1 test
Cost per test per test 7247 110300.00 1.000 110300.00
Add for Water Charges @1% (no rates reqd.) 0.01 1103.00
111403.00
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 16710.45
Cost per test Each Test 0.00 128113.45 128113.45

D 171654 Single pile above 50 tonne and upto 100 tonne capacity - routine test
S
R
0 Details of cost for 1 test
Cost per test per test 7250 90000.00 1.000 90000.00

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RItem No. Description Unit Rate Rate Quantity Labour Cost Material Labour &
e Code (Rs.) (Rs.) Cost Material
f (Rs.) Cost (Rs.)
.
Add for Water Charges @1% (no rates reqd.) 0.01 900.00
90900.00
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 13635.00
Cost per test Each Test 0.00 104535.00 104535.00

D 171660 Group of two or more piles (each pile capacityupto 50 tonne)

S
R 171661
D Intial test
0
S
R Details of cost for 1 test
0 Cost per test per test 7248 75000.00 1.000 75000.00
Add for Water Charges @1% (no rates reqd.) 0.01 750.00
75750.00
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 11362.50
Cost per test Each Test 0.00 87112.50 87112.50

D 171662 Routine test

S
Details of cost for 1 test
R
0 Cost per test per test 7251 65000.00 1.000 65000.00
Add for Water Charges @1% (no rates reqd.) 0.01 650.00
65650.00
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 9847.50
Cost per test Each Test 0.00 75497.50 75497.50

D 171670 Cyclic vertical load testing of pile in accordance with IS Code of practice
S IS: 2911 (Part IV) including preparation of pile head etc. for.
R
0
D 171671 Single pile upto 50 tonne capacity
S
R Details of cost for 1 test
0 Cost per test per test 7249 45000.00 1.000 45000.00
Add for Water Charges @1% (no rates reqd.) 0.01 450.00
45450.00
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 6817.50
Cost per test Each Test 0.00 52267.50 52267.50

D 171672 Single pile above 50 tonne and upto 100 tonne capacity
S
R
0
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RItem No. Description Unit Rate Rate Quantity Labour Cost Material Labour &
e Code (Rs.) (Rs.) Cost Material
f (Rs.) Cost (Rs.)
.
Details of cost for 1 test
Cost per test per test 7250 90000.00 1.000 90000.00
Add for Water Charges @1% (no rates reqd.) 0.01 900.00
90900.00
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 13635.00
Cost per test Each Test 0.00 104535.00 104535.00

D 171673 Group of two or more piles (each pile capacityupto 50 tonne)

S
R
0 Details of cost for 1 test
Cost per test per test 7251 65000.00 1.000 65000.00
Add for Water Charges @1% (no rates reqd.) 0.01 650.00
65650.00
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 9847.50
Cost per test Each Test 0.00 75497.50 75497.50

D 171680 Lateral load testing of single pile in accordance with I.S. Code of practice
S IS: 2911 (Part IV) for determining safe allowable lateral load on pile
R
0
7
D 171681 Vertical load capacity upto 50 MT
S
R Details of cost for 1 test
0 Cost per test per test 7252 25000.00 1.000 25000.00
Add for Water Charges @1% (no rates reqd.) 0.01 250.00
25250.00
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 3787.50
Cost per test Each Test 0.00 29037.50 29037.50

D 171682 Vertical load capacity above 50 tonne and upto 100 tonne
S
R Details of cost for 1 test
0 Cost per test per test 7253 35000.00 1.000 35000.00
Add for Water Charges @1% (no rates reqd.) 0.01 350.00
35350.00
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 5302.50
Cost per test Each Test 0.00 40652.50 40652.50

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RItem No. Description Unit Rate Rate Quantity Labour Cost Material Labour &
e Code (Rs.) (Rs.) Cost Material
f (Rs.) Cost (Rs.)
.
171690 Providing & applying Pre-Construction Anti-Termite treatment to proposed
structure, with application of Imidacloprid 30.5% SC @ o.075%
concentration mixed with water in ratio of 1:475, as per detailed
specifications given in Indian Railways Standard Specifications, so as to
create a chemical barrier below and around the structure by an approved
agency. (Plinth Area/Basement floor area shall be considered for
Payment)

Considering Plinth Area of 100 Sqm

Material
i)Chemical Imidacloprid 30.5c @ 0.075% concentration Qty reqd as
below. For treatment to top surface of plinth chemical and water mixed in
ratio 1:475 will be reqd @ 5 litre per Sqm =500 litre
ii) Treatment to soil at wall and floor junctions @ 1.0 litre/Rm considoring
1.0 litre@ mixture/Rm =80 litre
iii) Treatment to soil along external perimetre throw @ 2.25 litre/Rm = 90
litre.
iV) Extra 5% above treatment to pipes conduct etc =33.50 litre. Hance
chemical reqd will be 703.50 litres
Chemical Imidacloprid 30.5c @ 0.075% concentration litre 8823 3000.00 1.480 4440.00
Labour
Mistry Day 0130 158.00 2.000 316.00
Beldar Day 0114 152.00 4.000 608.00
Bhisti Day 0101 158.00 2.000 316.00
Mate Day 0128 158.00 2.000 316.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 100.000 100.00
1656.00 4440.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 16.56 44.40
1672.56 4484.40
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 250.88 672.66
Total cost for 100 Sqm 1923.44 5157.06
Cost per Sqm Sqm 19.23 51.57 70.81

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RItem No. Description Unit Rate Rate Quantity Labour Cost Material Labour &
e Code (Rs.) (Rs.) Cost Material
f (Rs.) Cost (Rs.)
.
171700 Post-construction anti-termite treatment to structures with application by
trenching, drilling holes, injecting of Imidacloprid 30.5% SC @ 0.075%
concentration mixed with water in ratio 1:475 alongwith spraying of
woodwork with termiseal (oil based approved termiticide), as detailed in
Indian Railways Standard Specifications, so as to create a chemical
barrier below and around the structure by an approved professional
agency. (Built-up area shall be considered for payment)

Considering built up area 63 sqm

External perimetre 24Rm
Holes to be drilled from inside 278 holes
Holes to be drilled at stair case block 25 holes
Total 303 holes
Chemical mixed with water@ 1:475 ratio shall be used @ 0.4 lit per hole
303x0.04 121.20 lit
For external perimetre mixture required will be 24x2.25=54 lits
Total 175.20 lits
Chemcal reqd. = 175.20/475=037 lits
Material
Chemical Imidacloprid 30.5c @ 0.075% concentration litre 8823 3000.00 0.370 1110.00
Termiseal litre 8824 250.00 2.000 500.00
Sundries such as pump drill Lumpsum 9999 1.00 100.000 100.00
Labour
Mate Day 0128 158.00 2.000 316.00
Mistry Day 0130 158.00 2.000 316.00
Beldar Day 0114 152.00 4.000 608.00
Bhisti Day 0101 158.00 2.000 316.00
1556.00 1710.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 15.56 17.10
1571.56 1727.10
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 235.73 259.07
cost for 63 sqm 1807.29 1986.17
Cost per Sqm Sqm 28.69 31.53 60.21

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RItem No. Description Unit Rate Rate Quantity Labour Cost Material Labour &
e Code (Rs.) (Rs.) Cost Material
f (Rs.) Cost (Rs.)
.
171710 Providing Rodent Management Service to colonies/stations/
offices/yards/rest house etc. by application of Bromadiolone Bait and
closing of burrows alongwith monitoring fortnightly for one year, as per
specifications given in Indian Railways Standard Specifications complete
job including placing of rodent bait station boxes, traps etc. and removal
of dead/trapped rodents. (The payment shall be released in twelve equal
installments)

Considering an area of 1000 Sqm

Material Unit R/code Rate Qty
Bromadiolone Kg 8825 200.00 12.000 2400.00
Rodent Trap etc. Each 8826 70.00 24.000 1680.00
Labour
Mate Day 0128 158.00 6.000 948.00
Beldar Day 0114 152.00 6.000 912.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 5.000 5.00
1865.00 4080.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 18.65 40.80
1883.65 4120.80
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 282.55 618.12
2166.20 4738.92
Cost per Sqm per year Sqm 2.17 4.74 6.91
171720 Providing general pest control service in colonies, offices, rest houses etc.
to eliminate cockroaches, red and black ants, silver fish by applying
cockroach gel (pyrethrum extract) and Deltamethrin Chemical repeated
quarterly for one year as per specifications mentioned in Indian Railways
Standard Specifications. (Payment to be released in four quarterly
installments)

Considering an area of 50 Sqm

Material Unit R/code Rate Qty
Pest seal litre 8827 170.00 4.000 680.00
Deltamethrine litre 8828 500.00 1.600 800.00
Labour
Mate Day 0128 158.00 1.000 158.00
Beldar Day 0114 152.00 2.000 304.00
462.00 1480.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 4.62 14.80
466.62 1494.80

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RItem No. Description Unit Rate Rate Quantity Labour Cost Material Labour &
e Code (Rs.) (Rs.) Cost Material
f (Rs.) Cost (Rs.)
.
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 69.99 224.22
536.61 1719.02
Cost per Sqm per year Sqm 10.73 34.38 45.11
172010 Supplying and applying leak proof polygrout to stop oozing water, with the
help of NBMs threaded nozzles complete job including fixing of nozzles,
injecting polygrout and sealing of nozzles with the help of sealing
compound
Material Cost
Polygrout to stop oozing water Kg 8851 980.00 1.5 1470.00
Quick setting sealer Kg 8822 50.00 0.25 12.50
NBMS Threaded Nozzels 2.5 cm 8820 5.00 0.750 3.75
Labour Cost
Skilled Beldar (for floor rubbing etc.) Day 0139 158.00 0.40 63.20
Beldar Day 0114 152.00 0.40 60.80
124.00 1486.25
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 1.24 14.86
125.24 1501.11
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 18.79 225.17
Total cost per point Each 144.03 1726.28 1870.31
172020 Supplying, erecting and fixing precast concrete reinforced bench with
back rest. Bench shall consist of 2 nos. L shaped base support in natural
cement colour of thickness 100 mm, back height 1000 mm, front height
450 mm, base width 620 mm and 5 nos. reinforced concrete planks in red
colour and size of 1500 x 100 x 50mm and 1 no. reinforced concrete
plank of 150 x 200 x 50mm; manufactured by using M-30 grade concrete
& reinforced suitably; all parts to be joined with galvanised nuts and bolts
of suitable size. All bolts to be sealed after assembly. Complete job to be
done as per directions of Engineer Incharge

Considering Installation of one bench :

Material Cost
Precast RCC Bench with fixtures complete as per Specs. Each 8855 7000.00 1.000 7000.00
Labour Cost
Fitter (Grade-1) Day 0116 168.00 0.100 16.80
Beldar Day 0114 152.00 0.500 76.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 50.000 50.00
142.80 7000.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 1.43 70.00
144.23 7070.00

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RItem No. Description Unit Rate Rate Quantity Labour Cost Material Labour &
e Code (Rs.) (Rs.) Cost Material
f (Rs.) Cost (Rs.)
.
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 21.63 1060.50
Cost of one Bench Each 165.86 8130.50 8296.36
172030 Providing and fixing glazed or unglazed full body homogenous anti-algal,
all weather resistant ceramic landscaping/facia vitrified tiles (Cladding),
conforming to tests as per IS:4457-2007, having water absorption < 0.5%,
having sizes as 300mm x 300mm x 8mm, 200mm x 400mm x 9mm,
400mm x 400mm x 9mm and 300mm x 600mm x 10mm & 240mm x
60mm x 7.3mm in approved shade, colour & quality. Tiles to be laid on 20
mm average thick cement mortar bed of 1:4 (1 cement : 4 coarse sand)
and joints filled with polymer based cementitious grout with all labour,
material complete job

Detail of cost for 10 sqm (considering 10% wastage = 11 sqm)

Material
Glazed/unglazed full body homogenous anti-algal, all weather Sqm 8885 925.00 11.000 10175.00
resistant ceramic landscaping/facia (cladding) vitrified tiles of sizes
as 300x300x8mm, 200x400x9mm, 400x400x9mm,
300x600x10mm and 240x60x7.3mm

Cement martor 1:4 Rate as per AOR chapter of cement martor item no. cum 1074.99 0.224 240.80
11
Labour Cost :
Mason (brick layer) 2nd class Day 0124 158.00 1.600 252.80
Coolie Day 0115 152.00 2.000 304.00
Skilled Beldar (for floor rubbing etc.) Day 0139 158.00 1.000 158.00
Bhisti Day 0101 158.00 1.000 158.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 50.000 50.00
922.80 10415.80
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 9.23 104.16
932.03 10519.96
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 139.80 1577.99

Total cost for 10 sqm 1071.83 12097.95

Cost per sqm Sqm 107.18 1209.79 1316.98

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RItem No. Description Unit Rate Rate Quantity Labour Cost Material Labour &
e Code (Rs.) (Rs.) Cost Material
f (Rs.) Cost (Rs.)
.
172040 Fabricating, supplying and installing stainless steel 3/4 seater
benches with or without back rest of size and shape as per design
and drawing approved by Engineer Incharge. Bench shall be
manufactured from stainless steel 304 Grade with perforation
made with turret punching machine and rolled on roller machine.
Steel to be either laser cut or water jet cut (no shearing). Polishing
to be done with automatic polishing machines to give mirror
polish. All parts to be connected with suitable CNC made
connectors and counter sunk screws etc. Welding to be done with
suitable SS 304 Grade welding rods and treated with K-2 solution.
Joints shall be finished ensuring that no welding marks are visible.
#REF!
Considering Installation of one bench (weight 30 kg + 5% wastage = 31.5
kg) :
Material Cost
Machine polished Stainless Steel Stair bars / Strips of SS 304 Grade quintal 9630 60000.00 0.315 18900.00
Dash fastners etc. LS 9999 1.00 100.000 100.00
Labour Cost
Fitter (Grade-1) Day 0116 168.00 0.050 8.40
Beldar Day 0114 152.00 0.100 15.20
23.60 19000.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.24 190.00
23.84 19190.00
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 3.58 2878.50
Cost of one Bench (30 kg) 27.41 22068.50 22095.91
Cost of Bench per kg Kg 0.91 735.62 736.53
172050 Extra over item 172040 for using SS 316 Grade stainless steel (to
be used in corrosive coastal areas) instead of SS 304 Grade
Details for cost of 1 quintal
Material Cost
Machine polished Stainless Steel Strair bars / Strips of SS 316 Grade (to quintal 8908 67500 1.000 67500.00
be used in corrosive coastal areas)
Machine polished Stainless Steel Stair bars / Strips of SS 304 Grade quintal 9630 60000 1.000 60000.00
Difference of cost per quintal 7500.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 75.00
7575.00

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 Chapter-17 : Miscellaneous Building Works

RItem No. Description Unit Rate Rate Quantity Labour Cost Material Labour &
e Code (Rs.) (Rs.) Cost Material
f (Rs.) Cost (Rs.)
.
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 1136.25
Cost per quintal 8711.25 8711.25
Cost per kg Kg 87.11 87.11

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Remarks

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Remarks

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Remarks

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Remarks

To be
supplied free
of cost

To be
supplied free
of cost

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Remarks

To be
supplied free
of cost

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Remarks

Chemical
emulsion To
be supplied
free of cost

To be
supplied free
of cost

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Remarks

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Remarks

A
A

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Remarks

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Remarks

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Remarks

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Remarks

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A
A
A

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Remarks

A
A
A

A
A
A

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Remarks

A
A
A

Page 469
 Chapter-16 : Horticulture Landscaping

CHAPTER-16 : HORTICULTURE & LANDSCAPING

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

161010 Trenching in ordinary soil upto a depth of 60cm including removal and stacking
of un-serviceable materials and then disposing of by spreading and neatly
leveling with in a lead of 50m and making up the trenched area to proper levels
by filling with earth or earth mixed with sludge or/ and manure before and after
flooding trench with water (excluding cost of imported earth, sludge or
manure). (Additional lead, if any will be paid as per rates in the Earth work
Chapter)

Details of cost for 3 cum.

Labour
Beldar Day 0114 152.00 0.71 107.92
Sundries (no rates reqd.) Lumpsu 9999 1.00 2.73 2.73
m
Coolie Day 0115 152.00 0.35 53.20
163.85
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.64
m
165.49
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 24.82
m
Cost per 10 cum 190.31
Cost per cum cum 63.44 0.00
161020 Supplying and stacking of good earth at site including royalty (earth measured
in stacks will be reduced by 20% for payment)
Details of cost for 1 cum.
Labour :
Beldar Day 0114 152.00 0.18 26.90
Coolie Day 0115 152.00 0.18 26.90
Good earth cum 0979 75.00 1.00 75.00
Leading of earth Lumpsu 9999 1.00 66.51 66.51
m
Sundries (no rates reqd.) 195.32
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.95
m
197.27

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 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 29.59
m
Cost per cum cum 226.86 0.00
161030 Supplying and stacking sludge at site in dry caked form from approved
disposal works including royalty & all lead and lift etc. (sludge measured in
stacks will be reduced by 8% for payment)
Details of cost for 1 cum.
Sludge cum 0980 50.00 1.00 50.00
sludge earth including lead Lumpsu 9999 1.00 110.00 110.00
m
Sundries (no rates reqd.) 160.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.60
m
161.60
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 24.24
m
Cost per cum cum 185.84 0.00
161040 Supplying and stacking at site dump manure / farm manure / animal dung
manure from approved source; including all lead and lift etc. (manure
measured in stacks will be reduced by 8% for payment)
161041 Screened through sieve of I.S. designation 20mm
Details of cost for 1 cum.
Cost of dump manure Lumpsu 9999 1.00 15.00 15.00
m
Leading of dump manure Lumpsu 9999 1.00 57.83 57.83
m
Labour for screening:
Beldar Day 0114 152.00 0.08 12.16
Sundries (no rates reqd.) 9999 1.00 2.73 2.73
9999 1.00 87.72
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.88
m
88.60
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 13.29
m
Cost per cum cum 101.89 0.00
161042 Screened through sieve of I.S. designation 4.75mm
Details of cost for 1 cum.

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 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Cost of dump manure Lumpsu 9999 1.00 15.00 15.00

m
Leading of dump manure Lumpsu 9999 1.00 57.83 57.83
m
Labour for screening:
Beldar Day 0114 152.00 0.17 25.84
Sundries (no rates reqd.) Lumpsu 9999 1.00 2.73 2.73
m
101.40
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.01
m
102.41
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 15.36
m
Cost per cum cum 117.78 0.00
161060 Rough dressing the trenched ground including breaking clods
Details of cost for 100sqm.
Labour:
Beldar Day 0114 152.00 0.20 30.40
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.43 1.43
m
31.83
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.32
m
32.15
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 4.82
m
Cost for 100sqm. 100 Sqm 36.97 0.00
161070 Uprooting weeds from the trenched area after 10 to 15days of its flooding with
water including disposal of uprooted vegetation
Details of cost for 100sqm.
Labour:
Beldar Day 0114 152.00 0.33 50.16
Coolie Day 0115 152.00 0.33 50.16
Sundries (no rates reqd.) Lumpsu 9999 1.00 2.73 2.73
m
103.05
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.03
m

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 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

104.08
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 15.61
m
Cost for 100sqm. 100 Sqm 119.69 0.00
161080 Fine dressing the ground
Details of cost for 100sqm.
Labour:
Beldar Day 0114 152.00 0.50 76.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.43 1.43
m
77.43
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.77
m
78.20
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 11.73
m
Cost for 100sqm. 100 Sqm 89.93 0.00
161090 Spreading of sludge, dump manure/ farm manure/animal dung manure and
good earth in required thickness (cost of sludge, dump manure/farm manure
or/ and good earth to be paid separately)
Details of cost for 100sqm.
Labour:
Beldar Day 0114 152.00 0.07 10.64
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.52 0.52
m
11.16
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.11
m
11.27
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 1.69
m
Cost for 100sqm. 100 Sqm 12.96 0.00
161100 Mixing earth and sludge or manure in proportion specified or directed. (Net
total quantity of earth, sludge or manure after deduction of voids to be
considered for payment)
Details of cost for 10 cum
Labour:
Beldar Day 0114 152.00 0.25 38.00
Coolie Day 0115 152.00 0.25 38.00

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Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

76.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.76
m
76.76
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 11.51
m
Cost for 10 cum 88.27 0.00
Cost for 1 Cum. cum 8.83 0.00
161110 Supplying & Grassing with grass in rows 7.5cm apart in either direction
including watering and maintenance of the lawn for 30 days or more till the
grass forms a thick lawn free from weeds and fit for mowing including
supplying good earth if needed (the good earth shall be paid for separately)
161111 Doob Grass
Details of cost for 100sqm.
Materials
Doob grass Lumpsu 9999 1.00 40.00 40.00
m
Labour:
Beldar Day 0114 152.00 0.25 38.00
Coolie Day 0115 152.00 1.06 161.12
Sundries (no rates reqd.) Lumpsu 9999 1.00 5.33 5.33
m
204.45 40.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.04 0.40
m
206.49 40.40
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 30.97 6.06
m
Cost for 100sqm. 100 Sqm 237.47 46.46
161112 Calcutta Grass
Details of cost for 100sqm.
Materials
Calcutta grass Lumpsu 9999 1.00 60.00 60.00
m
Labour:
Beldar Day 0114 152.00 0.25 38.00
Coolie Day 0115 152.00 1.06 161.12
Sundries (no rates reqd.) Lumpsu 9999 1.00 5.33 5.33
m

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 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

204.45 60.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.04 0.60
m
206.49 60.60
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 30.97 9.09
m
Cost for 100sqm. 100 Sqm 237.47 69.69
161113 Mexican Grass
Details of cost for 100sqm.
Materials
Maxican grass Lumpsu 9999 1.00 80.00 80.00
m
Labour:
Beldar Day 0114 152.00 0.25 38.00
Coolie Day 0115 152.00 1.06 161.12
Sundries (no rates reqd.) Lumpsu 9999 1.00 5.33 5.33
m
204.45 80.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.04 0.80
m
206.49 80.80
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 30.97 12.12
m
Cost for 100sqm. 100 Sqm 237.47 92.92
161114 Korean carpet grass
Details of cost for 100sqm.
Materials
Korean Carpet grass Lumpsu 9999 1.00 95.00 95.00
m
Labour:
Beldar Day 0114 152.00 0.25 38.00
Coolie Day 0115 152.00 1.06 161.12
Sundries (no rates reqd.) Lumpsu 9999 1.00 5.33 5.33
m
204.45 95.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.04 0.95
m
206.49 95.95

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 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 30.97 14.39
m
Cost for 100sqm. 100 Sqm 237.47 110.34
161115 Selection No.1 (Grass)
Details of cost for 100sqm.
Materials
Selection No. 1 grass Lumpsu 9999 1.00 33.00 33.00
m
Labour:
Beldar Day 0114 152.00 0.25 38.00
Coolie Day 0115 152.00 1.06 161.12
Sundries (no rates reqd.) Lumpsu 9999 1.00 5.33 5.33
m
204.45 33.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.04 0.33
m
206.49 33.33
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 30.97 5.00
m
Cost for 100sqm. 100 Sqm 237.47 38.33
161116 Extra over item 161110 for grassing in rows at 5cm apart instead of 7.50 cm
apart in either direction
Details of cost for 100sqm.
Materials
Grass Lumpsu 9999 1.00 33.00 33.00
m
Labour: (Additional than 7.5cm Rows)
Beldar Day 0114 152.00 0.10 15.20
Coolie Day 0115 152.00 0.75 114.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 5.33 5.33
m
134.53 33.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.42 0.33
m
136.95 33.33
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 20.54 5.00
m
Cost for 100sqm. 100 Sqm 157.49 38.33

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 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

161120 Renovating lawns including weeding, cheeling the grass, forking the ground,
top dressing with sludge or manure, mixing the same with forked soil, watering
and maintaining the lawn for 30 days or more till the grass forms a thick lawn
free from weeds and fit for mowing and disposal of rubbish as directed, --
Contd.

.... Contd. -- including supplying good earth, sludge or manure, if needed (cost
of sludge/manure & good earth to be paid separately)
Details of cost for 100sqm.
Labour:
Beldar Day 0114 152.00 2.70 410.40
Coolie Day 0115 152.00 2.00 304.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 2.73 2.73
m
717.13
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 7.17
m
724.30
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 108.65
m
Cost for 100sqm. 100 Sqm 832.95 0.00
161130 Uprooting rank vegetation and weeds by digging the area to a depth of 60cm
removing all weeds and other growth with roots by forking repeatedly, breaking
clods, rough dressing, flooding with water, uprooting fresh growths after 10 to
15days and then fine dressing for planting new grass, including disposal of all
rubbish with all leads and lifts
Details of cost for 100sqm.
Labour:
1. Labour for trenching to a depth of 30cm-
Beldar Day 0114 152.00 1.50 228.00
Coolie Day 0115 152.00 0.75 114.00
2. Labour for forking to remove weeds and
rank vegetation-
Beldar Day 0114 152.00 1.00 152.00
Coolie Day 0115 152.00 0.50 76.00
3. Labour for trenching to a further depth of
30cm-
Beldar Day 0114 152.00 2.13 323.76
Coolie Day 0115 152.00 1.06 161.12

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 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

4. Removal of weeds from the trenched area with 10 to 15 days of its flooding
with water.
Beldar Day 0114 152.00 0.33 50.16
Coolie Day 0115 152.00 0.33 50.16
Sundries (no rates reqd.) Lumpsu 9999 1.00 2.73 2.73
m
5. Rough dressing .
Beldar Day 0114 152.00 0.20 30.40
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.43 1.43
m
6. Fine dressing .
Beldar Day 0114 152.00 0.50 76.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.43 1.43
m
Sundries (no rates reqd.) Lumpsu 9999 1.00 6.76 6.76
m
1273.95
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 12.74
m
1286.69
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 193.00
m
Cost for 100sqm. 100 Sqm 1479.69 0.00
161140 Preparation of beds for hedging and shrubbery by excavating 60cm deep and
trenching the excavated base to a further depth of 30cm, refilling the
excavated earth after breaking clods and mixing with sludge or manure in the
ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20%: 1part of
stacked volume of sludge or manure after reduction by 8%) flooding with
water, filling with earth if necessary, watering and finally fine dressing, levelling
etc. including stacking and disposal of materials declared unserviceable and
surplus earth by spreading and levelling as directed, within a lead of 50m lift
upto 1.5m complete (cost of sludge, manure or extra earth to be paid for
separately)

Details of cost for 10cum.

Labour:
Beldar Day 0114 152.00 1.80 273.60
Coolie Day 0115 152.00 1.25 190.00
463.60

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 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Add for Water Charges @1% (no rates reqd.) Lumpsu 0.01 4.64
m
468.24
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 0.15 70.24
m
Cost for 10 cum. 538.47
Cost per cum. cum 53.85 0.00
161150 Digging holes in ordinary soil and refilling the same with the excavated earth
mixed with manure or sludge in the ratio 2:1 by volume (2parts of stacked
volume of earth after reduction by 20% : 1part of stacked volume of manure
after reduction by 8%) flooding with water, dressing including removal of
rubbish and surplus earth, if any with all leads and lifts (cost of manure, sludge
or extra good earth if needed to be paid for separately)

161151 Holes / pits 1.2m dia and 1.2m deep

Details of cost for one hole-
Extra Excavation-
22/7x(1.2)²/4x1.2 = 1.36 cum. cum 126.93 1.36 172.62
Rate vide item Earth work in excavation as annexure 1-Hoticulture
Refilling mixture and flooding Lumpsu 9999 1.00 5.10 5.10
m

Add for water charges @ 1% on all except A 9997 0.01 0.05

5.15
Add for contractors profit and overhead @15% on all except A 9998 0.15 0.77
5.92
Cost of one hole Each 178.55 0.00
161152 Holes/pits 60cm dia. and 60cm deep
Details of cost for one hole-
Extra Excavation-
22/7x(0.6)²/4x0.60=0.17cum cum 126.93 0.17 21.58
Rate vide item Earth work in excavation as annexure 1-Hoticulture
Sundries Lumpsu 9999 1.00 1.43 1.43
m
23.01
Add for water charges @ 1% on all except A 9997 0.01 0.01
23.02
Add for contractors profit and overhead @15% on all except A 9998 0.15 3.45
Cost of one hole Each 26.48 0.00
161153 Holes / Pits 45 cm Dia and 60 cm deep

Page 479
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Details of cost for one hole-

Extra Excavation-
22/7x(0.45)²/4x0.60=0.095cum cum 126.93 0.10 12.06
Rate vide item Earth work in excavation as annexure 1-Hoticulture
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.43 1.43
m

Add for water charges @ 1% on all except A Lumpsu 9997 0.01 0.01
m
1.44
Add for contractors profit and overhead @15% on all except A Lumpsu 9998 0.15 0.22
m
1.66
Cost of one hole Each 13.72 0.00
ANNEXURE 1 Horticulture
Earthwork in excavation
Details of cost for 10cum.
Labour:
Mate Day 0128 158.00 0.80 126.40
Coolie Day 0115 152.00 6.20 942.40
Sundries (no rates reqd.) 9999 1.00 24.00 24.00
1092.80
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 10.93
m
1103.73
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 165.56
m
Cost for 10 cum. 1269.29
Cost per cum. cum 126.93 0.00
161160 Half brick circular tree guard in 5.0/7.5 class designation bricks, internal
diameter 1.25metre and height 1.2metre above ground and 0.20m below
ground bottom two courses laid dry and top three courses in lime mortar 1:2
(1lime putty: 2surkhi) and the intermediate courses being in dry honey comb
masonry as per design complete

161161 (a) With F.P.S. bricks 5.0 class designation

Details of cost for one tree guard
Materials

Page 480
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

F.P.S. bricks class designation 5.0 1000 2603 2400.00 0.23 552.00
Nos.
Leading of bricks Lumpsu 9999 1.00 32.65 32.65
m
Lime mortar top 3 courses Lumpsu 9999 1.00 15.86 15.86
m
Labour:
Mason (brick layer) 2nd class Day 0124 158.00 0.25 39.50
Beldar Day 0114 152.00 0.25 38.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 4.16 4.16
m
81.66 600.51
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.82 6.01
m
82.48 606.52
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 12.37 90.98
m
Cost per tree guard Each 94.85 697.49
161162 (a) With F.P.S. bricks 7.5 class designation
Details of cost for one tree guard
Materials
F.P.S. bricks class designation 7.5 1000 2602 2600.00 0.23 598.00
Nos.
Leading of bricks Lumpsu 9999 1.00 32.65 32.65
m
Sundries (no rates reqd.) Lumpsu 9999 1.00 15.86 15.86
m
Labour:
Mason (brick layer) 2nd class Day 0124 158.00 0.25 39.50
Beldar Day 0114 152.00 0.25 38.00
Sundries (no rates reqd.) 9999 1.00 4.16 4.16
81.66 646.51
Add for Water Charges @1% (no rates reqd.) 9997 0.01 0.82 6.47
82.48 652.98
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 9998 0.15 12.37 97.95
Cost per tree guard Each 94.85 750.92

Page 481
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

161170 Providing and fixing M.S. flat iron tree guard 60cm dia. And 2m height above
ground level formed of 4Nos. 25x6mm and 8Nos. 25x3mm vertical M.S. flat
riveted to 3Nos. 25x6mm M.S. flat iron rings in two halves, bolted together with
8mm dia and 30mm long bolts including painting two coats with paint of
approved brand and manufacture over a coat of priming, complete in all
respects

Details of cost for one tree guard

Materials
M.S. Flats:- 25x6mm vertical 4x2.25= 9.00m 25x6mm rings quintal 1008 2900.00 0.29 841.00
3x(22/7x0.6)+0.16 = 6.14m Total = 15.14m wt. @ 1.2kg per m = 18.17kg.
25x3.00mm verticals 8x2= 16m
16.00x0.25=0.40 sqm.
wt. @24.73kg/sqm. = 9.89kg.
Total M.S. Flats = 28.06kg +
wastage @5% = 1.40kg
Total = 29.46kg.
Say 0.29 quintal

Rivets 36 nos. Lumpsu 9999 1.00 40.30 40.30

m
G.I. Bolts and nuts Lumpsu 9999 1.00 8.06 8.06
m
Leading of material Lumpsu 9999 1.00 23.50 23.50
m
Labour:
Blacksmith 2nd class Day 0103 158.00 2.00 316.00
Beldar Day 0114 152.00 1.00 152.00
Painting- 0.00
4x2x0.03x2.0 = 0.496+8x2x0.028x2.00 = 0.896+2x6.14x0.031 =0.381Total =
1.773 Say 1.77 sqm.
Painting with synthetic enamel paint sqm 8.54 1.77 15.12
(Rate as per item no. 121014 of painting polishing and varnishing)
Painting with synthetic enamel paint sqm 40.81 1.77 72.24
(Rate as per item no. 121051 of painting polishing and varnishing)
468.00 912.86
Add for water charges @ 1% on all except A & B 9997 0.01 4.68 9.13
472.68 921.99
Add for contractors profit and overhead @15% on all except A &B 9998 0.15 70.90 138.30
543.58
Cost per tree guard Each 560.04 1060.29

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Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

161180 Providing and Making tree guard 53cm dia and 1.3m high as per design from
contractor's own empty coal tar drums including providing and fixing 2 Nos.
M.S. sheet rings 50x0.5mm with rivets complete in all respects including
painting inside and outside of tree guard with :
161181 A coat of cal tar
Cost of Coal Tar Drum Lumpsu 9999 1.00 100.00 100.00
m
Details of cost for one tree guard.
Cost of 2 putties Lumpsu 9999 1.00 13.39 13.39
m
Cost of 6mm dia xl0 mm rivets 22 nos Lumpsu 9999 1.00 26.91 26.91
m
Fire wood Lumpsu 9999 1.00 2.73 2.73
m
Labour:
Blacksmith 2nd class Day 0103 141.60 0.13 18.41
Beldar Day 0114 135.25 0.07 9.47
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.43 1.43
m
Coal tarring alround inside and outside 17.83 2.16 38.52
1/2 x 2 x 22/7 x 0.53 x 1.30 = 2.16.(Rate as per item no. 121120 of painting
polishing and varnishing)
29.31 143.03
Add for water charges @ 1% on all except A 9997 0.01 0.29 1.43
29.60 144.46
Add for contractors profit and overhead @15% on all except A 9998 0.15 4.44 21.67
34.04
Cost per tree guard Each 72.56 166.13
161182 Two or more coats of ready mixed paint of approved quality shade over a
priming coat
Cost of Coal Tar Drum LS 9999 1.00 100.00 100.00
Details of cost for one tree guard.
Cost of one free guard
(Rate as per Item No.161181 238.69 1.00 238.69
Priming coat (Rate as per item no. 121013 of painting polishing and 14.97 2.16 32.34
varnishing)
Painting with synthetic enamel paint 40.81 2.16 88.16
(Rate as per item no. 121051 of painting polishing and varnishing)

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Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Less cost of coal tarring (Rate as per item no. 121120 of painting polishing and 17.83 -2.16 -38.52
varnishing)
Cost per tree guard Each 0.00 320.66
161190 Providing and Making tree guard 53cm dia and 2m high as per design from
empty coal tar drums including providing and fixing four legs 40cm long of
30x3mm M.S. flat riveted to tree guard and providing and fixing 2Nos. M.S.
sheet rings 50x0.5mm with rivets
161191 A coat of cal tar
Details of cost for one tree guard-
Cost of two M.S. sheet rings 50x0.5mm Lumpsu 9999 1.00 13.52 13.52
m
Cost of 6mm dia. rivets 10mm long 50 Nos. Lumpsu 9999 1.00 67.21 67.21
m
Fire wood Lumpsu 9999 1.00 2.73 2.73
m
Cost of Empty coal tar drum Lumpsu 9999 1.00 100.00 100.00
m
Labour: 183.46
Blacksmith 2nd class Day 0103 158.00 0.19 30.02
Beldar Day 0114 152.00 0.10 15.20
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.43 1.43
m
4 legs of M.S. flat 30x3mm including riveting quintal 1008 3300.00 0.01 42.90
and other end sharpened for easing fixing the
tree guard in the ground 4 legs 0.4 each =
1.6m.
1.6x0.032=0.501sqm. @ 24.73kg/sqm. =1.26
kg = 0.013q

Cost of M.S.flat sqm 17.83 3.33 59.39

Carriage of M.S. flats (negligible)
Coal tarring alround inside and outside.
1/2x2x22/7x0.53x2.0 = 3.33sqm.
(Rate as per item no. 121120 of painting polishing and varnishing)
106.04 266.92
Add for water charges @ 1% on all except A 9997 0.01 1.06 2.67
107.10 269.59
Add for contractors profit and overhead @15% on all except A 9998 0.15 16.07 40.44
Cost per tree guard Each 123.17 310.03

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Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

161192 Two or more coats of ready mixed paint of approved quality shade over a
priming coat
Details of cost for one tree guard-
Rate as per item no. 161191 each 433.19 1.00 433.19
Priming coat (Rate as per item no. 121013 of painting polishing and sqm 14.97 3.33 49.86
varnishing)
Painting with synthetic enamel paint sqm 40.81 3.33 135.91
(Rate as per item no. 121051 of painting polishing and varnishing)
Less cost of coal tarring (Rate as per item no. 121120 of painting polishing and sqm 17.83 -3.33 -59.39
varnishing)
Cost of one tree guard Each 0.00 559.57
161200 Edging with bricks (Along Kiaris, lawns or hedges etc) laid dry including
excavation, refilling, consolidating with hand packing and spreading neatly,
surplus earth within a lead of 50metres
161201 7.5 class designation, F.P.S. bricks laid length wise
Details of cost for 10 m lenth-
Materials
F.P.S. bricks class designation 7.5 1000 2602 2600.00 0.05 130.00
Nos.
Leading of bricks Lumpsu 9999 1.00 7.10 7.10
m
Labour:
Mason (brick layer) 2nd class Day 0124 158.00 0.05 7.90
Coolie Day 0115 152.00 0.05 7.60
Earth work in excavation and removal of Lumpsu 9999 1.00 13.52 13.52
rubbish (or spreading and dressing neatly of m
surplus earth)
29.02 137.10
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.29 1.37
m
29.31 138.47
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 4.40 20.77
m
Cost per 10 m 33.71 159.24
Cost per m metre 3.37 15.92
161202 5.0 class designation, F.P.S. bricks Laid length wise
Details of cost for 10 m lenth
Materials

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Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

F.P.S. bricks class designation 5.0 1000 2603 2400.00 0.05 120.00
Nos.
Leading of bricks Lumpsu 9999 1.00 7.10 7.10
m
Labour:
Mason (brick layer) 2nd class Day 0124 158.00 0.05 7.90
Coolie Day 0115 152.00 0.05 7.60
Earth work in excavation and removal of Lumpsu 9999 1.00 13.52 13.52
rubbish (or spreading and dressing neatly of m
surplus earth)
29.02 127.10
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.29 1.27
m
29.31 128.37
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 4.40 19.26
m
Cost per 10 m 33.71 147.63
Cost per m metre 3.37 14.76
161203 7.5 class designation, F.P.S. bricks, laid in tooth edged pattern at an angle of
60 degree with horizontal
Details of cost for 10 m lenth
Materials
F.P.S. bricks class designation 7.5 1000 2602 2600.00 0.08 195.00
Nos.
Labour:
Mason (brick layer) 2nd class Day 0124 158.00 0.08 11.85
Coolie Day 0115 152.00 0.08 11.40
Earth work in excavation and removal of Lumpsu 9999 1.00 13.52 13.52
rubbish (or spreading and dressing neatly of m
surplus earth)
Sundries (no rates reqd.) 36.77 195.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.37 1.95
m
37.14 196.95
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 5.57 29.54
m
Cost per 10 m 42.71 226.49
Cost per m metre 4.27 22.65

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Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

161204 5.0 class designation, F.P.S. bricks laid in tooth edged pattern at an angle of
60 degree with horizontal
Details of cost for 10 m lenth
Materials
F.P.S. bricks class designation 5.0 1000 2603 2400.00 0.08 180.00
Nos.
Carriage of bricks 1000 2201 141.88 0.08 0.00
Nos
Labour:
Mason (brick layer) 2nd class Day 0124 158.00 0.08 11.85
Coolie Day 0115 152.00 0.08 11.40
Earth work in excavation and removal of Lumpsu 9999 1.00 13.52 13.52
rubbish (or spreading and dressing neatly of m
surplus earth)
36.77 180.00
Add for Water Charges @1% (no rates reqd.) 9997 0.01 0.37 1.80
37.14 181.80
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 9998 0.15 5.57 27.27
Cost per 10 m 42.71 209.07
Cost per m metre 4.27 20.91
161210 Filling mixture of earth and sludge or manure in the desired proportion in
trenches, flooding with water and levelling (cost of supplying earth and sludge
or manure and mixing excluded). (Payment for only net quantity of all the
ingredients will be done)
Details of cost for 3 cum
Labour:
Beldar Day 0114 152.00 0.17 25.84
Coolie Day 0115 135.25 0.08 10.82
36.66
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.37
m
37.03
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 5.55
m
42.58
Cost per cum cum 14.19 0.00

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 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

161220 Excavation in dumped stones or malba/ garbage / rubbish including stacking of

serviceable and unserviceable material separately and disposal of
unserviceable material lead upto 50metre and lift upto 1.5metre and disposed
material to be neatly dressed.(additional lead and lift if any to be paid extra as
per earthwork chapter)
Details of cost for 1 cum
Labour:
Beldar Day 0114 152.00 0.35 53.20
Coolie Day 0115 152.00 0.35 53.20
106.40
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.06
m
107.46
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 16.12
m
Cost per cum cum 123.58 0.00
161230 Flooding the ground with water including making kiaries and dismantling the
same.
Details of cost for 100sqm
Labour:
Beldar Day 0114 152.00 0.17 25.84
Sundries (no rates reqd.) Lumpsu 9999 1.00 35.88 35.88
m
61.72
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.62
m
62.34
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 9.35
m
Cost per 100sqm 100 Sqm 71.69 0.00
161240 Cutting, trimming and pruning hedging of all types into proper shape & line as
directed by Engineer In-charge including the removal and disposal of the cut
materials. (Measurement shall be of the total area of faces and top of the
hedging, which has been trimmed).
Details of cost for 10 sqm
Labour:
Beldar Day 0114 152.00 0.15 22.80
Sundries (no rates reqd.) Lumpsu 9999 1.00 2.50 2.50
m

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 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

25.30
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.25
m
25.55
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 3.83
m
Cost per 10sqm 29.39
Cost per sqm Sqm 2.94 0.00
161370 Supplying of seasonal flower saplings / seedlings including all lead & lift,
carriage, handling etc.
161371 Antirrhinum
Details of cost of one
Materials
Antirrhinum Each 9454 6.00 1.00 6.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.12 0.12
m
6.12
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.06
m
6.18
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 0.93
m
cost of each Each 0.00 7.11
161372 Phlox drumondii
Details of cost of one
Materials
Phlox drumondii Each 9455 6.00 1.00 6.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.11 0.11
m
6.11
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.06
m
6.17
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 0.93
m
cost of each Each 7.09
161373 Nasturtium
Details of cost of one
Materials

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 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Nasturtium Each 9456 6.00 1.00 6.00

Sundries (no rates reqd.) Lumpsu 9999 1.00 0.06 0.06
m
6.06
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.06
m
6.12
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 0.92
m
cost of each Each 7.04
161374 Salvia
Details of cost of one
Materials
Salvia Each 9457 6.00 1.00 6.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.24 0.24
m
6.24
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.06
m
6.30
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 0.95
m
cost of each Each 7.25
161375 Balsam
Details of cost of one
Materials
Balsam Each 9458 6.00 1.00 6.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.12 0.12
m
6.12
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.06
m
6.18
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 0.93
m
cost of each Each 7.11
161376 Calendula Officinalis
Details of cost of one
Materials

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 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Calendula Officinalis Each 9459 6.00 1.00 6.00

Sundries (no rates reqd.) Lumpsu 9999 1.00 0.18 0.18
m
6.18
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.06
m
6.24
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 0.94
m
cost of each Each 7.18
161377 Poppy
Details of cost of one
Materials
Poppy Each 9460 6.00 1.00 6.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.15 0.15
m
6.15
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.06
m
6.21
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 0.93
m
cost of each Each 7.14
161378 Carnation
Details of cost of one
Materials
Carnation Each 9461 25.00 1.00 25.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.21 0.21
m
25.21
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.25
m
25.46
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 3.82
m
cost of each Each 29.28
161379 Carnation (hybrid)
Details of cost of one
Materials

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 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Carnation (hybrid) Each 9462 35.00 1.00 35.00

Sundries (no rates reqd.) Lumpsu 9999 1.00 0.21 0.21
m
35.21
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.35
m
35.56
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 5.33
m
cost of each Each 40.90
161460 Sowing and maintaining for a month of flower seeds including preparation of
surface & watering, as required and manuring, nursing & removing grasses
etc, from date of sowing (maintenance as required or as directed by engineer-
in-charge)
Details of cost Per sqm
Materials
Manure Lumpsu 9999 1.00 8.00 8.00
m
Insectiside/pestisides Lumpsu 9999 1.00 3.00 3.00
m
Labour:
Mate Day 0128 158.00 0.03 4.74
Beldar Day 0114 152.00 0.12 18.24
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
23.98 11.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.24 0.11
m
24.22 11.11
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 3.63 1.67
m
Cost Per sqm Sqm per 27.85 12.78
month

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 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

161470 Supplying & sowing of seeds of specified varieties of trees/shrubs in a well

fenced area or along a fencing as nominated by the Engineer's representative
including preparation of bed, watering, manuring, applying insecticides etc.
complete in all respects. The seed should be nursed for a period of 3 months
from the date of sowing including supply of labour and material. Trees include
Amaltas, Casuarina, Eucalyptus, Jacaranda, Jarul, Karanj, Ashoka, Phurush,
Babla, Sisham, Sal, Segun etc.

Details of cost each seed/sapling Per Sqm

Materials
seed/sapling Lumpsu 9999 1.00 50.00 50.00
m
Manure Lumpsu 9999 1.00 3.00 3.00
m
Insectiside/pestisides Lumpsu 9999 1.00 1.00 1.00
m
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.15 0.15
m
Labour:
Mali Day 9453 158.00 0.02 3.16
Beldar Day 0114 152.00 0.08 12.16
Sundries (no rates reqd.) 9999 1.00 2.70 2.70
18.02 54.15
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.18 0.54
m
18.20 54.69
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 2.73 8.20
m
Cost Per sqm Sqm 20.93 62.90
161480 Maintenance of lawn, shrubs, hedge, trees etc. including watering, trimming,
manuring, spraying insecticides and guarding as required. This includes
supply of labour, tools & plants including materials
161481 Lawn
Details of cost Per 10 sqm Per month
Materials
Manure Lumpsu 9999 1.00 2.00 2.00
m
Insectiside/pestisides Lumpsu 9999 1.00 1.00 1.00
m

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Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Sundries (no rates reqd.) Lumpsu 9999 1.00 0.15 0.15

m
Labour:
Mali Day 9453 158.00 0.02 3.16
Beldar Day 0114 152.00 0.08 12.16
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.07 0.07
m
15.39 3.15
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.15 0.03
m
15.54 3.18
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 2.33 0.48
m
Cost Per 10 sqm Per month 10 17.88 3.66
sqm
161482 Shrubs /month
Details of cost each shrub Per month
Materials
Manure Lumpsu 9999 1.00 2.00 2.00
m
Insectiside/pestisides Lumpsu 9999 1.00 0.50 0.50
m
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.13 0.13
m
Labour:
Mali Day 9453 158.00 0.02 2.53
Beldar Day 0114 152.00 0.06 9.73
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.05 0.05
m
12.31 2.63
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.12 0.03
m
12.43 2.66
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 1.86 0.40
m
Cost of each shrub Per month Each/ 14.29 3.05
month
161483 Hedge
Details of cost Per m Per month

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 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Materials
Manure Lumpsu 9999 1.00 0.75 0.75
m
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.05 0.05
m
Labour:
Mali Day 9453 158.00 0.02 2.53
Beldar Day 0114 152.00 0.06 9.73
Sundries (no rates reqd.) 9999 1.00 0.05 0.05
12.31 0.80
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.12 0.01
m
12.43 0.81
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 1.86 0.12
m
Cost Per m Per month metre/ 14.29 0.93
month
161484 Tree
Details of cost of each tree Per month
Materials
Manure Lumpsu 9999 1.00 2.00 2.00
m
Insectiside/pestisides Lumpsu 9999 1.00 1.00 1.00
m
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.15 0.15
m
Labour:
Mali Day 9453 158.00 0.02 2.53
Beldar Day 0114 152.00 0.06 9.73
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.05 0.05
m
12.31 3.15
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.12 0.03
m
12.43 3.18
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 1.86 0.48
m
Cost of each tree Per month Each/ 14.29 3.66
month

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 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

161485 Shrubbery borders (group plantation)

Details of cost Per sqm Per month
Materials
Manure Lumpsu 9999 1.00 5.00 5.00
m
Insectiside Lumpsu 9999 1.00 1.00 1.00
m
Sundries Lumpsu 9999 1.00 0.30 0.30
m
Labour:
Mali Day 9453 158.00 0.02 3.16
Beldar Day 0114 152.00 0.08 12.16
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.07 0.07
m
15.39 6.30
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.15 0.06
m
15.54 6.36
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 2.33 0.95
m
Cost Per sqm Per month Sqm/ 17.88 7.32
month
161520 Uprooting weeds on or from station platforms, surroundings as well as slopes
after loosening surface by raking
Details of cost for 100 sqm
Labour for Raking to remove weeds
Beldar Day 0114 152.00 1.00 152.00
Coolie Day 0115 152.00 0.50 76.00
Labour for rough dressing 0.00
Beldar Day 0114 152.00 0.20 30.40
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.43 1.43
m
259.83
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.60
m
262.43
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 39.36
m
Cost for 100 sqm 100 Sqm 301.79 0.00

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Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

161530 Transplantation of marked Tree of various species and girth to the place
shown by Engineering representative in the lead up to 1.5 Km. with all tools,
plant, men and machinery and necessary preparation such as
161531 Preparation of earthen ball of tree roots of desired depth and diameter
Details of cost for one Ball
Labour
Beldar Day 0114 152.00 1.00 152.00
Mali Day 9453 158.00 0.25 39.50
191.50
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.92
m
193.42
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 29.01
m
222.43
Cost of one ball Each 222.43 0.00
161532 Unloading lifting and Transplanting tree from original place to new place
directed by engineer including all arrangement T &P labour etc for successfully
completing the work (Tree height to be minimum 1.50 m)

Details of cost for 1 tree

Labour
Beldar Day 0114 152.00 2.00 304.00
Mali Day 9453 158.00 1.00 158.00
462.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 4.62
m
466.62
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 69.99
m
Detailed cost for one tree Each 536.61 0.00
161533 Excavating of pits of adequate size arranging loose soil, mixing of manure
fertilizer insecticide etc. to ensure survival of the trees being transplanted
maintain
Details of cost for 1 Pit
Labour
Beldar Day 0114 152.00 1.00 152.00
Mali Day 9453 158.00 0.25 39.50
191.50

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Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.92
m
193.42
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 29.01
m
Details of cost for 2 pit 222.43
cost of 1 pit Each 111.21 0.00
161534 Maintenance of trees i.e. watering manuring soil heaping spray of insecticide
etc. till the sprouting and establishment of trees up to 6 months
Details of Maintenance of 1 tree per month
Labour
Beldar Day 0114 152.00 1.00 152.00
Mali Day 9453 158.00 0.01 1.58
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
154.58
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.55
m
156.13
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 23.42
m
cost of 1 pit Each/ 179.54 0.00
month
161540 Supply & Fixing grass tiles of grass selections no.1 or mexican healthy and
fresh grass free from weeds of 1’ X 1’ or bigger size tiles as required by
engineer-in-charge
Rate for fixing of 100 sqm. Plot
Material
Maxican grass tiles Sqm 4840 160.00 100.00 16000.00
Labour
Mali Day 9453 158.00 1.00 158.00
Beldar Day 0114 152.00 2.00 304.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
463.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 4.63 160.00
m
467.63 16160.00

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Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 70.14 2424.00
m
cost for fixing of 100 sqm. Plot 537.77 18584.00
Cost per Sqm. Sqm 5.38 185.84
161550 Filling the earthen pots with good planting soil mixed with 25% manure
including planting the sapling, watering & maintaining the pots for 3 months.
The rate excludes pot, soil, manure & plants. Condition of the plant will be
inspected at end of every month and suitable penalty imposed if the plant is
not being maintained properly. The payment will be released @25% per month
and balance will be paid after completion of three months. No penalty will be
imposed if the blooming period is over and plant dies being seasonal in nature.
The top dia will be measured from inside and the bottom dia and ht from
outside Tolerance is +/- 1.5. cm

161551 Height 15 cm, Upper dia 15cm & bottom dia 10 cm

cost for filling 100 pots per month
Labour for filling & planting the pots
Mali Day 9453 158.00 1.00 158.00
Beldar Day 0114 152.00 2.00 304.00
Labour for watering & maintanence of pots 0.00
Mali Day 9453 158.00 15.00 2370.00
Beldar Day 0114 152.00 30.00 4560.00
7392.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 73.92
m
7465.92
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 1119.89
m
cost for filling 100 pots per month 8585.81
Cost per plant per month Each/ 85.86 0.00
month
161552 Height 20 cm, Upper dia 20cm & bottom dia 12 cm
cost for filling 100 pots per month
Labour for filling & planting the pots
Mali Day 9453 158.00 1.25 197.50
Beldar Day 0114 152.00 2.50 380.00
Labour for watering & maintanence of pots 0.00
Mali Day 9453 158.00 25.00 3950.00
Beldar Day 0114 152.00 30.00 4560.00
9087.50

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Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 90.88
m
9178.38
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 1376.76
m
cost for filling 100 pots per month 10555.13
Cost per plant per month Each/ 105.55 0.00
month
161553 Height 25 cm, Upper dia 25cm & bottom dia 15 cm
cost for filling 100 pots per month
Labour for filling & planting the pots
Mali Day 9453 158.00 1.50 237.00
Beldar Day 0114 152.00 3.00 456.00
Labour for watering & maintanence of pots 0.00
Mali Day 9453 158.00 15.00 2370.00
Beldar Day 0114 152.00 30.00 4560.00
7623.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 76.23
m
7699.23
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 1154.88
m
cost for filling 100 pots per month 8854.11
Cost per plant per month Each/ 88.54 0.00
month
161554 Height 30 cm, Upper dia 30cm & bottom dia 20 cm
Labour for filling & planting the pots
Mali Day 9453 158.00 1.75 276.50
Beldar Day 0114 152.00 3.50 532.00
Labour for watering & maintanence of pots 0.00
Mali Day 9453 158.00 15.00 2370.00
Beldar Day 0114 152.00 30.00 4560.00
7738.50
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 77.39
m
7815.89
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 1172.38
m
cost for filling 100 pots per month 8988.27

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Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Cost per plant per month Each/ 89.88 0.00

month
161555 Height 45 cm, Upper dia 45cm & bottom dia 30 cm
Labour for filling & planting the pots
Mali Day 9453 158.00 2.00 316.00
Beldar Day 0114 152.00 4.00 608.00
Labour for watering & maintanence of pots 0.00
Mali Day 9453 158.00 15.00 2370.00
Beldar Day 0114 152.00 30.00 4560.00
7854.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 78.54
m
7932.54
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 1189.88
m
cost for filling 100 pots per month 9122.42
Cost per plant per month Each/ 91.22 0.00
month
161560 Filling cement sand/ stone sand pots with good planting soil mixed with 25%
manure including planting the sapling and watering & maintaining the pots for a
period of 3 months. The rate excludes pots, soil, manure, plant. The top dia will
be measured from inside and the bottom dia and ht from outside. Tolerance is
+/- 1.5 cm
161561 Height 15 cm, Upper dia 15cm & bottom dia 10 cm
cost for filling 100 pots per month
Labour for filling & planting the pots
Mali Day 9453 158.00 1.00 158.00
Beldar Day 0114 152.00 2.50 380.00
Labour for watering & maintanence of pots 0.00
Mali Day 9453 158.00 15.00 2370.00
Beldar Day 0114 152.00 30.00 4560.00
7468.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 74.68
m
7542.68
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 1131.40
m
cost for filling 100 pots per month 8674.08

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 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Cost per plant per month Each/ 86.74 0.00

month
161562 Height 20 cm, Upper dia 20cm & bottom dia 12 cm
cost for filling 100 pots per month
Labour for filling & planting the pots
Mali Day 9453 158.00 1.25 197.50
Beldar Day 0114 152.00 3.00 456.00
Labour for watering & maintanence of pots 0.00
Mali Day 9453 158.00 15.00 2370.00
Beldar Day 0114 152.00 30.00 4560.00
7583.50
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 75.84
m
7659.34
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 1148.90
m
cost for filling 100 pots per month 8808.24
Cost per plant per month Each/ 88.08 0.00
month
161563 Height 25 cm, Upper dia 25cm & bottom dia 15 cm
cost for filling 100 pots per month
Labour for filling & planting the pots
Mali Day 9453 158.00 1.50 237.00
Beldar Day 0114 152.00 3.50 532.00
Labour for watering & maintanence of pots 0.00
Mali Day 9453 158.00 15.00 2370.00
Beldar Day 0114 152.00 30.00 4560.00
7699.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 76.99
m
7775.99
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 1166.40
m
cost for filling 100 pots per month 8942.39
Cost per plant per month Each/ 89.42 0.00
month
161564 Height 30 cm, Upper dia 30cm & bottom dia 20 cm
cost for filling 100 pots per month
Labour for filling & planting the pots

Page 502
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Mali Day 9453 158.00 2.00 316.00

Beldar Day 0114 152.00 4.00 608.00
Labour for watering & maintanence of pots 0.00
Mali Day 9453 158.00 15.00 2370.00
Beldar Day 0114 152.00 30.00 4560.00
7854.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 78.54
m
7932.54
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 1189.88
m
cost for filling 100 pots per month 9122.42
Cost per plant per month Each/ 91.22 0.00
month
161565 Height 45 cm, Upper dia 45cm & bottom dia 30 cm
cost for filling 100 pots per month
Labour for filling & planting the pots
Mali Day 9453 158.00 2.25 355.50
Beldar Day 0114 152.00 4.50 684.00
Labour for watering & maintanence of pots 0.00
Mali Day 9453 158.00 15.00 2370.00
Beldar Day 0114 152.00 30.00 4560.00
7969.50
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 79.70
m
8049.20
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 1207.38
m
cost for filling 100 pots per month 9256.57
Cost per plant per month Each/ 92.57 0.00
month
161570 Filling of polythene bags with earth, manure etc. as per instructions &
directions of officer in charge and plantation of cutting/sowing of
seeds/seedlings in polythene bags incl. all labour, T&P etc. But excluding the
cost of polybags, earth, manure and seed/ seedling/ cutting complete as per
direction of Officer in charge
cost for 100 bags
Labour
Mali Day 9453 158.00 0.50 79.00

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Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Beldar Day 0114 152.00 0.50 76.00

Sundries (no rates reqd.) Lumpsu 9999 1.00 0.50 0.50
m
155.50
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.56
m
157.06
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 23.56
m
Cost per 100 bags 100 180.61 0.00
bags
161580 Laying of grass turf in proper level including scrapping of grass from the given
site in turfs size 1x1 ft. approx. or desired size, transportation at site, watering,
rolling, mowing, weeding and maintenance of the lawn upto a period of one
month from the date of turfing as per direction of Officer in charge, with all
labour, tools, and tackles complete. 50% payment after laying and 50% after
one month

cost for 100 sqm turfing

Labour for laying of truf
Mali Day 9453 158.00 1.00 158.00
Beldar Day 0114 152.00 1.00 152.00
Coolie Day 0115 152.00 1.00 152.00
Labour for maintenance 0.00
Mali Day 9453 158.00 7.50 1185.00
Beldar Day 0114 152.00 15.00 2280.00
3927.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 39.27
m
3966.27
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 594.94
m
Cost for filling 100 pots per month 4561.21
Cost per plant per month Each/ 45.61 0.00
month
161590 Landscaping and making mounds and giving shape as per the requirements
(Area to be measured from bottom of mound)
cost for 10 sqm
Beldar Day 0114 152.00 1.00 152.00
Coolie Day 0115 152.00 0.25 38.00

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 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Sundries (no rates reqd.) Lumpsu 9999 1.00 0.10 0.10

m
190.10
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.90
m
192.00
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 28.80
m
cost for 10 sqm 220.80
Cost per sqm Sqm 22.08 0.00

161600 Supply and planting of edge plants including cost of plants, transportation,
labour, T&P etc. complete and maintenance for a period of one year from the
date of plantation as per direction of O.I.C. (Mode of payment:-25% payment
will be made after planting, 25% after six months, 25% after nine months and
rest 25% after one year)
cost for 100 plants per year
Materials
Edge Plant Each 4501 10.00 100.00 1000.00
Labour for planting
Mali Day 9453 158.00 1.00 158.00
Beldar Day 0114 152.00 0.30 45.60
Coolie Day 0115 152.00 1.00 152.00
Labour for maintenance 0.00
Mali Day 9453 158.00 36.50 5767.00
Beldar Day 0114 152.00 36.50 5548.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
11671.60
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 116.72 10.00
m
11788.32 1010.00
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 1768.25 151.50
m
cost for 100 plants per year 13556.56 1161.50
Cost per plant per year Each/ 135.57 11.62
year

Page 505
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

161610 Maintenance of rose flower bed by doing all horticultural operations like
hoeing, forking, breaking of clods, dressing, mixing of manure and fertilizers,
watering, weeding, replanting of dead plants, cutting/ trimming complete in all
respects as per specifications and direction by officer in charge including cost
of labour with tools and tackles but excluding the cost of manure, good earth,
fertilizers, plants pesticides etc.

161611 A) Rose bed upto 2000 Sqm area at a place

Cost per month for 2000sqm
Labour
Mali Day 9453 158.00 30.00 4740.00
Beldar Day 0114 152.00 60.00 9120.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
13861.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 138.61
m
13999.61
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 2099.94
m
Cost for 2000 sqm per month 16099.55
Cost per sqm per month Sqm/ 8.05
month
161612 B) Rose bed above 2000 Sqm area at a place
Cost per month for 4000sqm
Labour
Mali Day 9453 158.00 45.00 7110.00
Beldar Day 0114 152.00 90.00 13680.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
20791.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 207.91
m
20998.91
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 3149.84
m
Cost for 4000 sqm per month 24148.75
Cost per sqm per month Sqm/ 6.04
month

Page 506
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

161620 Maintenance of seasonal potted plants and permanent potted plants by doing
all horticultural operations like making mixture, plantation of plants, filling & re-
filling, cutting, weeding, watering, staking, coloring, loading, unloading,
arranging the pots within 100 m radius and application of pesticides as and
when required complete in all respects as per direction of Officer in charge
including cost of labour with tools & tackles but excluding the cost of manure,
soil, fertilizers, pesticides, plants, pots etc.

161621 A) Up to 12” size pot/Container

Cost of 100 pots per month
Labour
Mali Day 9453 158.00 2.00 316.00
Beldar Day 0114 152.00 10.00 1520.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
1837.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 18.37
m
1855.37
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 278.31
m
Cost of 100 pots 2133.68
Cost per pot per month Each/ 21.34 0.00
month
161622 B) Above 12” size pot/Container
Cost of 100 pots per month
Labour
Mali Day 9453 158.00 2.00 316.00
Beldar Day 0114 152.00 15.00 2280.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
2597.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 25.97
m
2622.97
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 393.45
m
Cost of 100 pots 3016.42
Cost per pot per month Each/ 30.16 0.00
month

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 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

161630 Maintenance of cuttings & plants planted in polythene bags including watering.
Weeding shifting, replacement etc. complete as per instruction of Officer in
charge in all labour and T&P etc.
Cost of 100 pots per month
Labour
Mali Day 9453 158.00 1.50 237.00
Beldar Day 0114 152.00 7.50 1140.00
Coolie Day 0115 152.00 7.50 1140.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
2518.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 25.18
m
2543.18
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 381.48
m
Cost of 100 pots 2924.66
Cost per pot per month Each/ 29.25 0.00
month

161640 Pruning / trimming of unwanted branches of trees and its disposal up to 100
mtr to the area identified by the officer in charge
Trees up to 2 mtr. Height (average)
Cost of 10 trees
Labour
Beldar Day 0114 152.00 1.00 152.00
Coolie Day 0115 152.00 1.00 152.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.50 0.50
m
304.50
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 3.05
m
307.55
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 46.13
m
Cost of 10 trees 353.68
Cost per tree Each 35.37 0.00
161650 Pruning / trimming of unwanted branches of trees and its disposal up to 100
mtr to the area identified by the officer in charge

Page 508
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Trees above 2 mtr. Height (average)

Cost of 10 trees
Labour
Beldar Day 0114 152.00 2.00 304.00
Coolie Day 0115 152.00 1.00 152.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
457.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 4.57
m
461.57
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 69.24
m
Cost of 10 trees 530.81
Cost per tree Each 53.08 0.00
161660 Supplying of all types & different varieties of seasonal (Summer, rainy and
winter) flowers and vegetable seeds packets of 10 gms each of reputed
company of national brands
Materials
Seed packet (10 gm each) Each 4502 50.00 1.00 50.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.25 0.25
m
50.25
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.50
m
50.75
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 7.61
m
Cost per packet Packet 0.00 58.37
161670 Coloring of Cement Pots with Water-proofing Paint
161671 Height 15 cm, Upper dia 15cm & bottom dia 10 cm
Cost for 100 pots
Materials
Enamel paint litre 0830 140.00 4.00 560.00
Labour for painting
Painter Day 0131 141.60 1.00 141.60
Beldar Day 0114 152.00 0.50 76.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m

Page 509
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

218.60
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.19 5.60
m
220.79 565.60
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 33.12 84.84
m
Cost for 100 pots 253.90 650.44
Cost per pot Each 2.54 6.50
161672 Height 20 cm, Upper dia 20cm & bottom dia 12 cm
Cost for 100 pots
Materials
Enamel paint litre 0830 140.00 5.00 700.00
Labour for painting
Painter Day 0131 158.00 1.25 197.50
Beldar Day 0114 152.00 0.50 76.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
274.50
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.00 2.75 7.00
m
277.25 707.00
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 0.00 41.59 106.05
m
Cost for 100 pots 318.83 813.05
Cost per pot Each 3.19 8.13
161673 Height 25 cm, Upper dia 25cm & bottom dia 15 cm
Cost for 100 pots
Materials
Enamel paint litre 0830 140.00 6.00 840.00
Labour for painting
Painter Day 0131 158.00 1.50 237.00
Beldar Day 0114 152.00 0.50 76.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
314.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 3.14 8.40
m
317.14 848.40

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Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 47.57 127.26
m
Cost for 100 pots 364.71 975.66
Cost per pot Each 3.65 9.76
161674 Height 30 cm, Upper dia 30cm & bottom dia 20 cm
Cost for 100 pots
Materials
Enamel paint litre 0830 140.00 7.25 1015.00
Labour for painting
Painter Day 0131 158.00 2.00 316.00
Beldar Day 0114 152.00 0.75 114.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
431.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 4.31 10.15
m
435.31 1025.15
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 65.30 153.77
m
Cost for 100 pots 500.61 1178.92
Cost per pot Each 5.01 11.79
161675 Height 45 cm, Upper dia 45cm & bottom dia 30 cm
Cost for 100 pots
Materials
Enamel paint litre 0830 140.00 8.00 1120.00
Labour for painting
Painter Day 0131 158.00 2.50 395.00
Beldar Day 0114 152.00 1.00 152.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
548.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 5.48 11.20
m
553.48 1131.20
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 83.02 169.68
m
636.50 1300.88
Cost per pot Each 6.37 13.01
161680 Coloring of Earthen Pots with Water-proofing Paint

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Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

161681 Height 15 cm, Upper dia 15cm & bottom dia 10 cm

Cost for 100 pots
Materials
Water proofing cement paint Kg 0851 50.00 3.00 150.00
Labour for painting
White Washer Day 0141 158.00 0.50 79.00
Beldar Day 0114 152.00 0.25 38.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
118.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.18 1.50
m
119.18 151.50
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 17.88 22.72
m
137.06 174.23
Cost per pot Each 1.37 1.74
161682 Height 20 cm, Upper dia 20cm & bottom dia 12 cm
Cost for 100 pots
Materials
Water proofing cement paint Kg 0851 50.00 3.75 187.50
Labour for painting
White Washer Day 0141 158.00 0.75 118.50
Beldar Day 0114 152.00 0.30 45.60
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
165.10
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.65 1.88
m
166.75 189.38
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 25.01 28.41
m
191.76 217.78
Cost per pot Each 1.92 2.18
161683 Height 25 cm, Upper dia 25cm & bottom dia 15 cm
Cost for 100 pots
Materials
Water proofing cement paint Kg 0851 50.00 4.50 225.00
Labour for painting

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 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

White Washer Day 0141 158.00 1.00 158.00

Beldar Day 0114 152.00 0.50 76.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
235.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.35 2.25
m
237.35 227.25
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 35.60 34.09
m
272.95 261.34
Cost per pot Each 2.73 2.61
161684 Height 30 cm, Upper dia 30cm & bottom dia 20 cm
Cost for 100 pots
Materials
Water proofing cement paint Kg 0851 50.00 5.50 275.00
Labour for painting
White Washer Day 0141 158.00 1.25 197.50
Beldar Day 0114 152.00 0.75 114.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
312.50
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 3.13 2.75
m
315.63 277.75
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 47.34 41.66
m
362.97 319.41
Cost per pot Each 3.63 3.19
161685 Height 45 cm, Upper dia 45cm & bottom dia 30 cm
Cost for 100 pots
Materials
Water proofing cement paint Kg 0851 50.00 6.75 337.50
Labour for painting
White Washer Day 0141 158.00 1.50 237.00
Beldar Day 0114 152.00 1.00 152.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
390.00

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 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 3.90 3.38
m
393.90 340.88
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 59.08 51.13
m
452.98 392.01
Cost per pot Each 4.53 3.92
161690 Supply and plantation of chlorodendran inerme hedge plants at a distance of
10 to 15 cm including watering and providing stacks where required and
maintenance upto 12 months from date of completion of plantation, complete
with all labour and materials
Cost for 100 mtrs hedge (8 plants per m)
Materials
chlorodendran inerme hedge plants Each 4503 10.00 800.00 8000.00
Labour for planting
Mali Day 9453 158.00 1.00 158.00
Beldar Day 0114 152.00 2.50 380.00
Labour for maintenance 0.00
Mali Day 9453 158.00 3.00 474.00
Beldar Day 0114 152.00 6.00 912.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
1925.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 19.25 80.00
m
1944.25 8080.00
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 291.64 1212.00
m
2235.89 9292.00
Cost per mtr per month m/month 1.86 7.74
161700 Supply of cement pot at site as per direction of In-charge
161701 Height 15 cm, Upper dia 15cm & bottom dia 10 cm
Cost for 100 pots
Materials
Cement Sand 1:4 pots 15x15x10 cm Each 9431 35.00 100.00 3500.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
3501.00

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 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 35.01
m
3536.01
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 530.40
m
4066.41
Cost per pot Each 0.00 40.66
161702 Height 20 cm, Upper dia 20cm & bottom dia 12 cm
Cost for 100 pots
Materials
Cement Sand 1:4 pots 20x20x12 cm Each 9432 45.00 100.00 4500.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
4501.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 45.01
m
4546.01
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 681.90
m
5227.91
Cost per pot Each 0.00 52.28
161703 Height 25 cm, Upper dia 25cm & bottom dia 15 cm
Cost for 100 pots
Materials
Cement Sand 1:4 pots 25x25x15 cm Each 9433 50.00 100.00 5000.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
5001.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 50.01
m
5051.01
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 757.65
m
5808.66
Cost per pot Each 0.00 58.09
161704 Height 30 cm, Upper dia 30cm & bottom dia 20 cm
Cost for 100 pots
Materials
Cement Sand 1:4 pots 30x30x20 cm Each 9434 75.00 100.00 7500.00

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 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00

m
7501.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 75.01
m
7576.01
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 1136.40
m
8712.41
Cost per pot Each 0.00 87.12
161705 Height 45 cm, Upper dia 45cm & bottom dia 30 cm
Cost for 100 pots
Materials
Cement Sand 1:4 pots 45x45x30 cm Each 9435 100.00 100.00 10000.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
10001.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 100.01
m
10101.01
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 1515.15
m
11616.16
Cost per pot Each 0.00 116.16
161710 Supply of earthen pot at site as per direction of In-charge
161711 Height 15 cm, Upper dia 15cm & bottom dia 10 cm
Cost for 100 pots
Materials
Earthen pots 15x15x10 cm Each 9425 5.00 100.00 500.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
501.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 5.01
m
506.01
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 75.90
m
581.91
Cost per pot Each 0.00 5.82

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Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

161712 Height 20 cm, Upper dia 20cm & bottom dia 12 cm

Cost for 100 pots
Materials
Earthen pots 20x20x12 cm Each 9426 8.00 100.00 800.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
801.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 8.01
m
809.01
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 121.35
m
930.36
Cost per pot Each 0.00 9.30
161713 Height 25 cm, Upper dia 25cm & bottom dia 15 cm
Cost for 100 pots
Materials
Earthen pots 25x25x15 cm Each 9427 10.00 100.00 1000.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
1001.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 10.01
m
1011.01
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 151.65
m
1162.66
Cost per pot Each 0.00 11.63
161714 Height 30 cm, Upper dia 30cm & bottom dia 20 cm
Cost for 100 pots
Materials
Earthen pots 30x30x20 cm Each 9428 15.00 100.00 1500.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
1501.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 15.01
m
1516.01

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Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 227.40
m
1743.41
Cost per pot Each 0.00 17.43
161715 Height 45 cm, Upper dia 45cm & bottom dia 30 cm
Cost for 100 pots
Materials
Earthen pots 45x45x30 cm Each 9429 18.00 100.00 1800.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
1801.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 18.01
m
1819.01
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 272.85
m
2091.86
Cost per pot Each 0.00 20.92
161720 Supply of Hanging Basket (G.I wire plastic coated)
161721 Height 15 cm, Upper dia 15cm & bottom dia 10 cm
Cost for 1 basket
Materials
Hanging basket G.I.Wire plastic coated Height 15 cm, Upper dia 15cm & Each 4504 25.00 1.00 25.00
bottom dia 10 cm
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.10 0.10
m
25.10
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.25
m
25.35
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 3.80
m
Cost per basket Each 0.00 29.15
161722 Height 20 cm, Upper dia 20cm & bottom dia 12 cm
Cost for 1 basket
Materials
Hanging basket G.I.Wire plastic coated Height 20 cm, Upper dia 20cm & Each 4505 30.00 1.00 30.00
bottom dia 12 cm

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Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Sundries (no rates reqd.) Lumpsu 9999 1.00 0.10 0.10

m
30.10
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.30
m
30.40
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 4.56
m
Cost per basket Each 0.00 34.96
161723 Height 25 cm, Upper dia 25cm & bottom dia 15 cm
Cost for 1 basket
Materials
Hanging basket G.I.Wire plastic coated Height 25 cm, Upper dia 25cm & Each 4506 35.00 1.00 35.00
bottom dia 15 cm
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.10 0.10
m
35.10
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.35
m
35.45
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 5.32
m
Cost per basket Each 0.00 40.77
161724 Height 30 cm, Upper dia 30cm & bottom dia 20 cm
Cost for 1 basket
Materials
Hanging basket G.I.Wire plastic coated Height 30 cm, Upper dia 30cm & Each 4507 45.00 1.00 45.00
bottom dia 20 cm
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.10 0.10
m
45.10
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.45
m
45.55
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 6.83
m
Cost per basket Each 0.00 52.38
161725 Height 45 cm, Upper dia 45cm & bottom dia 30 cm
Cost for 1 basket

Page 519
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Materials
Hanging basket G.I.Wire plastic coated Height 45 cm, Upper dia 45cm & Each 4508 50.00 1.00 50.00
bottom dia 30 cm
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.10 0.10
m
50.10
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.50
m
50.60
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 7.59
m
Cost per basket Each 0.00 58.19
161800 Supply of Insecticide/Pesticide
161801 i. Lindane dust
Cost for Kg
Materials
Lindane dust Kg 4509 15.00 1.00 15.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.10 0.10
m
15.10
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.15
m
15.25
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 2.29
m
Cost per Kg Kg 0.00 17.54
161802 ii. Methylparathion
Cost for Kg
Materials
Methyparathion Kg 4510 20.00 1.00 20.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.10 0.10
m
20.10
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.20
m
20.30
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 3.05
m
Cost per Kg Kg 0.00 23.35

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 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

161803 iii. Indosulphon (Thiodan) 35 E.C

Cost for Ltr
Materials
Indosulphon (Thiodan) 35 E.C Ltrs 4511 380.00 1.00 380.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.10 0.10
m
380.10
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 3.80
m
383.90
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 57.59
m
Cost per Ltr Litre 0.00 441.49
161804 iv. Malathion 50 E.C.
Cost for Ltr
Materials
Malathion 50 E.C. Ltrs 4512 250.00 1.00 250.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.10 0.10
m
250.10
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.50
m
252.60
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 37.89
m
Cost per Ltr Litre 0.00 290.49

161805 v. Rogor 30 E.C.

Cost for Ltr
Materials
Rogor 30 E.C. Ltrs 4513 320.00 1.00 320.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.10 0.10
m
320.10
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 3.20
m
323.30
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 48.50
m

Page 521
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Cost per Ltr Litre 0.00 371.80

161806 vi. Nuvan 100 E.C.
Cost for Ltr
Materials
Nuvan 100 E.C. Ltrs 4514 610.00 1.00 610.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.40 0.40
m
610.40
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 6.10
m
616.50
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 92.48
m
Cost per Ltr Litre 0.00 708.98

161807 vii. Dimecron 100 E.C

Cost for Ltr
Materials
Dimecron 100 E.C Ltrs 4515 610.00 1.00 610.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.30 0.30
m
610.30
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 6.10
m
616.40
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 92.46
m
Cost per Ltr Litre 0.00 708.86

161808 viii. Bavistin (100 gm packet)

Cost for Each
Materials
Bavistin (100 gm pack) Each 4516 65.00 1.00 65.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.10 0.10
m
65.10
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.65
m
65.75

Page 522
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 9.86
m
Cost per Each Packet 0.00 75.61
161809 ix. Dithan-M45.
Cost for Kg
Materials
Dithan-M45. Kg 4517 220.00 1.00 220.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.20 0.20
m
220.20
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.20
m
222.40
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 33.36
m
Cost per Kg Kg 0.00 255.76

161810 x. Blitox
Cost for Kg
Materials
Blitox Kg 4518 190.00 1.00 190.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.20 0.20
m
190.20
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.90
m
192.10
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 28.82
m
Cost per Kg Kg 0.00 220.92

161811 xi. Furadon. 3 G

Cost for Kg
Materials
Furadon. 3 G Kg 4519 75.00 1.00 75.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.10 0.10
m
75.10

Page 523
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.75
m
75.85
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 11.38
m
Cost per Kg Kg 0.00 87.23
161812 xii. Thimet 10 G
Cost for Kg
Materials
Thimet 10 G Kg 4520 65.00 1.00 65.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.10 0.10
m
65.10
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.65
m
65.75
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 9.86
m
Cost per Kg Kg 0.00 75.61
161813 xiii. Chlorpyriphos (For termite control)
Cost for Ltr
Materials
Chlorpyriphos 20% E.C. I Lindane 20% E.C. litre 7022 284.00 1.00 284.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.20 0.20
m
284.20
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.84
m
287.04
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 43.06
m
Cost per Ltr litre 0.00 330.10
161814 xiv. Durmet (for termite control)
Cost for Ltr
Materials
Durmet (for termite control) litre 4522 380.00 1.00 380.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.20 0.20
m
380.20

Page 524
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 3.80
m
384.00
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 57.60
m
Cost per Ltr litre 0.00 441.60
161900 WEEDICIDE
161910 i. Glyphosate
Cost for Ltr
Materials
Clyphosate litre 4523 425.00 1.00 425.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.40 0.40
m
425.40
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 4.25
m
429.65
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 64.45
m
Cost per Ltr litre 0.00 494.10

161911 ii. 2-4 D ethyl ester

Cost for Ltr
Materials
2-4 D ethal ester litre 4524 240.00 1.00 240.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.40 0.40
m
240.40
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.40
m
242.80
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 36.42
m
Cost per Ltr litre 0.00 279.22

161920 SUPPLY OF FERTILIZER/ORGANIC MANURE

161921 i. Super phosphate
Cost for Kg
Materials

Page 525
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Super Phosphate Kg 9510 65.00 1.00 65.00

Sundries (no rates reqd.) Lumpsu 9999 1.00 0.10 0.10
m
65.10
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.65
m
65.75
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 9.86
m
Cost per Kg Kg 0.00 75.61

161922 ii. Potash

Cost for Kg
Materials
Murate of Potash Kg 9511 65.00 1.00 65.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.10 0.10
m
65.10
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.65
m
65.75
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 9.86
m
Cost per Kg Kg 0.00 75.61

161923 iii. NPK 12:32:16 etc.

Cost for Kg
Materials
NPK 12:32:16 etc. Kg 4527 60.00 1.00 60.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.10 0.10
m
60.10
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.60
m
60.70
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 9.11
m
Cost per Kg Kg 0.00 69.81

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Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

161924 iv. Urea 46%

Cost for Kg
Materials
Urea 46% Kg 9513 10.00 1.00 10.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.10 0.10
m
10.10
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.10
m
10.20
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 1.53
m
Cost per Kg Kg 0.00 11.73

161925 v. DAP
Cost for Kg
Materials
D.A.P. Kg 9512 30.00 1.00 30.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.10 0.10
m
30.10
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.30
m
30.40
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 4.56
m
Cost per Kg Kg 0.00 34.96
161926 vi. Zinc Sulphate
Cost for Kg
Materials
Zinc Sulphate Kg 4530 60.00 1.00 60.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.10 0.10
m
60.10
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.60
m
60.70
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 9.11
m

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 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Cost per Kg Kg 0.00 69.81

161927 vii. Rose mixture

Cost for Kg
Materials
Rose mixture Kg 4531 50.00 1.00 50.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.10 0.10
m
50.10
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.50
m
50.60
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 7.59
m
Cost per Kg Kg 0.00 58.19
161928 viii. Neem Cake
Cost for Kg
Materials
Neem Cake Kg 9514 10.00 1.00 10.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.05 0.05
m
10.05
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.10
m
10.15
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 1.52
m
Cost per Kg Kg 0.00 11.67
161929 ix. Mustard cake
Cost for Kg
Materials
Mustard Cake Kg 9506 25.00 1.00 25.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.05 0.05
m
25.05
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.25
m
25.30

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Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 3.80
m
Cost per Kg Kg 0.00 29.10

161930 x. Bone dust

Cost for Kg
Materials
Bone Dust Kg 9508 25.00 1.00 25.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.05 0.05
m
25.05
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.25
m
25.30
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 3.80
m
Cost per Kg Kg 0.00 29.10

161931 xi. Neem shield

Cost for Kg
Materials
Neem shield Kg 4535 35.00 1.00 35.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.05 0.05
m
35.05
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.35
m
35.40
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 5.31
m
Cost per Kg Kg 0.00 40.71

161932 xii. Amonium Sulphate

Cost for Kg
Materials
Ammonium Sulphate Kg 9509 25.00 1.00 25.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.05 0.05
m
25.05

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Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.25
m
25.30
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 3.80
m
Cost per Kg Kg 0.00 29.10

161933 xiii. Som/Shakti or equivalent (bio organic manure made of sugar by product
etc.)
Cost for Kg
Materials
Som/Shakti Kg 4537 15.00 1.00 15.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.05 0.05
m
15.05
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.15
m
15.20
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 2.28
m
Cost per Kg Kg 0.00 17.48

161934 xiv. Sterameal/Agromeal or equivalent

Cost for Kg
Materials
Sterameal/Agromeal Kg 4538 10.00 1.00 10.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.05 0.05
m
10.05
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.10
m
10.15
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 1.52
m
Cost per Kg Kg 0.00 11.67
161940 HORMONES/PLANTS TONIC
161941 a. Rootex/Seradex
Cost for gm
Materials

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Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Rootex/Seradex 10 gm 4539 60.00 1.00 60.00

Sundries (no rates reqd.) Lumpsu 9999 1.00 0.01 0.01
m
60.01
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.60
m
60.61
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 9.09
m
Cost per gm gm 0.00 69.70
161942 b. Agri Sorb plus
Cost for Kg
Materials
Agri Sorb plus Kg 4540 650.00 1.00 650.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.10 0.10
m
650.10
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 6.50
m
656.60
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 98.49
m
Cost per Kg Kg 0.00 755.09
161943 c. Planofix
Cost for Ltr
Materials
Planofix litre 4541 480.00 1.00 480.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.40 0.40
m
480.40
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 4.80
m
485.20
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 72.78
m
Cost per Ltr Litre 0.00 557.98
161950 DIFFERENT STONES REQUIRED FOR WATER FALL / LANDSCAPING
161951 a. Supply of chilker/khokhal stone of different sizes as per instruction of officer-
in-charge. Delivery at site

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Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Cost for MT
Materials
Chilker/khokhal stone MT 4542 700.00 1.00 700.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
701.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 7.01
m
708.01
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 106.20
m
Cost per MT MT 0.00 814.21
161952 b. Supply of kali slate stone of different sizes as per instruction of Officer-in-
charge. Delivery at site
Cost for MT
Materials
Kali slate stone MT 4543 900.00 1.00 900.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
901.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 9.01
m
910.01
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 136.50
m
Cost per MT MT 0.00 1046.51
161953 c. Supply of white marble stone of different sizes as per instruction of Officer-
in-charge. Delivery at site
Cost for MT
Materials
White marble stone MT 4544 1000.00 1.00 1000.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
1001.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 10.01
m
1011.01
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 151.65
m

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Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Cost per MT MT 0.00 1162.66

161954 d. Supply of khanger (Clinker) stone of different sizes as per instruction of
officer-in-charge. Delivery at site
Cost for cft
Materials
Khanger (Clinker) stone Cum 4545 700.00 1.00 700.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 8.75 8.75
m
708.75
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 7.09
m
715.84
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 107.38
m
Cost per cum cum 0.00 823.21
161955 e. Supply of Haridwar pebbles of different sizes as per instruction of officer-in-
charge. Delivery at site
Cost for MT
Materials
Haridwar pebbles MT 4546 1000.00 1.00 1000.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
1001.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 10.01
m
1011.01
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 151.65
m
Cost per MT MT 0.00 1162.66
161960 SUPPLY OF BULBS (Fully rested)
161961 a. Gladioli (different colors - American/Dutch hybrid of sizes 40mm to 50mm
dia)
Cost for Each
Materials
Gladioli Each 4547 8.00 1.00 8.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.10 0.10
m
8.10

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Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.08
m
8.18
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 1.23
m
Cost per each Each 0.00 9.41
161962 b. Narcissus
Cost for Each
Materials
Narcissus Each 4548 10.00 1.00 10.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.10 0.10
m
10.10
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.10
m
10.20
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 1.53
m
Cost per each Each 0.00 11.73
161963 c. Amaryllis
Cost for Each
Materials
Amaryllis Each 4549 10.00 1.00 10.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.10 0.10
m
10.10
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.10
m
10.20
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 1.53
m
Cost per each Each 0.00 11.73
161964 d. Lily (Asiatic)
Cost for Each
Materials
Lily (Asiatic) Each 4550 35.00 1.00 35.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.10 0.10
m
35.10

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 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.35
m
35.45
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 5.32
m
Cost per each Each 0.00 40.77
161965 e. Daffodil
Cost for Each
Materials
Daffodil Each 4551 40.00 1.00 40.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.10 0.10
m
40.10
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.40
m
40.50
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 6.08
m
Cost per each Each 0.00 46.58
161966 f. Lilium
Cost for Each
Materials
Lilium Each 4552 35.00 1.00 35.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.10 0.10
m
35.10
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.35
m
35.45
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 5.32
m
Cost per each Each 0.00 40.77
161967 o. Ornithogellum
Cost for Each
Materials
Ornithogellum Each 4553 10.00 1.00 10.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.10 0.10
m
10.10

Page 535
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.10
m
10.20
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 1.53
m
Cost per each Each 0.00 11.73
161968 h. Tulip
Cost for Each
Materials
Tulip Each 4554 40.00 1.00 40.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.10 0.10
m
40.10
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.40
m
40.50
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 6.08
m
Cost per each Each 0.00 46.58
161969 i. Hyacinth
Cost for Each
Materials
Hyacinth Each 4555 50.00 1.00 50.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.10 0.10
m
50.10
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.50
m
50.60
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 7.59
m
Cost per each Each 0.00 58.19
161970 j. Caladium
Cost for Each
Materials
Caladium Each 4556 5.00 1.00 5.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.10 0.10
m
5.10

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 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.05
m
5.15
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 0.77
m
Cost per each Each 0.00 5.92
161971 k. Football lily
Cost for Each
Materials
Football lily Each 4557 10.00 1.00 10.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.10 0.10
m
10.10
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.10
m
10.20
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 1.53
m
Cost per each Each 0.00 11.73
161972 l. Anemone
Cost for Each
Materials
Anemone Each 4558 15.00 1.00 15.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.10 0.10
m
15.10
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.15
m
15.25
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 2.29
m
Cost per each Each 0.00 17.54
161973 m. Fressia
Cost for Each
Materials
Fressia Each 4559 10.00 1.00 10.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.10 0.10
m
10.10

Page 537
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.10
m
10.20
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 1.53
m
Cost per each Each 0.00 11.73
161974 n. Iris
Cost for Each
Materials
Iris Each 4560 30.00 1.00 30.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.10 0.10
m
30.10
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.30
m
30.40
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 4.56
m
Cost per each Each 0.00 34.96
161980 SUPPLY OF ROOTED CUTTINGS
161981 a. Dahlia of different varieties
Cost for Each
Materials
Dahlia of different varieties Each 4561 5.00 1.00 5.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.10 0.10
m
5.10
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.05
m
5.15
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 0.77
m
Cost per each Each 0.00 5.92
161982 b. Chrysanthemum of different varieties
Cost for Each
Materials
Chrysanthemum of different varieties Each 4562 5.00 1.00 5.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.10 0.10
m

Page 538
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

5.10
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.05
m
5.15
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 0.77
m
Cost per each Each 0.00 5.92
161983 c. Carnation
Cost for Each
Materials
Carnation Each 4563 15.00 1.00 15.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.10 0.10
m
15.10
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.15
m
15.25
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 2.29
m
Cost per each Each 0.00 17.54
161984 d. Gerbera (hybrid suckers)
Cost for Each
Materials
Gerbera (hybrid suckers) Each 4564 35.00 1.00 35.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.10 0.10
m
35.10
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.35
m
35.45
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 5.32
m
Cost per each Each 0.00 40.77
161990 Supply of Moss grass stick made of superior quality PVC pipe 20mm dia & 3’
long covered around with thick layer of moss grass with chicken wire mash
Cost for Each
Materials
Moss grass stick 3’ long Each 4565 35.00 1.00 35.00

Page 539
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Sundries (no rates reqd.) Lumpsu 9999 1.00 0.10 0.10

m
35.10
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.35
m
35.45
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 5.32
m
Cost per each Each 0.00 40.77
162000 Supply of Moss grass stick made of sup. quality PVC pipe 20mm dia & 4’ long
covered around with thick layer of moss grass with chicken wire mesh /
synthetic mesh
Cost for Each
Materials
Moss grass stick 4’ long Each 4566 40.00 1.00 40.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.20 0.20
m
40.20
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.40
m
40.60
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 6.09
m
Cost per each Each 0.00 46.69
162010 Supply of Moss grass cleaned
Cost for Kg
Materials
Moss grass No.1 cleaned Kg 4567 60.00 1.00 60.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.10 0.10
m
60.10
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.60
m
60.70
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 9.11
m
Cost per Kg Kg 0.00 69.81
162020 Supply of water proofing cement paint of different color
Cost for Kg

Page 540
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Materials
Water proofing cement paint Kg 4568 30.00 1.00 30.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.05 0.05
m
30.05
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.30
m
30.35
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 4.55
m
Cost per Kg Kg 0.00 34.90
162030 Supply of polythene bags 100 micron for raising plants as per direction officer
incharge
Cost for Kg
Materials
Polythene bags 100 micron Kg 4569 75.00 1.00 75.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.10 0.10
m
75.10
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.75
m
75.85
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 11.38
m
Cost per Kg Kg 0.00 87.23
162040 Supply of HDPE - plastic agro shading net : color green/white/black Shade 5-
50%- 60%- 75% and Width 3 m
Cost for sqm
Materials
HDPE- plastic agro shading net Sqm 4570 35.00 1.00 35.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.10 0.10
m
35.10
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.35
m
35.45
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 5.32
m
Cost per sqm Sqm 0.00 40.77

Page 541
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

162050 Supply Of Plants/Trees {Notes - Supplying well grown plants-bushy and

healthy, minimum height as specified (exposed height) including all lead & lift,
carriage, handling etc.} (Size of pot will be upper inner dia of pot)
162060 Avenue Plants
162061 Alstonia scholaris of height 150-180 cm in earthen pots of size 25 cm
Cost for Plant
Materials
Alstonia scholaris of height 150-180 cm in earthen pots of size 25 cm Each 4571 65.00 1.00 65.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.20 0.20
m
65.20
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.65
m
65.85
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 9.88
m
Cost per plant Each 0.00 75.73
162062 Alstonia scholaris of height above 180 cm in earthen pots of size 25 cm
Cost for Plant
Materials
Araucaria cookie of height 75-90 cm in earthen pots of size 25 cm Each 4572 200.00 1.00 200.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.20 0.20
m
200.20
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.00
m
202.20
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 30.33
m
Cost per plant Each 0.00 232.53
162063 Azadirachta Indica (Neem) of height 120-135 cm in big polybag of size 25-
30cm
Cost for Plant
Materials
Azadirachta Indica (Neem) of height 120-135 cm in big polybag of size 25- Each 4573 50.00 1.00 50.00
30cm
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.20 0.20
m
50.20

Page 542
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.50
m
50.70
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 7.61
m
Cost per plant Each 0.00 58.31
162064 Bassis latifolia (Mahua) of height 90-120cm in big polybag of size 25-30cm
Cost for Plant
Materials
Bassis latifolia (Mahua) of height 90-120cm in big polybag of size 25-30cm Each 4574 50.00 1.00 50.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.20 0.20
m
50.20
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.50
m
50.70
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 7.61
m
Cost per plant Each 0.00 58.31
162065 Bauhinia purpurea (Kachnar) of height 60-90 cm in big polybag of size 25-
30cm
Cost for Plant
Materials
Bauhinia purpurea (Kachnar) of height 60-90 cm in big polybag of size 25- Each 4575 35.00 1.00 35.00
30cm
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.20 0.20
m
35.20
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.35
m
35.55
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 5.33
m
Cost per plant Each 0.00 40.88
162066 Bottle palm of height 150-165 cm in earthen pots of size 30 cm
Cost for Plant
Materials
Bottel palm of height 150-165 cm in earthen pots of size 30 cm Each 4576 75.00 1.00 75.00

Page 543
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Sundries (no rates reqd.) Lumpsu 9999 1.00 0.20 0.20

m
75.20
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.75
m
75.95
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 11.39
m
Cost per plant Each 0.00 87.34
162067 Butea frondosa (Flame of forest) of height 60-90 cm in big polybag of size 25-
30cm
Cost for Plant
Materials
Butea frondosa (Flame of forest) of height 60-90 cm in big polybag of size 25- Each 4577 50.00 1.00 50.00
30cm
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.20 0.20
m
50.20
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.50
m
50.70
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 7.61
m
Cost per plant Each 0.00 58.31
162068 Caryota mitis (Fish tail palm ) of height 120-135 in each earthen pots of size
25cm
Cost for Plant
Materials
Caryota mitis (Fish tail palm) of height 120-135 in each earthen pots of size Each 4578 75.00 1.00 75.00
25cm
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.50 0.50
m
75.50
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.76
m
76.26
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 11.44
m
Cost per plant Each 0.00 87.69

Page 544
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

162069 Casuarina equisitifolia of height 120-135 cm in big polybag of size 25-30cm

Cost for Plant
Materials
Casuarina equisitifolia of height 120-135 cm in big polybag of size 25-30cm Each 4579 50.00 1.00 50.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.20 0.20
m
50.20
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.50
m
50.70
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 7.61
m
Cost per plant Each 0.00 58.31
162070 Cassia fistula (Amaltash) of height 120-135cm in big polybag of size 25-30cm

Cost for Plant

Materials
Cassia fistula (Amaltash) of height 120-135cm in big polybag of size 25-30cm Each 4580 50.00 1.00 50.00

Sundries (no rates reqd.) Lumpsu 9999 1.00 0.20 0.20

m
50.20
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.50
m
50.70
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 7.61
m
Cost per plant Each 0.00 58.31
162071 Cassia siamea of height 120-135cm in big polybag of size 25-30cm
Cost for Plant
Materials
Cassia siamea of height 120-135cm in big polybag of size 25-30cm Each 4581 40.00 1.00 40.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.20 0.20
m
40.20
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.40
m
40.60

Page 545
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 6.09
m
Cost per plant Each 0.00 46.69
162072 Chukrassia tabularis of height 150-165cm in big polybag of size25-30cm
Cost for Plant
Materials
Chukrassia tabularis of height 150-165cm in big polybag of size 25-30cm Each 4582 50.00 1.00 50.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.20 0.20
m
50.20
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.50
m
50.70
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 7.61
m
Cost per plant Each 0.00 58.31
162073 China Palm of leaves 4-5 in earthen pots size 25cm
Cost for Plant
Materials
China Palm of leaves 4-5 in earthen pots size 25cm Each 4583 150.00 1.00 150.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.20 0.20
m
150.20
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.50
m
151.70
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 22.76
m
Cost per plant Each 0.00 174.46
162074 Chorisia speciosa of height 120-135 cm in big polybag of size 25-30cm
Cost for Plant
Materials
Chorisia speciosa of height 120-135 cm in big polybag of size 25-30cm Each 4584 50.00 1.00 50.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.20 0.20
m
50.20
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.50
m
50.70

Page 546
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 7.61
m
Cost per plant Each 0.00 58.31
162075 Ceiba pentandra of height 120-135 cm in big polybag of size 25-30cm
Cost for Plant
Materials
Ceiba pentandra of height 120-135 cm in big polybag of size 25-30cm Each 4585 50.00 1.00 50.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.20 0.20
m
50.20
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.50
m
50.70
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 7.61
m
Cost per plant Each 0.00 58.31
162076 Cycus revoluta (Cycus palm) of leaves 10-15 in earthen pots of size 30cm
Cost for Plant
Materials
Cycus revoluta (Cycus palm) of leaves 10-15 in earthen pots of size 30cm Each 4586 750.00 1.00 750.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
751.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 7.51
m
758.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 113.78
m
Cost per plant Each 0.00 872.29
162077 Cycus revoluta (Cycus palm) of leaves 20-25 in cement each pot size 35cm
Cost for Plant
Materials
Cycus revoluta (Cycus palm) of leaves 20-25 in cement each pot size 35cm Each 4587 1200.00 1.00 1200.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 2.00 2.00
m
1202.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 12.02
m
1214.02

Page 547
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 182.10
m
Cost per plant Each 0.00 1396.12
162078 Cycus revoluta of leaves 35-40 in cement pots of size 45 cm
Cost for Plant
Materials
Cycus revoluta of leaves 35-40 in cement pots of size 45 cm Each 4588 2500.00 1.00 2500.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 2.00 2.00
m
2502.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 25.02
m
2527.02
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 379.05
m
Cost per plant Each 0.00 2906.07
162079 Dalbergia sissoo (seas am) of height 120-135 cm in big each polybag of size
25-30cm
Cost for Plant
Materials
Dalbergia sissoo (seas am) of height 120-135 cm in big each polybag of size Each 4589 35.00 1.00 35.00
25-30cm
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.20 0.20
m
35.20
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.35
m
35.55
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 5.33
m
Cost per plant Each 0.00 40.88
162080 Delonix regia (Gulmohar) of height 135-150 cm in big each polybag of size 25-
30cm
Cost for Plant
Materials
Delonix regia (Gulmohar) of height 135-150 cm in big each polybag of size 25- Each 4590 40.00 1.00 40.00
30cm
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.20 0.20
m

Page 548
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

40.20
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.40
m
40.60
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 6.09
m
Cost per plant Each 0.00 46.69
162081 Erythrian Indica of height 90-120 cm in big polybag of size 25-30cm
Cost for Plant
Materials
Erythrian Indica of height 90-120 cm in big polybag of size 25-30cm Each 4591 150.00 1.00 150.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.20 0.20
m
150.20
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.50
m
151.70
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 22.76
m
Cost per plant Each 0.00 174.46
162082 Eugenia Jambolana (Jamun) of height 120-135 cm in big polybag of size 25-
30cm
Cost for Plant
Materials
Eugenia Jambolana (Jamun) of height 120-135 cm in big polybag of size 25- Each 4592 35.00 1.00 35.00
30cm
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.20 0.20
m
35.20
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.35
m
35.55
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 5.33
m
Cost per plant Each 0.00 40.88
162083 Ficus benjmina (green of height 120-135 cm in big polybag size 25-30cm
Cost for Plant
Materials
Ficus benjmina (green of height 120-135 cm in big polybag size 25-30cm Each 4593 40.00 1.00 40.00

Page 549
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00

m
41.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.41
m
41.41
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 6.21
m
Cost per plant Each 0.00 47.62
162084 Ficus bengalensis (Barged) of height 90-120 cm in big polybag size 25-30cm
Cost for Plant
Materials
Ficus bengalensis (Barged) of height 90-120 cm in big polybag size 25-30cm Each 4594 35.00 1.00 35.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.50 0.50
m
35.50
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.36
m
35.86
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 5.38
m
Cost per plant Each 0.00 41.23
162085 Ficus bengalensis (variegated) of height 60-75 cm in earthen pots size 30cm
Cost for Plant
Materials
Ficus bengalensis (variegated) of height 60-75 cm in earthen pots size 30cm Each 4595 100.00 1.00 100.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.20 0.20
m
100.20
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.00
m
101.20
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 15.18
m
Cost per plant Each 0.00 116.38
162086 Ficus blackii (F.Vivion) well branched (Bushy) of height 120-135 cm in earthen
pots of size 30cm
Cost for Plant
Materials

Page 550
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Ficus blackii (F.Vivion)well branched (Bushy) of height 120-135 cm in earthen Each 4596 150.00 1.00 150.00
pots of size 30cm
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
151.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.51
m
152.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 22.88
m
Cost per plant Each 0.00 175.39
162087 Ficus elastica Decora (Rubber plant) of height 45-60 cm in each earthen pots
of size 25 cm
Cost for Plant
Materials
Ficus elastica Decora (Rubber plant) of height 45-60 cm in each earthen pots Each 4597 40.00 1.00 40.00
of size 25 cm
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.20 0.20
m
40.20
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.40
m
40.60
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 6.09
m
Cost per plant Each 0.00 46.69
162088 Ficus infectoria (Pilkhan) of height 135-150 cm in big polybag of size 25-30cm

Cost for Plant

Materials
Ficus infectoria (Pilkhan) of height 135-150 cm in big polybg of size 25-30cm Each 4598 50.00 1.00 50.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.20 0.20
m
50.20
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.50
m
50.70
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 7.61
m

Page 551
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Cost per plant Each 0.00 58.31

162089 Ficus Lyrata of height 45-60 cm in earthen pots of size 25 cm
Cost for Plant
Materials
Ficus Lyrata of height 45-60 cm in earthen pots of size 25 cm Each 4599 50.00 1.00 50.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.20 0.20
m
50.20
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.50
m
50.70
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 7.61
m
Cost per plant Each 0.00 58.31
162090 Ficus regnold well branched (bushy) of height 120-135cm in cement pos of
size 35cm
Cost for Plant
Materials
Ficus Lyrata of height 45-60 cm in earthen pots of size 25 cm Each 4600 50.00 1.00 50.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
51.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.51
m
51.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 7.73
m
Cost per plant Each 0.00 59.24
162091 Ficus religiosa (Peepal) of height 120-135 cm in big polybag of size 30-35cm
Cost for Plant
Materials
Ficus religiosa (Pepal) of heigh 120-135 cm in big polybag of size 30-35cm Each 4601 35.00 1.00 35.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.20 0.20
m
35.20
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.35
m
35.55

Page 552
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 5.33
m
Cost per plant Each 0.00 40.88
162092 Ficus retusa well branched of height 120-135 cm in earthen pots of 25cm
Cost for Plant
Materials
Ficus retusa well branched of height 120-135 cm in earthen pots of 25cm Each 4602 50.00 1.00 50.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
51.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.51
m
51.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 7.73
m
Cost per plant Each 0.00 59.24
162093 Ficus shiela of height 120-135 cm in big polybag of size 30-35cm
Cost for Plant
Materials
Ficus shiela of height 120-135 cm in big polybag of size 30-35cm Each 4603 60.00 1.00 60.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.20 0.20
m
60.20
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.60
m
60.80
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 9.12
m
Cost per plant Each 0.00 69.92
162094 Ficus starlite of height 60-75cm in earthen pots size 25 cm
Cost for Plant
Materials
Ficus starlite of height 60-75cm in earthen pots size 25 cm Each 4604 250.00 1.00 250.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
251.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.51
m
253.51

Page 553
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 38.03
m
Cost per plant Each 0.00 291.54
162095 Ficus starlite of height 90-105 cm in cement pots of size 35 cm
Cost for Plant
Materials
Ficus starlite of height 90-105 cm in cement pots of size 35 cm Each 4605 500.00 1.00 500.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
501.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 5.01
m
506.01
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 75.90
m
Cost per plant Each 0.00 581.91
162096 Grevillea robusta (Silver Oak) of height 150-165cm in big polybag of size 30-35
cm
Cost for Plant
Materials
Grevillea robusta (Silver Oak) of height 150-165cm in big polybag of size 30-35 Each 4606 70.00 1.00 70.00
cm
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
71.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.71
m
71.71
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 10.76
m
Cost per plant Each 0.00 82.47
162097 Heterophragma adenophyllum (Marore fail) of height 120-135cm in big polybag
of size 30-35cm
Cost for Plant
Materials
Heterophragma adenophyllum (Marore fail) of height 120-135cm in big polybag Each 4607 70.00 1.00 70.00
of size 30-35cm
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m

Page 554
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

71.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.71
m
71.71
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 10.76
m
Cost per plant Each 0.00 82.47
162098 Jacaranda mimosifolia of height 90-120cm in big polybag of size 30-35cm
Cost for Plant
Materials
Jacaranda mimosifolia of height 90-120cm in big polybag of size 30-35cm Each 4608 75.00 1.00 75.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
76.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.76
m
76.76
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 11.51
m
Cost per plant Each 0.00 88.27
162099 Juniperus chinenses of height 120-135cm in cement pots of size 35cm
Cost for Plant
Materials
Jacaranda mimosifolia of height 90-120cm in big polybag of size 30-35cm Each 4609 75.00 1.00 75.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
76.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.76
m
76.76
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 11.51
m
Cost per plant Each 0.00 88.27
162100 Kigelia pinnta of height 90-120cm in big polybag of size 30-35cm
Cost for Plant
Materials
Kigelia pinnta of height 90-120cm in big polybag of size 30-35cm Each 4610 50.00 1.00 50.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m

Page 555
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

51.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.51
m
51.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 7.73
m
Cost per plant Each 0.00 59.24
162101 Lagerstroemia flosreginae of height 120-135cm in big polybag of size 30-35cm

Cost for Plant

Materials
Lagerstroemia flosreginae of height 120-135cm in big polybag of size 30-35cm Each 4839 35.00 1.00 35.00

Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00

m
36.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.36
m
36.36
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 5.45
m
Cost per plant Each 0.00 41.81
162102 Largerstroemia thorelli of height 120-135cm in big polybag of size 30-35cm
Cost for Plant
Materials
Largerstroemia thorelli of height 120-135cm in big polybag of size 30-35cm Each 4611 35.00 1.00 35.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
36.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.36
m
36.36
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 5.45
m
Cost per plant Each 0.00 41.81
162103 Lavestonia rotundifolia (Lavestonia palm) of leaves 4-5 in earthen pots of size
25cm
Cost for Plant
Materials

Page 556
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Lavestonia rotundifolia (Lavestonia palm) of leaves 4-5 in earthen pots of size Each 4612 75.00 1.00 75.00
25cm
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
76.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.76
m
76.76
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 11.51
m
Cost per plant Each 0.00 88.27
162104 Mangifera Indica (Mango of height 60-75 cm in big polybag of size 30-35cm
Cost for Plant
Materials
Mangifera Indica (Mango of height 60-75 cm in big polybg of size 30-35cm Each 4613 40.00 1.00 40.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
41.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.41
m
41.41
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 6.21
m
Cost per plant Each 0.00 47.62
162105 Melia azedarach of height 60-90 cm in big polybag of size 30-35cm
Cost for Plant
Materials
Melia azedarach of height 60-90 cm in big polybag of size 30-35cm Each 4614 55.00 1.00 55.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
56.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.56
m
56.56
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 8.48
m
Cost per plant Each 0.00 65.04
162106 Michelia champa (Golden Champa) of height 60-75 cm in earthen pots of size
25cm

Page 557
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Cost for Plant

Materials
Michelia champa (Golden Champa) of height 60-75 cm in earthen pots of size Each 4615 100.00 1.00 100.00
25cm
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
101.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.01
m
102.01
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 15.30
m
Cost per plant Each 0.00 117.31
162107 Milletia ovalifolia of height 60-70cm in big polybag of size 30-35cm
Cost for Plant
Materials
Milletia ovalifolia of height 60-70cm in big polybag of size 30-35cm Each 4616 50.00 1.00 50.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
51.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.51
m
51.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 7.73
m
Cost per plant Each 0.00 59.24
162108 Millingtonia hortensis of height 90-120cm in big polybag of size 30-35cm
Cost for Plant
Materials
Millingtonia hortensis of height 90-120cm in big polybag of size 30-35cm Each 4617 65.00 1.00 65.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
66.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.66
m
66.66
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 10.00
m
Cost per plant Each 0.00 76.66

Page 558
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

162109 Mimusops elengi (Maulsri) of height 150-165cm in big polybag of size 30-35cm

Cost for Plant

Materials
Mimusops elengi (Maulsri) of height 150-165cm in big polybag of size 30-35cm Each 4618 75.00 1.00 75.00

Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00

m
76.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.76
m
76.76
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 11.51
m
Cost per plant Each 0.00 88.27
162110 Nauclea Cadamba (Kadmba ) of height 90-120cm in big polybag of size 30-
35cm
Cost for Plant
Materials
Nauclea Cadamba (Kadmba ) of height 90-120cm in big polybag of size 30- Each 4619 55.00 1.00 55.00
35cm
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
56.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.56
m
56.56
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 8.48
m
Cost per plant Each 0.00 65.04
162111 Nyctanthes arbortrists (Harsingar) of height 45-60cm in earthen pots of size
20cm
Cost for Plant
Materials
Nyctanthes arbortrists (Harsingar) of height 45-60cm in earthen pots of size Each 4620 55.00 1.00 55.00
20cm
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
56.00

Page 559
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.56
m
56.56
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 8.48
m
Cost per plant Each 0.00 65.04
162112 Parkinsonia species of height 30-45cm in big polybag of size 30-35cm
Cost for Plant
Materials
Parkinsonia species of height 30-45cm in big polybag of size 30-35cm Each 4621 45.00 1.00 45.00
Sundries LS 9999 1.00 1.00 1.00
46.00
Add for water charges @ 1% 0.00
Total 46.00
Add for contractor profit @ 15% 0.00
Cost per plant Each 0.00 46.00
162113 Phoenix roebelenii (Phoenix palm) of 10-12 leaves in earthen pots of size
25cm
Cost for Plant
Materials
Phoenix roebelenii (Phoenix palm) of 10-12 leaves in earthen pots of size Each 4622 150.00 1.00 150.00
25cm
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
151.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.51
m
152.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 22.88
m
Cost per plant Each 0.00 175.39
162114 Pinus longifolia (Pinus) of height 90-120 cm in cement pots of size 35 cm
Cost for Plant
Materials
Pinus longifolia (Pinus) of height 90-120 cm in cement pots of size 35 cm Each 4623 250.00 1.00 250.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
251.00

Page 560
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.51
m
253.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 38.03
m
Cost per plant Each 0.00 291.54
162115 Plumeria acutifolia of height 120 to 135cm in gunny bags
Cost for Plant
Materials
Plumeria acutifolia of height 120-135cm in gunny bags Each 4624 75.00 1.00 75.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
76.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.76
m
76.76
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 11.51
m
Cost per plant Each 0.00 88.27
162116 Plumeria alba ht. well developed of height 120-135cm in gunny bags
Cost for Plant
Materials
Plumeria alba ht. well developed of height 120-135cm in gunny bags Each 4625 250.00 1.00 250.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
251.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.51
m
253.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 38.03
m
Cost per plant Each 0.00 291.54
162117 Plumeria alba 3-4 branched in of height 150-180cm in gunny bags
Cost for Plant
Materials
Plumeria alba 3-4 branched in of height 150-180cm in gunny bags Each 4626 750.00 1.00 750.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
751.00

Page 561
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 7.51
m
758.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 113.78
m
Cost per plant Each 0.00 872.29
162118 Pongamea glabra (Papdi) of height 120-135 cm in big polybag size 30-35cm
Cost for Plant
Materials
Pongamea glabra (Papdi) of height 120-135 cm in big polybag of size 30-35cm Each 4627 50.00 1.00 50.00

Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00

m
51.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.51
m
51.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 7.73
m
Cost per plant Each 0.00 59.24
162119 Polyalthia longifolia (Ashoka) of height 150-165cm in earthen pots of size
25cm
Cost for Plant
Materials
Polyalthia longifolia (Ashoka) of height 150-165cm in earthen pots of size Each 4628 170.00 1.00 170.00
25cm
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
171.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.71
m
172.71
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 25.91
m
Cost per plant Each 0.00 198.62
162120 Polyalthia pendula (Ashoka Pendula) of height 150-165 cm earthen pots of
size 25 cm
Cost for Plant
Materials

Page 562
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Polyalthia pendula (Ashoka Pendula) of height 150-165 cm earthen pots of Each 4629 170.00 1.00 170.00
size 25 cm
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
171.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.71
m
172.71
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 25.91
m
Cost per plant Each 0.00 198.62
162121 Pterospermum acerifolium (Kanak champa) of height 150-180 cm in big
polybag of size 30-35cm
Cost for Plant
Materials
Pterospermum acerifolium (Kanak champa) of height 150-180 cm in big Each 4630 90.00 1.00 90.00
polybag of size 30-35cm
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
91.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.91
m
91.91
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 13.79
m
Cost per plant Each 0.00 105.70
162122 Putranjiva roxburghii of height 60-75 cm in big polybag of size 30-35cm
Cost for Plant
Materials
Putranjiva roxburghii of height 60-75 cm in big polybag of size 30-35cm Each 4631 25.00 1.00 25.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
26.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.26
m
26.26
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 3.94
m
Cost per plant Each 0.00 30.20

Page 563
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

162123 Ravenala madagascariensis (Traveler palm ) of height 60-90cm in earthen

pots of size 30cm
Cost for Plant
Materials
Ravenala madagascariensis (Traveler palm ) of height 60-90cm in earthen Each 4632 150.00 1.00 150.00
pots of size 30cm
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
151.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.51
m
152.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 22.88
m
Cost per plant Each 0.00 175.39
162124 Saraca Indica (Sita Ashok) of height 60-75 cm in big each polybag of 30-35cm

Cost for Plant

Materials
Saraca Indica (Sita Ashok )of height 60-75 cm in big each polybag of 30-35cm Each 4633 75.00 1.00 75.00

Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00

m
76.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.76
m
76.76
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 11.51
m
Cost per plant Each 0.00 88.27
162125 Schleichera trijuga (Kusum) of height 150-165cm in big polybag of size 30-
35cm
Cost for Plant
Materials
Schleichera trijuga (Kusum) of height 150-165cm in big polybag of size 30- Each 4634 150.00 1.00 150.00
35cm
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
151.00

Page 564
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.51
m
152.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 22.88
m
Cost per plant Each 0.00 175.39
162126 Spathodea campanulata of height 120-135cm in big polybag of size 30-35cm
Cost for Plant
Materials
Spathodea campanulata of height 120-135cm in big polybag of size 30-35cm Each 4635 75.00 1.00 75.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
76.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.76
m
76.76
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 11.51
m
Cost per plant Each 0.00 88.27
162127 Tecoma Argentea of height 60-75 cm in big polybag of size 30-35cm
Cost for Plant
Materials
Tecoma Argentea of height 60-75 cm in big polybag of size 30-35cm Each 4636 75.00 1.00 75.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
76.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.76
m
76.76
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 11.51
m
Cost per plant Each 0.00 88.27
162128 Any other kind of tree of height 120-150 cm in earthen pots of size 25cm
Cost for Plant
Materials
Any other kind of tree of height 120-150 cm in earthen pots of size 25cm Each 4637 75.00 1.00 75.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
76.00

Page 565
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.76
m
76.76
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 11.51
m
Cost per plant Each 0.00 88.27
162129 Any other kind of tree of height 210-240-cm in gunny bag
Cost for Plant
Materials
Any other kind of tree of height 210-240-cm in gunny bag Each 4638 350.00 1.00 350.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
351.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 3.51
m
354.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 53.18
m
Cost per plant Each 0.00 407.69
162200 Shrubs
162201 Acalypha species (Red/Green of height 30-45 cm in earthen pots of size 25 cm

Cost for Plant

Materials
Acalypha species (Red/Green of height 30-45 cm in earthen pots of size 25 cm Each 4639 50.00 1.00 50.00

Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00

m
51.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.51
m
51.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 7.73
m
Cost per plant Each 0.00 59.24
162202 Acalypha species (red/green ) of height 30-45 cm in earthen pots of size 20 cm

Cost for Plant

Materials

Page 566
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Acalypha species (red/green) of height 30-45 cm in earthen pots of size 20 cm Each 4640 35.00 1.00 35.00

Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00

m
36.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.36
m
36.36
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 5.45
m
Cost per plant Each 0.00 41.81
162203 Adenium obesum of height 45-60 cm in earthen pots of 25 cm
Cost for Plant
Materials
Adenium obesum of height 45-60 cm in earthen pots of 25 cm Each 4641 250.00 1.00 250.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
251.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.51
m
253.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 38.03
m
Cost per plant Each 0.00 291.54
162204 Adenium obesum well branched specimen plant of height 60-75 cm in earthen
pots of size 30 cm
Cost for Plant
Materials
Adenium obesum well branched specimen plant of height 60-75 cm in earthen Each 4642 1500.00 1.00 1500.00
pots of size 30 cm
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
1501.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 15.01
m
1516.01
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 227.40
m
Cost per plant Each 0.00 1743.41

Page 567
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

162205 Allamanada cathertica of height 45-60 cm in earthen pots of size 20 cm

Cost for Plant
Materials
Allamanada cathertica of height 45-60 cm in earthen pots of size 20 cm Each 4643 50.00 1.00 50.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
51.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.51
m
51.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 7.73
m
Cost per plant Each 0.00 59.24
162206 Bauhinia tomentosa (Yellow )of height 30-45 cm in earthen pos of size 20cm
Cost for Plant
Materials
Bauhinia tomentosa (Yellow )of height 30-45 cm in earthen pos of size 20cm Each 4644 35.00 1.00 35.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
36.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.36
m
36.36
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 5.45
m
Cost per plant Each 0.00 41.81
162207 Beloperone species of height 30-45 cm in earthen pots of size20cm
Cost for Plant
Materials
Beloperone species of height 30-45 cm in earthen pots of size 20cm Each 4645 50.00 1.00 50.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
51.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.51
m
51.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 7.73
m
Cost per plant Each 0.00 59.24

Page 568
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

162208 Bougainvillea (mix variety) of height 30-45 cm in polybag of size 10-15 cm

Cost for Plant
Materials
Bougainvillea (mix variety) of height 30-45 cm in polybag of size 10-15 cm Each 4646 25.00 1.00 25.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
26.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.26
m
26.26
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 3.94
m
Cost per plant Each 0.00 30.20
162209 Bougainvillea (mix variety) of height 30-45 cm in earthen pots 20cm
Cost for Plant
Materials
Bougainvillea (mix variety) of height 30-45 cm in earthen pots 20cm Each 4647 250.00 1.00 250.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
251.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.51
m
253.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 38.03
m
Cost per plant Each 0.00 291.54
162210 Bougainvillea (named variety, bushy plant full bloom) of height 45-60 cm in
cement pots of size 30cm
Cost for Plant
Materials
Bougainvillea (named variety, bushy plant full bloom) of height 45-60 cm in Each 4648 150.00 1.00 150.00
cement pots of size 25cm
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
151.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.51
m
152.51

Page 569
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 22.88
m
Cost per plant Each 0.00 175.39
162211 Bougainvillea named variety, bushy plant full bloom of height 30-45 cm in
earthen pots of size 25 cm
Cost for Plant
Materials
Bougainvillea named variety, bushy plant full bloom of height 30-45 cm in Each 4649 60.00 1.00 60.00
earthen pots of size 25 cm.
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
61.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.61
m
61.61
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 9.24
m
Cost per plant Each 0.00 70.85
162212 Bougainvillea (Named variety, bushy plant in full bloom, healthy plant of height
60-75 cm in cement pot of size 35 cm
Cost for Plant
Materials
Bougainvillea (Named variety, bushy plant in full bloom, healthy plant of height Each 4650 270.00 1.00 270.00
60-75 cm in cement pot of size 35 cm
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
271.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.71
m
273.71
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 41.06
m
Cost per plant Each 0.00 314.77
162213 Budded roses of mixed variety, in bloom in polybag of size 30-35 cm
Cost for Plant
Materials
Budded roses (H.t) mixed variety, in bloom in polybag of size 30-35 cm Each 4651 50.00 1.00 50.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m

Page 570
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

51.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.51
m
51.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 7.73
m
Cost per plant Each 0.00 59.24
162214 Budded roses (H.T) named variety, in bloom in cement pots of size 25 cm in
polybag of size 30-35 cm
Cost for Plant
Materials
Budded roses (H.T) named variety, in bloom in cement pots of size 25 cm in Each 4652 200.00 1.00 200.00
polybag of size 30-35 cm
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
201.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.01
m
203.01
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 30.45
m
Cost per plant Each 0.00 233.46
162215 Calliandra species of height 30-45 cm in earthen pots of size 20cm
Cost for Plant
Materials
Calliandra species of height 30-45 cm in earthen pots of size 20cm Each 4653 35.00 1.00 35.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
36.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.36
m
36.36
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 5.45
m
Cost per plant Each 0.00 41.81
162216 Cassia biflora of height 45-60 cm in earthen pots of size 20 cm
Cost for Plant
Materials
Cassia biflora of height 45-60 cm in earthen pots of size 20 cm Each 4654 50.00 1.00 50.00

Page 571
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00

m
51.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.51
m
51.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 7.73
m
Cost per plant Each 0.00 59.24
162217 Cassia biflora of height 30-45 cm in polybags of size 30-35cm
Cost for Plant
Materials
Cassia biflora of height 30-45 cm in polybags of size 30-35cm Each 4655 35.00 1.00 35.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
36.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.36
m
36.36
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 5.45
m
Cost per plant Each 0.00 41.81
162218 Cassia laviegata of height 45-60 cm in earthen pots of size 20cm
Cost for Plant
Materials
Cassia laviegata of height 45-60 cm in earthen pots of size 20cm Each 4656 35.00 1.00 35.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
36.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.36
m
36.36
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 5.45
m
Cost per plant Each 0.00 41.81
162219 Cassaia laviegata of height 30-45 cm in polybag of size 15-20cm
Cost for Plant
Materials
Cassaia laviegata of height 30-45 cm in polybag of size 15-20cm Each 4657 30.00 1.00 30.00

Page 572
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00

m
31.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.31
m
31.31
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 4.70
m
Cost per plant Each 0.00 36.01
162220 Chinese lavender of height 30-45m in earthen pots of size 20cm
Cost for Plant
Materials
Chinese lavender of height 30-45m in earthen pots of size 20cm Each 4658 25.00 1.00 25.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
26.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.26
m
26.26
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 3.94
m
Cost per plant Each 0.00 30.20
162221 Chrysanthemum potted plant in full bloom of height 30-45 cm in earthen pots
of size 25cm
Cost for Plant
Materials
Chrysanthemum potted plan in full bloom of height 30-45 cm in earthen pots of Each 4659 100.00 1.00 100.00
size 25cm
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
101.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.01
m
102.01
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 15.30
m
Cost per plant Each 0.00 117.31
162222 Coleus blumii of height 30-45 cm in earthen pots of 20 cm
Cost for Plant

Page 573
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Materials
Coleus blumii of height 30-45 cm in earthen pots of 20 cm Each 4660 30.00 1.00 30.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
31.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.31
m
31.31
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 4.70
m
Cost per plant Each 0.00 36.01
162223 Croton (broad leaves) 3-5 branched of height 90-120cm in cement pots of size
30cm
Cost for Plant
Materials
Croton (broad leaves) 3-5 branched of height 90-120cm in cement pots of size Each 4661 250.00 1.00 250.00
30cm
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
251.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.51
m
253.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 38.03
m
Cost per plant Each 0.00 291.54
162224 Croton different varieties of height 30-45 cm in earthen pots of size 25 cm
Cost for Plant
Materials
Croton different varieties of height 30-45 cm in earthen pots of size 25 cm Each 4662 250.00 1.00 250.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
251.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.51
m
253.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 38.03
m
Cost per plant Each 0.00 291.54

Page 574
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

162225 Croton different varieties of height 30-45 cm in earthen pots of size 20 cm

Cost for Plant
Materials
Croton different varieties of height 30-45 cm in earthen pots of size 20 cm Each 4663 250.00 1.00 250.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
251.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.51
m
253.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 38.03
m
Cost per plant Each 0.00 291.54
162226 Croton Petra (Banglori) of height 30-45 cm in earthen pots of size 20 cm
Cost for Plant
Materials
Croton Petra (Banglori)of height 30-45 cm in earthen pots of size 20 cm Each 4664 150.00 1.00 150.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
151.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.51
m
152.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 22.88
m
Cost per plant Each 0.00 175.39
162227 Cuphea chinensis of height 30-45 cm in earthen pots of size 20cm
Cost for Plant
Materials
Cuphea chinensis of height 30-45 cm in earthen pots of size 20cm Each 4665 35.00 1.00 35.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
36.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.36
m
36.36
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 5.45
m
Cost per plant Each 0.00 41.81

Page 575
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

162228 Duranta goldiana of height 30-45 cm in earthen pots of size 20cm

Cost for Plant
Materials
Duranta goldiana of height 30-45 cm in earthen pots of size 20cm Each 4666 150.00 1.00 150.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
151.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.51
m
152.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 22.88
m
Cost per plant Each 0.00 175.39
162229 Duranta goldiana of height 30-45 cm in earthen pots of size 15-20cm
Cost for Plant
Materials
Duranta goldiana of height 30-45 cm in earthen pots of size 15-20cm Each 4667 75.00 1.00 75.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.10 0.10
m
75.10
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.75
m
75.85
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 11.38
m
Cost per plant Each 0.00 87.23
162230 Duranta variegated of height 30-45 cm in earthen pots of size 20cm
Cost for Plant
Materials
Duranta variegated of height 30-45 cm in earthen pots of size 20cm Each 4668 75.00 1.00 75.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.10 0.10
m
75.10
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.75
m
75.85
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 11.38
m
Cost per plant Each 0.00 87.23

Page 576
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

162231 Euonymus japonica (Variegated) of height 30-45 cm in earthen pots of size

20cm
Cost for Plant
Materials
Euonymus japonica (Variegated) of height 30-45 cm in earthen pots of size Each 4669 75.00 1.00 75.00
20cm
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.20 0.20
m
75.20
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.75
m
75.95
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 11.39
m
Cost per plant Each 0.00 87.34
162232 Euphorbia caracasanna (bronze colour leaves) of height 30-45 cm in earthen
pots of size 20cm
Cost for Plant
Materials
Euphorbia caracasanna (bronze colour leaves) of height 30-45 cm in earthen Each 4670 75.00 1.00 75.00
pots of size 20cm
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.10 0.10
m
75.10
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.75
m
75.85
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 11.38
m
Cost per plant Each 0.00 87.23
162233 Euphorbia leucoscephala (white/red) well branched (poinsettia white) of height
45-60cm in earthen pots of size 25cm
Cost for Plant
Materials
Euphorbia leucoscephala (white/red) well branched (poinsettia white ) of height Each 4671 150.00 1.00 150.00
45-60cm in earthen pots of size 25cm
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.10 0.10
m
150.10

Page 577
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.50
m
151.60
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 22.74
m
Cost per plant Each 0.00 174.34
162234 Euphorbia milli of height 30-45 cm in earthen pots of size 20cm
Cost for Plant
Materials
Euphorbia milli of height 30-45 cm in earthen pots of size 20cm Each 4672 50.00 1.00 50.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
51.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.51
m
51.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 7.73
m
Cost per plant Each 0.00 59.24
162235 Euphorbia milli Thaihybried (large flowers) of height 30-45 cm in earthen pots
of size 20cm
Cost for Plant
Materials
Euphorbia milli Thaihybried (large flowers) of height 30-45 cm in earthen pots Each 4673 450.00 1.00 450.00
of size 20cm
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
451.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 4.51
m
455.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 68.33
m
Cost per plant Each 0.00 523.84
162236 Euphorbia pulcherrima (dark red double bracts) well branched (poinsettia
fireball) of height 45-60 cm in earthen pots of size 25cm
Cost for Plant
Materials

Page 578
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Euphorbia pulcherrima (dark red double bracts) well branched (poinsettia Each 4674 100.00 1.00 100.00
fireball) of height 45-60 cm in earthen pots of size 25cm
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
101.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.01
m
102.01
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 15.30
m
Cost per plant Each 0.00 117.31
162237 Euphorbia pulcherrima (Dark red) well branched (poinsettia red) of height 45-
60 cm in earthen pots of size 25 cm
Cost for Plant
Materials
Euphorbia pulcherrima (Dark red) well branched (poinsettia red) of height 45- Each 4675 150.00 1.00 150.00
60 cm in earthen pots of size 25 cm
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
151.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.51
m
152.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 22.88
m
Cost per plant Each 0.00 175.39
162238 Euphorbia pulcherrima (dwarf) well branched (poinsettia hybrid red) of height
30-45 cm in earthen pots of size 20 cm
Cost for Plant
Materials
Euphorbia pulcherrima (dwarf) well branched (poinsettia hybrid red) of height Each 4676 150.00 1.00 150.00
30-45 cm in earthen pots of size 20 cm
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
151.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.51
m
152.51

Page 579
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 22.88
m
Cost per plant Each 0.00 175.39
162239 Excoecaria bicolor of height 45-60cm in earthen pots of size 20cm
Cost for Plant
Materials
Excoecaria bicolor of height 45-60cm in earthen pots of size 20cm Each 4677 50.00 1.00 50.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
51.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.51
m
51.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 7.73
m
Cost per plant Each 0.00 59.24
162240 Ficus nitida (ficus panda) of height 30-45cm in earthen pots of size 20cm
Cost for Plant
Materials
Ficus nitida (ficus panda) of height 30-45cm in earthen pots of size 20cm Each 4678 40.00 1.00 40.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
41.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.41
m
41.41
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 6.21
m
Cost per plant Each 0.00 47.62
162241 Galphimia gracilis of height 30-45 in earthen pots of size 20 cm
Cost for Plant
Materials
Galphimia gracilis of height 30-45 in earthen pots of size 20 cm Each 4679 40.00 1.00 40.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
41.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.41
m
41.41

Page 580
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 6.21
m
Cost per plant Each 0.00 47.62
162242 Gardenia jasminoides of height 30-45 cm in earthen pots of size 20cm
Cost for Plant
Materials
Gardenia jasminoides of height 30-45 cm in earthen pots of size 20cm Each 4680 40.00 1.00 40.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
41.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.41
m
41.41
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 6.21
m
Cost per plant Each 0.00 47.62
162243 Hamelia patens of well developed of height 30-45 cm in each polybag
Cost for Plant
Materials
Hamelia patens of well developed of height 30-45 cm in each polybag Each 4681 35.00 1.00 35.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
36.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.36
m
36.36
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 5.45
m
Cost per plant Each 0.00 41.81
162244 Hibiscus rosa sinensis of height 45-60 cm in earthen pots of size 20cm
Cost for Plant
Materials
Hibiscus rosa sinensis of height 45-60 cm in earthen pots of size 20cm Each 4682 35.00 1.00 35.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
36.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.36
m
36.36

Page 581
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 5.45
m
Cost per plant Each 0.00 41.81
162245 Hibiscus rosa sinensis of height 60-75 cm in earthen pots of size 35cm
Cost for Plant
Materials
Hibiscus rosa sinensis of height 60-75 cm in earthen pots of size 35cm Each 4683 50.00 1.00 50.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
51.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.51
m
51.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 7.73
m
Cost per plant Each 0.00 59.24
162246 Hibiscus Variegated of height 45-60 cm in earthen pots of size 20cm
Cost for Plant
Materials
Hibiscus Variegated of height 45-60 cm in earthen pots of size 20cm Each 4684 75.00 1.00 75.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
76.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.76
m
76.76
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 11.51
m
Cost per plant Each 0.00 88.27
162247 Hibiscus Variegated of height 60-75 cm in earthen pots of size 25cm
Cost for Plant
Materials
Hibiscus Variegated of height 60-75 cm in earthen pots of size 25cm Each 4685 75.00 1.00 75.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
76.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.76
m
76.76

Page 582
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 11.51
m
Cost per plant Each 0.00 88.27
162248 Ixora singaporensis of height 30-45 cm in earthen pots of size 20cm
Cost for Plant
Materials
Ixora singaporensis of height 30-45 cm in earthen pots of size 20cm Each 4686 250.00 1.00 250.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
251.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.51
m
253.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 38.03
m
Cost per plant Each 0.00 291.54
162249 Ixora species of height 30-45 cm in earthen pots of size 20 cm
Cost for Plant
Materials
Ixora species of height 30-45 cm in earhen pots of size 20 cm Each 4687 250.00 1.00 250.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
251.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.51
m
253.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 38.03
m
Cost per plant Each 0.00 291.54
162250 Jacobinea carnea of height 30-45 cm in earthen pots of size 20 cm
Cost for Plant
Materials
Jacobinea carnea of height 30-45 cm in earthen pots of size 20 cm Each 4688 350.00 1.00 350.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
351.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 3.51
m
354.51

Page 583
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 53.18
m
Cost per plant Each 0.00 407.69
162251 Jasminium sambac (Motia) of height 30-45 cm in polybag of size 20cm
Cost for Plant
Materials
Jasminium sambac (Motia) of height 30-45 cm in polybag of size 20cm Each 4689 40.00 1.00 40.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
41.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.41
m
41.41
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 6.21
m
Cost per plant Each 0.00 47.62
162252 Jatropha (red colour) of height 30-45 cm in polybag
Cost for Plant
Materials
Jatropha (red colour) of height 30-45 cm in polybag Each 4690 40.00 1.00 40.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
41.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.41
m
41.41
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 6.21
m
Cost per plant Each 0.00 47.62
162253 Jatropha (red colour) of height 60-75 cm in earthen pots of size 20cm
Cost for Plant
Materials
Jatropha (red colour) of height 60-75 cm in earthen pots of size size 20cm Each 4691 50.00 1.00 50.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
51.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.51
m
51.51

Page 584
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 7.73
m
Cost per plant Each 0.00 59.24
162254 Jsuticea ovata of height 30-45 cm in earthen pots of size 20 cm
Cost for Plant
Materials
Jsuticea ovata of height 30-45 cm in earthen pots of size 20 cm Each 4692 50.00 1.00 50.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
51.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.51
m
51.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 7.73
m
Cost per plant Each 0.00 59.24
162255 Lantanna depressa of height 30-45 in earthen pots of size 20cm
Cost for Plant
Materials
Lantanna depressa of height 30-45 in earthen pots of size 20cm Each 4693 10.00 1.00 10.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
11.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.11
m
11.11
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 1.67
m
Cost per plant Each 0.00 12.78
162256 Lantanna depressa of height 20-25 cm in polybag of size 15-20cm
Cost for Plant
Materials
Lantanna depressa of height 20-25 cm in polybag of size 15-20cm Each 4694 25.00 1.00 25.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
26.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.26
m
26.26

Page 585
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 3.94
m
Cost per plant Each 0.00 30.20
162257 Lantana sellowiana in bloom of height 30-45 cam in earthen pots of 15cm
Cost for Plant
Materials
Lantanna sellowiana in bloom of height 30-45 cam in earthen pots of 15cm Each 4695 15.00 1.00 15.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
16.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.16
m
16.16
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 2.42
m
Cost per plant Each 0.00 18.58
162258 Largerstroemia indica of height 30-45 cm in polybag of size 15-20cm
Cost for Plant
Materials
Largerstroemia indica of height 30-45 cm in polybag of size 15-20cm Each 4696 50.00 1.00 50.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
51.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.51
m
51.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 7.73
m
Cost per plant Each 0.00 59.24
162259 Largerstroemia indica of height 60-75 cm in earthen pot of size 20cm
Cost for Plant
Materials
Largerstroemia indica of height 60-75 cm in earthen pot of size 20cm Each 4697 75.00 1.00 75.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
76.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.76
m
76.76

Page 586
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 11.51
m
Cost per plant Each 0.00 88.27
162260 Limonium spectabillis of height 30-45 cm in earthen pots of size 20cm
Cost for Plant
Materials
Limonium spectabillis of height 30-45 cm in earthen pots of size 20cm Each 4698 50.00 1.00 50.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
51.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.51
m
51.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 7.73
m
Cost per plant Each 0.00 59.24
162261 Malpighia coccigera of height 30-45cm in earthen pots of size 20cm
Cost for Plant
Materials
Malpighia coccigera of height 30-45cm in earthen pots of size 20cm Each 4699 50.00 1.00 50.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
51.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.51
m
51.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 7.73
m
Cost per plant Each 0.00 59.24
162262 Manihot esculenta variegated (Tapioca) of height 30-45 cm in earthen pots of
size 20cm
Cost for Plant
Materials
Manihot esculenta variegated (Tapioca) of height 30-45 cm in earthen pots of Each 4700 35.00 1.00 35.00
size 20cm
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
36.00

Page 587
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.36
m
36.36
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 5.45
m
Cost per plant Each 0.00 41.81
162263 Murrya exotica of height 30-45 cm in polybag of size 15-20 cm
Cost for Plant
Materials
Murrya exotica of height 30-45 cm in polybag of size 15-20 cm Each 4701 25.00 1.00 25.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
26.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.26
m
26.26
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 3.94
m
Cost per plant Each 0.00 30.20
162264 Mussaenda crythrophylla of different colours of height 60-75 cm in earthen
pots of size 25cm
Cost for Plant
Materials
Mussaenda Erylbrophylla of different colours of height 60-75 cm in earthen Each 4702 100.00 1.00 100.00
pots of size 25cm
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
101.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.01
m
102.01
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 15.30
m
Cost per plant Each 0.00 117.31
162265 Narium oleander (kaner) of height 30-45 cm in polybag of size 15-20cm
Cost for Plant
Materials
Narium oleander (kaner) of height 30-45 cm in polybag of size 15-20cm Each 4703 35.00 1.00 35.00

Page 588
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00

m
36.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.36
m
36.36
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 5.45
m
Cost per plant Each 0.00 41.81
162266 Narium Vareigated of height 45-60 cm in earthen pots of each size 20cm
Cost for Plant
Materials
Narium Vareigated of height 45-60 cm in earthen pots of each size 20cm Each 4704 40.00 1.00 40.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
41.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.41
m
41.41
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 6.21
m
Cost per plant Each 0.00 47.62
162267 Plumbago capensis of height 30-45 cm in earthen pots of size 20cm
Cost for Plant
Materials
Plumbago capensis of height 30-45 cm in earthen pots of size 20cm Each 4705 40.00 1.00 40.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
41.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.41
m
41.41
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 6.21
m
Cost per plant Each 0.00 47.62
162268 Poinciana pulcherima of height 45-60cm in earthen pots of size 20 cm
Cost for Plant
Materials
Poinciana pulcherima of height 45-60cm in earthen pots of size 20 cm Each 4706 50.00 1.00 50.00

Page 589
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00

m
51.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.51
m
51.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 7.73
m
Cost per plant Each 0.00 59.24
162269 Poinciana pulcherima of height 30-45 cm in polybag of size 15-20 cm
Cost for Plant
Materials
Poinciana pulcherima of height 30-45 cm in polybag of size 15-20 cm Each 4707 25.00 1.00 25.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
26.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.26
m
26.26
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 3.94
m
Cost per plant Each 0.00 30.20
162270 Russelia juncea of height 30-45 cm in earthen pots of size 20 cm
Cost for Plant
Materials
Russelia juncea of height 30-45 cm in earthen pots of size 20 cm Each 4708 25.00 1.00 25.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
26.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.26
m
26.26
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 3.94
m
Cost per plant Each 0.00 30.20
162271 Sansevieria trifasciata of height 30-45 cm in earthen pots of size 20 cm
Cost for Plant
Materials

Page 590
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Sansevieria trifasciata of height 30-45 cm in earthen pots of size 20 cm Each 4709 50.00 1.00 50.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
51.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.51
m
51.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 7.73
m
Cost per plant Each 0.00 59.24
162272 Tabernaemontana cororiaria (Chandni single) of height 45- 60 cm in earthen
pots of 20 cm
Cost for Plant
Materials
Tabernaemontana cororiaria (Chandni single) of height 45-60 cm in earthen Each 4710 35.00 1.00 35.00
pots of 20 cm.
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
36.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.36
m
36.36
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 5.45
m
Cost per plant Each 0.00 41.81
162273 Tabernacmontana coronaria (ChandniVaruegated) of height 45-60 cm in
earthen pots of 20 cm
Cost for Plant
Materials
Tabernacmontana coronaria (ChandniVaruegated) of height 45-60 cm in Each 4711 35.00 1.00 35.00
earthen pots of 20 cm
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
36.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.36
m
36.36
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 5.45
m

Page 591
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Cost per plant Each 0.00 41.81

162274 Tabernacmontana coronaria (Chandni) of height 45-60 cm in polybag of size
15-20 cm
Cost for Plant
Materials
Tabernacmontana coronaria (Chandni) of height 45-60 cm in polybag of size Each 4712 50.00 1.00 50.00
15-20 cm
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
51.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.51
m
51.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 7.73
m
Cost per plant Each 0.00 59.24
162275 Tecoma gaudichaudi of height 30-45 cm in earthen pots of size 20 cm
Cost for Plant
Materials
Tecoma gaudichaudi of height 30-45 cm in earthen pots of size 20 cm Each 4713 40.00 1.00 40.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
41.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.41
m
41.41
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 6.21
m
Cost per plant Each 0.00 47.62
162276 Tecoma capnsis of height 30-45 cm in earthen pots of size 20 cm
Cost for Plant
Materials
Tecoma capnsis of height 30-45 cm in earthen pots of size 20 cm Each 4714 40.00 1.00 40.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
41.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.41
m
41.41

Page 592
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 6.21
m
Cost per plant Each 0.00 47.62
162277 Thevetia nerifolia, well developed of height 30-45 cm in polybag of size 15-20
cm
Cost for Plant
Materials
Thevetia nerifolia ht . Well developed of height 30-45 cm in polybag of size 15- Each 4715 40.00 1.00 40.00
20 cm
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
41.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.41
m
41.41
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 6.21
m
Cost per plant Each 0.00 47.62
162278 Thuja competa of height 75-90 cm in earthen pots of size 30 cm
Cost for Plant
Materials
Thuja competa of height 75-90 cm in earthen pots of size 30 cm Each 4716 150.00 1.00 150.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
151.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.51
m
152.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 22.88
m
Cost per plant Each 0.00 175.39
162279 Cama (dwarf) of height 30-45 cm in earthen pots of size 20 cm
Cost for Plant
Materials
Cama (dwarf) of height 30-45 cm in earthen pots of size 20 cm Each 4717 50.00 1.00 50.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
51.00

Page 593
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.51
m
51.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 7.73
m
Cost per plant Each 0.00 59.24
162280 Any other kind of shrubs of height 30-45 cm in earthen pots of 20 cm
Cost for Plant
Materials
Any other kind of shrubs of height 30-45 cm in earthen pots of 20 cm Each 4718 75.00 1.00 75.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
76.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.76
m
76.76
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 11.51
m
Cost per plant Each 0.00 88.27
162300 Foliage and Indoor Plants
162301 Aglaonema species of height 30-45 cm in earthen pots of size 20 cm
Cost for Plant
Materials
Aglaonema species of height 30-45 cm in earthen pots of size 20 cm Each 4719 200.00 1.00 200.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
201.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.01
m
203.01
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 30.45
m
Cost per plant Each 0.00 233.46
162302 Aglaonema species of height 30-45 cm in earthen pots of size 25 cm.
Cost for Plant
Materials
Aglaonema species of height 30-45 cm in earthen pots of size 25 cm. Each 4720 250.00 1.00 250.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m

Page 594
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

251.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.51
m
253.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 38.03
m
Cost per plant Each 0.00 291.54
162303 Alpinia zerumbet variegated of height 30-45 cm in earthen each pots of size
25 cm
Cost for Plant
Materials
Alpinia zerumbet variegated of height 30-45 cm in earthen each pots of size Each 4721 125.00 1.00 125.00
25 cm
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
126.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.26
m
127.26
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 19.09
m
Cost per plant Each 0.00 146.35
162304 Alocasia species of height 30-45 cm in earthen pots of size each 25 cm
Cost for Plant
Materials
Alocasia species of height 30-45 cm in earthen pots of size each 25 cm Each 4722 125.00 1.00 125.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
126.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.26
m
127.26
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 19.09
m
Cost per plant Each 0.00 146.35
162305 Anthurium species of height 30-45 cm in earthen pots of each size 25 cm
Cost for Plant
Materials
Anthurium species of height 30-45 cm in earthen pots of each size 25 cm Each 4723 150.00 1.00 150.00

Page 595
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00

m
151.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.51
m
152.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 22.88
m
Cost per plant Each 0.00 175.39
162306 Anthurium veitchii of height 30-45 cm in earthen pots of size 25 cm
Cost for Plant
Materials
Anthurium veitchii of height 30-45 cm in earthen pots of size 25 cm Each 4724 500.00 1.00 500.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
501.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 5.01
m
506.01
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 75.90
m
Cost per plant Each 0.00 581.91
162307 Aralia species of height 30 to 45 cm in earthen pots of size 25 cm
Cost for Plant
Materials
Aralia species of height 30-45 cm in earthen pots of size 25 cm Each 4725 75.00 1.00 75.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
76.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.76
m
76.76
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 11.51
m
Cost per plant Each 0.00 88.27
162308 Aralia species of height 30 to 45 cm in earthen pots of size 20cm
Cost for Plant
Materials
Aralia species of height 30-45 cm in earthen pots of size 20cm Each 4726 100.00 1.00 100.00

Page 596
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00

m
101.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.01
m
102.01
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 15.30
m
Cost per plant Each 0.00 117.31
162309 Areca palm 4-5 suckers of height 90-105 cm in earthen pots of size 25 cm.
Cost for Plant
Materials
Areca palm 4-5 suckers of height 90-105 cm in earthen pots of size 25 cm Each 4727 100.00 1.00 100.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
101.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.01
m
102.01
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 15.30
m
Cost per plant Each 0.00 117.31
162310 Areca palm 4-5 suckers of height 120-135cm in earthen pots of size 25 cm.
Cost for Plant
Materials
Areca palm 4-5 suckers of height 120-135cm in earthen pots of size 25 cm Each 4728 125.00 1.00 125.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
126.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.26
m
127.26
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 19.09
m
Cost per plant Each 0.00 146.35
162311 Areca palm 4-5 suckers of height 180-210 cm in cement pots of size 35 cm
Cost for Plant
Materials
Areca palm 4-5 suckers of height 180-210 cm in cement pots of size 35 cm Each 4729 250.00 1.00 250.00

Page 597
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00

m
251.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.51
m
253.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 38.03
m
Cost per plant Each 0.00 291.54
162312 Araucaria cookii of height 30-45 cm in earthen pots of size 20 cm
Cost for Plant
Materials
Araucaria cookii of height 30-45 cm in earthen pots of size 20 cm Each 4730 200.00 1.00 200.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
201.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.01
m
203.01
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 30.45
m
Cost per plant Each 0.00 233.46
162313 Aracaria cookii of height 75-90 cm in earthen pots of size 25 cm
Cost for Plant
Materials
Araucaria cookii of height 75-90 cm in earthen pots of size 25 cm Each 4731 450.00 1.00 450.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
451.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 4.51
m
455.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 68.33
m
Cost per plant Each 0.00 523.84
162314 Asparagus mayerii of height 30-45 cm in earthen pots of size 25 cm
Cost for Plant
Materials
Asparagus mayerii of height 30-45 cm in earthen pots of size 25 cm Each 4732 150.00 1.00 150.00

Page 598
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00

m
151.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.51
m
152.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 22.88
m
Cost per plant Each 0.00 175.39
162315 Asparagus mayerii of height 30-45 cm in earthen pots of size 20 cm
Cost for Plant
Materials
Asparagus mayerii of height 30-45 cm in earthen pots of size 20 cm Each 4733 150.00 1.00 150.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
151.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.51
m
152.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 22.88
m
Cost per plant Each 0.00 175.39
162316 Aspidistra elatior of height 30-45 cm in earthen pots of size 25 cm
Cost for Plant
Materials
Aspidistra elatior of height 30-45 cm in earthen pots of size 25 cm Each 4734 100.00 1.00 100.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
101.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.01
m
102.01
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 15.30
m
Cost per plant Each 0.00 117.31
162317 Dieffen bachia (different varieties) of height 30-45 cm in earthen pots of size
25 cm
Cost for Plant
Materials

Page 599
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Dieffen bachia (different varieties) of height 30-45 cm in earthen pots of size Each 4735 250.00 1.00 250.00
25 cm
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
251.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.51
m
253.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 38.03
m
Cost per plant Each 0.00 291.54
162318 Dieffen bachia (different varieties) of height 30-45 cm in earthen pots of size
20 cm
Cost for Plant
Materials
Dieffen bachia (different varieties) of height 30-45 cm in earthen pots of size Each 4736 150.00 1.00 150.00
20 cm
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
151.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.51
m
152.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 22.88
m
Cost per plant Each 0.00 175.39
162319 Dracaena (Mahatma) of height 30-45 cm in earthen pots of size 20 cm
Cost for Plant
Materials
Dracaena (Mahatma) of height 30-45 cm in earthen pots of size 20 cm Each 4737 250.00 1.00 250.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
251.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.51
m
253.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 38.03
m
Cost per plant Each 0.00 291.54

Page 600
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

162320 Dracaena (Song of India) of height 30-45 cm in earthen pots of size 20 cm

Cost for Plant
Materials
Dracaena (Song of India) of height 30-45 cm in earthen pots of size 20 cm Each 4738 250.00 1.00 250.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
251.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.51
m
253.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 38.03
m
Cost per plant Each 0.00 291.54
162321 Dracaena fragrance of height 45-60 cm in earthen pots of size 25 cm
Cost for Plant
Materials
Dracaena fragrance of height 45-60 cm in earthen pots of size 25 cm Each 4739 150.00 1.00 150.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
151.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.51
m
152.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 22.88
m
Cost per plant Each 0.00 175.39
162322 Dracaena green of height 30-45 cm in earthen pots of size 20 cm
Cost for Plant
Materials
Dracaena green of height 30-45 cm in earthen pots of size 20 cm Each 4740 100.00 1.00 100.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
101.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.01
m
102.01
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 15.30
m
Cost per plant Each 0.00 117.31

Page 601
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

162323 Dracaena marginata of height 30-45 cm in earthen pots of size 20 cm

Cost for Plant
Materials
Dracaena margimata of height 30-45 cm in earthen pots of size 20 cm Each 4741 100.00 1.00 100.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
101.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.01
m
102.01
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 15.30
m
Cost per plant Each 0.00 117.31
162324 Dracaena reflexa of height 30-45 cm in earthen pots of size 20 cm
Cost for Plant
Materials
Dracaena reflexa of height 30-45 cm in earthen pots of size 20 cm Each 4742 150.00 1.00 150.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
151.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.51
m
152.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 22.88
m
Cost per plant Each 0.00 175.39
162325 Dracaena rosea of height 30-45 cm in earthen pots of size 20 cm
Cost for Plant
Materials
Dracaena rosea of height 30-45 cm in earthen pots of size 20 cm Each 4743 75.00 1.00 75.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
76.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.76
m
76.76
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 11.51
m
Cost per plant Each 0.00 88.27

Page 602
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

162326 Dracaena Victoria of height 30-45 cm in earthen pots of size 25 cm

Cost for Plant
Materials
Dracaena Victoria of height 30-45 cm in earthen pots of size 25 cm Each 4744 350.00 1.00 350.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
351.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 3.51
m
354.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 53.18
m
Cost per plant Each 0.00 407.69
162327 Dracaena wameckai of height 30-45 cm in earthen pots of size 20 cm
Cost for Plant
Materials
Dracaena wameckai of height 30-45 cm in earthen pots of size 20 cm Each 4745 150.00 1.00 150.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
151.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.51
m
152.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 22.88
m
Cost per plant Each 0.00 175.39
162328 Eranthemum species of height 30-45 cm in earthen pots of size 20 cm
Cost for Plant
Materials
Eranthemum species of height 30-45 cm in earthen pots of size 20 cm Each 4746 35.00 1.00 35.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
36.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.36
m
36.36
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 5.45
m
Cost per plant Each 0.00 41.81

Page 603
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

162329 Double Ficus blackii (F. vivion), well branches (Bushy) of height 45-60 cm in
earthen pots of size 25 cm
Cost for Plant
Materials
Ficus blackii (F.vivion), well branches (Bushy) of height 45-60 cm in earthen Each 4747 150.00 1.00 150.00
pots of siz 25 cm
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
151.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.51
m
152.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 22.88
m
Cost per plant Each 0.00 175.39
162330 Double Ficus regnold well branched (Bushy) of height 45-60 cm in earthen
pots of size 25 cm
Cost for Plant
Materials
Ficus regnold well branched (Bushy ) of height 45-60 cm in earthen pots of Each 4748 200.00 1.00 200.00
size 25 cm
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
201.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.01
m
203.01
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 30.45
m
Cost per plant Each 0.00 233.46
162331 Monestra mounted on 3' moss stick of height 30-45 cm in earthen pots of size
25 cm
Cost for Plant
Materials
Monestra mounted on 3' moss stick of height 30-45 cm in earthen pots of size Each 4749 250.00 1.00 250.00
25 cm
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
251.00

Page 604
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.51
m
253.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 38.03
m
Cost per plant Each 0.00 291.54
162332 Money plant 3' moss stick (3 in one) in earthen pots of size 25 cm.
Cost for Plant
Materials
Money plant 3' moss stick(3 in one) in earthen pots of size 25 cm Each 4750 250.00 1.00 250.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
251.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.51
m
253.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 38.03
m
Cost per plant Each 0.00 291.54
162333 Nephrolips species (Fern) of height 30-45 cm in earthen pots of size 25 cm
Cost for Plant
Materials
Nephrolips spcies (Fern) of height 30-45 cm in earthen pots of size 25 cm Each 4751 150.00 1.00 150.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
151.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.51
m
152.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 22.88
m
Cost per plant Each 0.00 175.39
162334 Nephrolips species (Fern) in earthen pots of size 20 cm
Cost for Plant
Materials
Nephrolips spcies (Fern) in earthen pots of size 20 cm Each 4752 50.00 1.00 50.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
51.00

Page 605
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.51
m
51.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 7.73
m
Cost per plant Each 0.00 59.24
162335 Philodendron Janado of height 30-45 cm in earthen pots of size 25 cm
Cost for Plant
Materials
Philodendron Janado of height 30-45 cm in earthen pots of size 25 cm Each 4753 250.00 1.00 250.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
251.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.51
m
253.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 38.03
m
Cost per plant Each 0.00 291.54
162336 Philodendron oxycardium mounted in 3' moss stick (3 in one) in earthen pots
of size 25 cm
Cost for Plant
Materials
Philodendron oxycardium mounted in 3' moss stick (3 in one) in earthen pots Each 4754 200.00 1.00 200.00
of size 25 cm
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
201.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.01
m
203.01
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 30.45
m
Cost per plant Each 0.00 233.46
162337 Philodendron sellum of height 30-45 cm in earthen pots of size 25 cm
Cost for Plant
Materials
Philodendron sellum of height 30-45 cm in earthen pots of size 25 cm Each 4755 125.00 1.00 125.00

Page 606
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00

m
126.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.26
m
127.26
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 19.09
m
Cost per plant Each 0.00 146.35
162338 Rhapis excelsa (Rhapis palm) of height 45-60 cm in earthen pots of size 30 cm

Cost for Plant

Materials
Rhapis excelsa (Rhapis palm) of height 45-60 cm in earthen pots of size 30 cm Each 4756 250.00 1.00 250.00

Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00

m
251.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.51
m
253.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 38.03
m
Cost per plant Each 0.00 291.54
162339 Scheafflera (Green) of height 30-45 cm in earthen pots of size 20cm
Cost for Plant
Materials
Scheafflera (Green) of height 30-45 cm in earthen pots of size 20 cm Each 4757 150.00 1.00 150.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
151.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.51
m
152.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 22.88
m
Cost per plant Each 0.00 175.39
162340 Scheafflera (Variegated) of height 30-45 cm in earthen pots each of size 20
cm

Page 607
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Cost for Plant

Materials
Schefflera (Variegated) of height 30-45 cm in earthen pots oeach of size 20 Each 4758 150.00 1.00 150.00
cm
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
151.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.51
m
152.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 22.88
m
Cost per plant Each 0.00 175.39
162341 Scheafflera high colour of height 30-45 cm in earthen pots of size 20 cm
Cost for Plant
Materials
Schefflera high colour of height 30-45 cm in earthen pots of size 20 cm Each 4759 150.00 1.00 150.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
151.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.51
m
152.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 22.88
m
Cost per plant Each 0.00 175.39
162342 Scheafflera high colour of height 45-60 cm in earthen pots of size 25 cm
Cost for Plant
Materials
Schefflera high colour of height 45-60 cm in earthen pots of size 25 cm Each 4760 150.00 1.00 150.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
151.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.51
m
152.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 22.88
m
Cost per plant Each 0.00 175.39

Page 608
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

162343 Scheafflera clevelandii of height 30-45 cm in earthen pots of size 25 cm

Cost for Plant
Materials
Spathiphylam clevelandii of height 30-45 cm in earthen pots of size 25 cm Each 4761 150.00 1.00 150.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
151.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.51
m
152.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 22.88
m
Cost per plant Each 0.00 175.39
162344 Syngonium (Butterfly variegated) of height 30-45 cm in earthen pots of size 20
cm
Cost for Plant
Materials
Syngonium (Butterflyvariegated) of height 30-45 cm in earthen pots of size 20 Each 4762 50.00 1.00 50.00
cm
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
51.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.51
m
51.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 7.73
m
Cost per plant Each 0.00 59.24
162345 Syngonium variegated Mounted on 3 ' Moss stick ( Three plants in one pot ) in
earthen pots of size 25cm
Cost for Plant
Materials
Syngonium variegated Mounted on 3 ' Moss stick ( Three plants in one pot) in Each 4763 200.00 1.00 200.00
earthen pots of size 25 cm.
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
201.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.01
m

Page 609
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

203.01
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 30.45
m
Cost per plant Each 0.00 233.46
162346 Any other kind of foliage plants in well developed display of height 30-45 cm in
earthen pots of 30cm
Cost for Plant
Materials
Any other kind of foliage plants in well developed display of height 30-45 cm in Each 4764 200.00 1.00 200.00
earthen pots of 30 cm
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
201.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.01
m
203.01
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 30.45
m
Cost per plant Each 0.00 233.46
162400 Climber Plants
162401 Allamanda species of height 30 to 45 cm in earthen pots of size 20 cm
Cost for Plant
Materials
Allamanda species of height 30-45 cm in earthen pots of size 20 cm Each 4765 50.00 1.00 50.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
51.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.51
m
51.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 7.73
m
Cost per plant Each 0.00 59.24
162402 Bignonia venusta (Golden shower) of height 30-45 cm in earthen pots of size
20 cm
Cost for Plant
Materials
Bignonia venusta (Golden shower) of height 30-45 cm in earthen pots of size Each 4766 150.00 1.00 150.00
20 cm.

Page 610
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00

m
151.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.51
m
152.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 22.88
m
Cost per plant Each 0.00 175.39
162403 Bougainvillea of height 30-45 cm in earthen pots of size 20 cm
Cost for Plant
Materials
Bougainvillea of height 30-45 cm in earthen pots of size 20 cm Each 4767 200.00 1.00 200.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
201.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.01
m
203.01
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 30.45
m
Cost per plant Each 0.00 233.46
162404 Clerodendrum splendens of height 30-45 cm in earthen pots of size 20 cm
Cost for Plant
Materials
Clerodendrum splendens of height 30-45 cm in earthen pots of size 20 cm Each 4768 75.00 1.00 75.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
76.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.76
m
76.76
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 11.51
m
Cost per plant Each 0.00 88.27
162405 Ipomea purpurea (Moming gory) of height 30-45 cm in polybag of size 15-20
cm
Cost for Plant
Materials

Page 611
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Ipomca purpurea (Moming gory) of height 30-45 cm in polybag of size 15-20 Each 4769 50.00 1.00 50.00
cm
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
51.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.51
m
51.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 7.73
m
Cost per plant Each 0.00 59.24
162406 Jasminum grandiflora (Chameli) of height 30-45 cm in earthen pots of size 20
cm
Cost for Plant
Materials
Jasminum grandiflora (Chameli) of height 30-45 cm in earthen pots of size 20 Each 4770 25.00 1.00 25.00
cm
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
26.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.26
m
26.26
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 3.94
m
Cost per plant Each 0.00 30.20
162407 Passiflora caerulea (Rakhi, bel) of height 30-45 cm in earthen pots of size 20
cm
Cost for Plant
Materials
Passiflora caerulea (Rakhi, bel) of height 30-45 cm in earthern pots of size 20 Each 4771 50.00 1.00 50.00
cm
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
51.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.51
m
51.51

Page 612
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 7.73
m
Cost per plant Each 0.00 59.24
162408 Petrea valubilis of height 30-45 cm in earthen pots of size 20 cm
Cost for Plant
Materials
Petrea valubilis of height 30-45 cm in earthen pots of size 20 cm Each 4772 75.00 1.00 75.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
76.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.76
m
76.76
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 11.51
m
Cost per plant Each 0.00 88.27
162409 Quisqualis indica of height 30-45 cm in earthen pots of size 20 cm
Cost for Plant
Materials
Quisqualis indica of height 30-45 cm in earthen pots of size 20 cm Each 4773 35.00 1.00 35.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
36.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.36
m
36.36
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 5.45
m
Cost per plant Each 0.00 41.81
162410 Tecoma grandiflora of height 30-45 cm in earthen pots of size 20 cm
Cost for Plant
Materials
Tecoma grandiflora of height 30-45 cm in earthen pots of size 20 cm Each 4774 35.00 1.00 35.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
36.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.36
m
36.36

Page 613
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 5.45
m
Cost per plant Each 0.00 41.81
162411 Vernania elaegnifolia curtain creeper of height 30-45 cm in earthen pots of size
20cm
Cost for Plant
Materials
Varnonia elaegnifolia curtain creeper of height 30-45 cm in earthen pots of size Each 4775 10.00 1.00 10.00
20 cm
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
11.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.11
m
11.11
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 1.67
m
Cost per plant Each 0.00 12.78
162500 Ground cover plants
162501 Altermanthera species of height 20-30 cm in earthen pots of size 15 cm
Cost for Plant
Materials
Altermanthera species of height 20-30 cm in earthen pots of size 15 cm Each 4776 5.00 1.00 5.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
6.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.06
m
6.06
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 0.91
m
Cost per plant Each 0.00 6.97
162502 Asparagus sprengerii in earthen pots of size 20 cm
Cost for Plant
Materials
Asparagus sprengerii in earthen pots of size 20 cm Each 4777 40.00 1.00 40.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
41.00

Page 614
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.41
m
41.41
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 6.21
m
Cost per plant Each 0.00 47.62
162503 Chlorophytum (Green) in earthen pots of size 20 cm
Cost for Plant
Materials
Chlorophytum (Green) in earthen pots of size 20 cm Each 4778 40.00 1.00 40.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
41.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.41
m
41.41
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 6.21
m
Cost per plant Each 0.00 47.62
162504 Chlorophytum (Variegated) in earthen pots of size 20 cm
Cost for Plant
Materials
Chlorophytum (Variegated) in earthen pots of size 20 cm Each 4779 50.00 1.00 50.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
51.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.51
m
51.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 7.73
m
Cost per plant Each 0.00 59.24
162505 Dianella variegated in earthen pots of size 20 cm
Cost for Plant
Materials
Dianella variegated in earthen pots of size 20 cm Each 4780 50.00 1.00 50.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
51.00

Page 615
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.51
m
51.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 7.73
m
Cost per plant Each 0.00 59.24
162506 Ipomea (Golden leaves) in polybag of size 10-15 cm
Cost for Plant
Materials
Ipomea (Golden leaves) in polybag of size 10-15 cm Each 4781 25.00 1.00 25.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
26.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.26
m
26.26
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 3.94
m
Cost per plant Each 0.00 30.20
162507 Iresine herbstii of height 20-30 cm in earthen pots of size 20 cm
Cost for Plant
Materials
Iresine herbstii of height 20-30 cm in earthen pots of size 20 cm Each 4782 35.00 1.00 35.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
36.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.36
m
36.36
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 5.45
m
Cost per plant Each 0.00 41.81
162508 Juniperus prostreta in earthen pots of size 20 cm
Cost for Plant
Materials
Juniperus prostreta in earthen pots of size 20 cm Each 4783 40.00 1.00 40.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
41.00

Page 616
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.41
m
41.41
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 6.21
m
Cost per plant Each 0.00 47.62
162509 Ophipogon green in polybag of size 20 cm
Cost for Plant
Materials
Ophipogon green in polybag of size 20 cm Each 4784 35.00 1.00 35.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
36.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.36
m
36.36
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 5.45
m
Cost per plant Each 0.00 41.81

162510 Ophiopogon variegated in polybag of size 20 cm

Cost for Plant
Materials
Ophiopogon variegated in polybag of size 20 cm Each 4785 50.00 1.00 50.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
51.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.51
m
51.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 7.73
m
Cost per plant Each 0.00 59.24
162511 Portulacria affra (Jade plants) in earthen pots of size 20 cm
Cost for Plant
Materials
Portulacria affra (Jade plants) in earthen pots of size 20 cm Each 4786 50.00 1.00 50.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m

Page 617
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

51.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.51
m
51.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 7.73
m
Cost per plant Each 0.00 59.24
162512 Setcreasea purpurea in earthen pots of size 20 cm
Cost for Plant
Materials
Setcreasea purpurea in earthen pots of size 20 cm Each 4787 50.00 1.00 50.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
51.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.51
m
51.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 7.73
m
Cost per plant Each 0.00 59.24
162513 Syngonium (Butterfly variegated) in earthen pots of size 20 cm
Cost for Plant
Materials
Syngonium (Butterfly variegated) in earthen pots of size 20 cm Each 4788 50.00 1.00 50.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
51.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.51
m
51.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 7.73
m
Cost per plant Each 0.00 59.24
162514 Tradiscantia in earthen pots of size 20cm
Cost for Plant
Materials
Tradiscantia in earthen pots of size 20cm Each 4789 25.00 1.00 25.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m

Page 618
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

26.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.26
m
26.26
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 3.94
m
Cost per plant Each 0.00 30.20
162515 Wadelia trilobata in polybag
Cost for Plant
Materials
Wadelia trilobata in polybag Each 4790 5.00 1.00 5.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
6.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.06
m
6.06
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 0.91
m
Cost per plant Each 0.00 6.97
162516 Zebrina pendula in earthen pots of size 20 cm
Cost for Plant
Materials
Zebrina pendula in earthen pots of sizew 20 cm Each 4791 20.00 1.00 20.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
21.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.21
m
21.21
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 3.18
m
Cost per plant Each 0.00 24.39
162600 Hedge/Edge Plants
162601 Acalypha species (Red/Gree) of height 30-45 cm in earthen pots of size 20 cm

Cost for Plant

Materials

Page 619
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Acalypha species (Red/Green) of height 30-45 cm in earthen pots of size 20 Each 4792 35.00 1.00 35.00
cm
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
36.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.36
m
36.36
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 5.45
m
Cost per plant Each 0.00 41.81
162602 Altemanthera species in earthen pots of size 15 cm
Cost for Plant
Materials
Altemanthera species in earthen pots of size 15 cm Each 4793 15.00 1.00 15.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
16.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.16
m
16.16
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 2.42
m
Cost per plant Each 0.00 18.58
162603 Bougainvillea species of height 30-45 cm in earthen pots of size 20 cm
Cost for Plant
Materials
Bougainvillea species of height 30-45 cm in earthern pots of size 20 cm Each 4794 150.00 1.00 150.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
151.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.51
m
152.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 22.88
m
Cost per plant Each 0.00 175.39
162604 Clerodendrum inerme - well developed of height 25-32 cm in polybag

Page 620
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Cost for Plant

Materials
Clerodendrum inerme ht well developed of height 25-32 cm in polybag Each 4795 10.00 1.00 10.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
11.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.11
m
11.11
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 1.67
m
Cost per plant Each 0.00 12.78
162605 Duranta goldiana in earthen pots of size 20 cm
Cost for Plant
Materials
Duranta goldiana in earthen pots of size 20 cm Each 4796 25.00 1.00 25.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
26.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.26
m
26.26
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 3.94
m
Cost per plant Each 0.00 30.20
162606 Duranta goldiana in polybag
Cost for Plant
Materials
Duranata goldiana in polybag Each 4797 5.00 1.00 5.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
6.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.06
m
6.06
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 0.91
m
Cost per plant Each 0.00 6.97
162607 Duranta variegated in earthen pots of size 20 cm

Page 621
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Cost for Plant

Materials
Duranta variegated in earthen pots of size 20 cm Each 4798 25.00 1.00 25.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
26.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.26
m
26.26
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 3.94
m
Cost per plant Each 0.00 30.20
162608 Iresine herbstii (Red grass) in earthen pots of size 20 cm
Cost for Plant
Materials
Iresine herbstii (Red grass in earthen pots of size 20 cm) Each 4799 15.00 1.00 15.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
16.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.16
m
16.16
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 2.42
m
Cost per plant Each 0.00 18.58
162609 Hemelia patens of height 30-45 cm in earthen pots of size 20 cm
Cost for Plant
Materials
Hemelia patens of height 30-45 cm in earthen pots of size 20 cm Each 4800 25.00 1.00 25.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
26.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.26
m
26.26
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 3.94
m
Cost per plant Each 0.00 30.20
162610 Hibiscus rosa sinensis of height 45-60 cm in earthen pots of size 20 cm

Page 622
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Cost for Plant

Materials
Hibiscus rosa sinensis of height 45-60 cm in earthen pots of size 20 cm Each 4801 50.00 1.00 50.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
51.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.51
m
51.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 7.73
m
Cost per plant Each 0.00 59.24
162611 Lantana species of height 30-45 cm in earthen pots of size 20 cm
Cost for Plant
Materials
Lantana species of height 30-45 cm in earthen pots of size 20 cm Each 4802 75.00 1.00 75.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
76.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.76
m
76.76
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 11.51
m
Cost per plant Each 0.00 88.27
162612 Murrya exotica of height 30-45 cm in polybag
Cost for Plant
Materials
Murrya exotica of height 30-45 cm in polybag Each 4803 25.00 1.00 25.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
26.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.26
m
26.26
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 3.94
m
Cost per plant Each 0.00 30.20
162613 Putranjiva roxburghii of height 30 cm in polybag

Page 623
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Cost for Plant

Materials
Putranjiva roxburghii of height 30 cm in polybag Each 4804 10.00 1.00 10.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
11.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.11
m
11.11
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 1.67
m
Cost per plant Each 0.00 12.78
162700 Cactus & Succulents
162701 Agave (Green) Kamal Cactusi of height 30-45 cm in earthen pots of size 25
cm.
Cost for Plant
Materials
Agave (Green) Kamal Cactusi of height 30-45 cm in earthen pots of size 25 cm Each 4805 25.00 1.00 25.00

Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00

m
26.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.26
m
26.26
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 3.94
m
Cost per plant Each 0.00 30.20
162702 Cactus mixed variety medium of height 20-30 cm in earthen pots of size 20
cm
Cost for Plant
Materials
Cactus mixed variety medimum of height 20-30 cm in earthern pots of size 20 Each 4806 75.00 1.00 75.00
cm
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
76.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.76
m

Page 624
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

76.76
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 11.51
m
Cost per plant Each 0.00 88.27
162703 Cactus specimen plants of height 20-30 cm in earthen pots of size 20 cm
Cost for Plant
Materials
Cactus speciman plants of height 20-30 cm in earthern pots of size 20 cm Each 4807 250.00 1.00 250.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
251.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.51
m
253.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 38.03
m
Cost per plant Each 0.00 291.54
162704 Furcaria variegated 10-12 leaves in height 20-30 cm in earthen pots of size
25 cm
Cost for Plant
Materials
Furcaria variegated 10-12 leaves in height 20-30 cm in earthern pots of size Each 4808 350.00 1.00 350.00
25 cm
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
351.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 3.51
m
354.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 53.18
m
Cost per plant Each 0.00 407.69
162705 Furcaria variegated 15-20 leaves in height 20-30 cm in earthen pots of size 30
cm
Cost for Plant
Materials
Furcaria variegated 15-20 leaves in height 20-30 cm in earthern pots of size Each 4809 400.00 1.00 400.00
30 cm

Page 625
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00

m
401.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 4.01
m
405.01
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 60.75
m
Cost per plant Each 0.00 465.76
162706 Kalanchoe species full bloom of height 20-45 cm in earthen pots of size 20 cm

Cost for Plant

Materials
Kalanchoe species full bloom of height 20-45 cm in earthern pots of size 20 Each 4810 50.00 1.00 50.00
cm
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
51.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.51
m
51.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 7.73
m
Cost per plant Each 0.00 59.24
162707 Nollina domestica (Phonytail plan) specimen plant of height 45-60 cm in
earthen pots of size 30 cm/ Traypots
Cost for Plant
Materials
Nollina domestica (Phonytail plan) specimen plant of height 45-60 cm in Each 4811 750.00 1.00 750.00
earthern pots of size 30 cm/Traypots
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
751.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 7.51
m
758.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 113.78
m
Cost per plant Each 0.00 872.29

Page 626
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

162708 Rhoeo discolor of height 20-30 cm in earthen pots of size 20 cm

Cost for Plant
Materials
Rhoeo discolor of height 20-30 cm in earthern pots of size 20 cm Each 4812 25.00 1.00 25.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
26.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.26
m
26.26
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 3.94
m
Cost per plant Each 0.00 30.20
162709 Yucca (Gluco ) of height 30-45 cm in earthen pots of size 20 cm
Cost for Plant
Materials
Yucca (Gluco ) of height 30-45 cm in earthern pots of size 20 cm Each 4813 250.00 1.00 250.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
251.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.51
m
253.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 38.03
m
Cost per plant Each 0.00 291.54
162710 Yucca green (ordinary ) of height 30-45 cm in earthen pots of size 20 cm
Cost for Plant
Materials
Yucca green (ordinary ) of height 30-45 cm in earthern pots of size 20 cm Each 4814 250.00 1.00 250.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
251.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.51
m
253.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 38.03
m
Cost per plant Each 0.00 291.54

Page 627
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

162800 Seasonal and other plants

162801 Amanylis fily full blook in earthern pots of size 25 cm
Cost for Plant
Materials
Amaryllis Lilly full bloom in earthern pots of size 25 cm Each 4815 50.00 1.00 50.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
51.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.51
m
51.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 7.73
m
Cost per plant Each 0.00 59.24
162802 Chrysanthemum potted plants in full bloom of height 30-45 cm in earthen pots
of size 20 cm
Cost for Plant
Materials
Chrysanthemum potted plants in full bloom of height 30-45 cm in earthern Each 4816 100.00 1.00 100.00
pots of size 20 cm
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
101.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.01
m
102.01
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 15.30
m
Cost per plant Each 0.00 117.31
162803 Chrysanthemum potted plants in full bloom of height 30-45 cm in earthen pots
of size 25 cm
Cost for Plant
Materials
Chrysanthemum potted plants in full bloom of height 30-45 cm in earthern Each 4817 150.00 1.00 150.00
pots of size 25 cm
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
151.00

Page 628
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.51
m
152.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 22.88
m
Cost per plant Each 0.00 175.39
162804 Dahila (named variety in full bloom) of height 30-45 cm in earthen pots of size
20 cm
Cost for Plant
Materials
Dahila (named variety in full bloom) of height 30-45 cm in earthern pots of size Each 4818 75.00 1.00 75.00
20 cm
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
76.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.76
m
76.76
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 11.51
m
Cost per plant Each 0.00 88.27
162805 Dahila (named variety in full bloom) of height 30-45 cm in earthen pots of size
25 cm
Cost for Plant
Materials
Dahila (named variety in full bloom) of height 30-45 cm in earthern pots of size Each 4819 75.00 1.00 75.00
25 cm
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
76.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.76
m
76.76
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 11.51
m
Cost per plant Each 0.00 88.27
162806 Marigold (inca variety in full bloom) of height 20-30 cm in earthen pots of size
20 cm
Cost for Plant

Page 629
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Materials
Marigold (inca variety in full bloom ) of height 20-30 cm in earthern pots of Each 4820 50.00 1.00 50.00
size 20 cm
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
51.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.51
m
51.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 7.73
m
Cost per plant Each 0.00 59.24
162807 Marigold (inca variety in full bloom) of height 30-45 cm in earthen pots of size
25 cm
Cost for Plant
Materials
Marigold (inca variety in full bloom ) of height 30-45 cm in earthern pots of Each 4821 60.00 1.00 60.00
size 25 cm
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
61.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.61
m
61.61
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 9.24
m
Cost per plant Each 0.00 70.85
162808 Nymphea varieties (Lotus) bloom (Water plants) in earthen pots of size 25 cm

Cost for Plant

Materials
Nymphea varieities (Lotus) bloom (Water plants ) in earthern pots of size 25 Each 4822 250.00 1.00 250.00
cm
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
251.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.51
m
253.51

Page 630
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 38.03
m
Cost per plant Each 0.00 291.54
162809 Seasonal potted plants in full bloom of height 30-45 cm in earthen pots of size
20 cm
Cost for Plant
Materials
Seasonal potted plants in full bloom of height 30-45 cm in earthern pots of Each 4823 40.00 1.00 40.00
size 20 cm
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
41.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.41
m
41.41
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 6.21
m
Cost per plant Each 0.00 47.62
162810 Seasonal potted plants in full bloom of height 30-45 cm in earthen pots of size
25 cm
Cost for Plant
Materials
Seasonal potted plants in full bloom of height 30-45 cm in earthern pots of Each 4824 50.00 1.00 50.00
size 25 cm
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
51.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.51
m
51.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 7.73
m
Cost per plant Each 0.00 59.24
162900 Other items
162901 Selection No 1 grass carpet (Per square meter)
Cost for sqm
Materials
Selection No. 1 grass Sqm 4825 60.00 1.00 60.00

Page 631
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00

m
61.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.61
m
61.61
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 9.24
m
Cost per sqm Sqm 0.00 70.85
162902 Hanging basket ordinary with plants in proper shape (Small size)
Cost for Basket
Materials
Hanging basket Each 4826 45.00 1.00 45.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
46.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.46
m
46.46
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 6.97
m
Cost per basket Each 0.00 53.43
162903 Hanging basket special with plants in proper shape (medium size)
Cost for Basket
Materials
Hanging basket Each 4827 55.00 1.00 55.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
56.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.56
m
56.56
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 8.48
m
Cost per basket Each 0.00 65.04
162904 khurpa superior quality carbon steel of size 8"x3" with wooden handle as
approved sample
Cost for khurpa
Materials

Page 632
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Khurpa Each 4828 50.00 1.00 50.00

Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
51.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.51
m
51.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 7.73
m
Cost per khurpa Each 0.00 59.24
162905 Cane watering 2 Gallon capacity made of G.I sheet 22 gauge complete with
shower
Cost for Watering Cane
Materials
Watering Cane Each 4829 135.00 1.00 135.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
136.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.36
m
137.36
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 20.60
m
Cost per Watering Cane Each 0.00 157.96
162906 Pneumatic sprayer made of brass instantaneous spray control by thumb fitted
with fine mist spray nozzle small brass pump in tank for pressuring 1-1/2 litre
capacity.
Cost for Pneumatic sprayer
Materials
Pneumatic sprayer Each 4830 550.00 1.00 550.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
551.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 5.51
m
556.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 83.48
m
Cost per Pneumatic sprayer Each 0.00 639.99

Page 633
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

162907 Garden secateur roll cut made of steel sheet heavy duty made of high carbon
steel fitted with brass sheet size 8" make Passi or Falcon as per sample
approved
Cost for Garden secateur roll cut
Materials
Garden secateur roll cut Each 4831 250.00 1.00 250.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
251.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.51
m
253.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 38.03
m
Cost per Garden secateur roll cut Each 0.00 291.54
162908 Garden/Hedge shear heavy duty one piece metal and wooden handle
reinforced full iron rod size 12" as per sample approved
Cost for Garden/Hedge shear heavy duty
Materials
Garden/Hedge shear heavy duty Each 4832 400.00 1.00 400.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
401.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 4.01
m
405.01
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 60.75
m
Cost per Garden/Hedge shear heavy duty Each 0.00 465.76
162909 Garden sword with wooden handle heavy duty blade 30" long. Wooden handle
8" and 4" inside as per sample approved
Cost for Garden sword with wooden handle
Materials
Garden sword with wooden handle Each 4833 100.00 1.00 100.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
101.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.01
m

Page 634
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

102.01
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 15.30
m
Cost per Garden sword with wooden handle Each 0.00 117.31
162910 Hand compression sprayer made of brass - all welded joints & tested to a
specific pressure, brass forged fittings, 110 cm. long delivery hose pipe all
brass control trigger, 61 cm long brass extension rod, fine mist spray nozzle
etc. two adjustable carrying belts and a funned stainer as per sample approved

162911 (i) 6 litre capacity

Cost for Hand compression sprayer 6 Ltr
Materials
Hand compression sprayer 6 Ltr Each 4834 1450.00 1.00 1450.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
1451.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 14.51
m
1465.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 219.83
m
Cost per Hand compression sprayer 6 Ltr Each 0.00 1685.34
162912 (ii) 9 litre capacity
Cost for Hand compression sprayer 9 Ltr
Materials
Hand compression sprayer 9 Ltr Each 4835 1550.00 1.00 1550.00
Sundries LS 9999 1.00 1.00 1.00
1551.00
Add for water charges @ 1% 0.00
Total 1551.00
Add for contractor profit @ 15% 0.00
Cost per Hand compression sprayer 9 Ltr Each 0.00 1551.00
163000 Foot sprayer complete with heavy iron frame, having double spring, brass
cylinder and working parts, all brass balls 2m section hose & Stainer 8mm
continuous delivery hose with brass connection all brass control trigger 90 cm
long brass lauce with goose neck band and triple action adjustable nozzle as
per sample approved
Cost for Foot sprayer
Materials

Page 635
 Chapter-16 : Horticulture Landscaping

Item Description Unit Rate Rate Quantity Labour Material

No. Code (Rs.) Cost (Rs.) Cost (Rs.)

Foot sprayer Each 4836 3000.00 1.00 3000.00

Sundries (no rates reqd.) Lumpsu 9999 1.00 1.00 1.00
m
3001.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 30.01
m
3031.01
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 454.65
m
Cost per Foot sprayer Each 0.00 3485.66

Page 636
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

63.44

Page 637
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

226.86

185.84

101.89

Page 638
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

117.78

36.97

Page 639
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

119.69

89.93

12.96

Page 640
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

88.27
8.83

283.93

Page 641
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

307.16

330.39

Page 642
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

347.81

275.80

195.82

Page 643
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

832.95

Page 644
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

1479.69

Page 645
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

53.85

178.55

26.48

Page 646
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

13.72

126.93

Page 647
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

792.34

845.77

Page 648
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

1620.32

Page 649
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

238.69

Page 650
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

320.66

433.19

Page 651
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

559.57

19.29

Page 652
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

18.13

26.92

Page 653
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

25.18

14.19

Page 654
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

123.58

71.69

Page 655
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

2.94

7.11

7.09

Page 656
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

7.04

7.25

7.11

Page 657
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

7.18

7.14

29.28

Page 658
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

40.90

40.63

Page 659
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

83.83

Page 660
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

21.53

17.35

Page 661
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

15.22

17.95

Page 662
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

25.19

301.79

Page 663
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

222.43

536.61

Page 664
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

111.21

179.54

Page 665
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

191.22

85.86

Page 666
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

105.55

88.54

Page 667
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)
89.88

91.22

Page 668
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)
86.74

88.08

89.42

Page 669
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

91.22

92.57

Page 670
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

180.61

45.61

Page 671
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

22.08

147.18

Page 672
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

8.05

6.04

Page 673
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

21.34

30.16

Page 674
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

29.25

35.37

Page 675
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

53.08

58.37

Page 676
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

9.04

11.32

Page 677
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

13.40

16.80

19.37

Page 678
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

3.11

4.10

Page 679
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

5.34

6.82

Page 680
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

8.45

9.61

Page 681
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

40.66

52.28

58.09

Page 682
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

87.12

116.16

5.82

Page 683
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

9.30

11.63

Page 684
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

17.43

20.92

29.15

Page 685
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

34.96

40.77

52.38

Page 686
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

58.19

17.54

23.35

Page 687
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

441.49

290.49

Page 688
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)
371.80

708.98

708.86

Page 689
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

75.61

255.76

220.92

Page 690
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

87.23

75.61

330.10

Page 691
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

441.60

494.10

279.22

Page 692
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

75.61

75.61

69.81

Page 693
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

11.73

34.96

Page 694
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)
69.81

58.19

11.67

Page 695
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

29.10

29.10

40.71

Page 696
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

29.10

17.48

11.67

Page 697
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

69.70

755.09

557.98

Page 698
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

814.21

1046.51

Page 699
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)
1162.66

823.21

1162.66

Page 700
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

9.41

11.73

11.73

Page 701
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

40.77

46.58

40.77

Page 702
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

11.73

46.58

58.19

Page 703
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

5.92

11.73

17.54

Page 704
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

11.73

34.96

5.92

Page 705
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

5.92

17.54

40.77

Page 706
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

40.77

46.69

69.81

Page 707
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

34.90

87.23

40.77

Page 708
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

75.73

232.53

Page 709
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

58.31

58.31

40.88

Page 710
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

87.34

58.31

87.69

Page 711
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

58.31

58.31

Page 712
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

46.69

58.31

174.46

Page 713
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

58.31

58.31

872.29

Page 714
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

1396.12

2906.07

40.88

Page 715
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

46.69

174.46

40.88

Page 716
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

47.62

41.23

116.38

Page 717
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

175.39

46.69

Page 718
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)
58.31

58.31

59.24

Page 719
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

40.88

59.24

69.92

Page 720
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

291.54

581.91

82.47

Page 721
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

82.47

88.27

88.27

Page 722
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

59.24

41.81

41.81

Page 723
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

88.27

47.62

65.04

Page 724
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

117.31

59.24

76.66

Page 725
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

88.27

65.04

Page 726
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

65.04

46.00

175.39

Page 727
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

291.54

88.27

291.54

Page 728
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

872.29

59.24

198.62

Page 729
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

198.62

105.70

30.20

Page 730
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

175.39

88.27

Page 731
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

175.39

88.27

88.27

Page 732
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

88.27

407.69

59.24

Page 733
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

41.81

291.54

1743.41

Page 734
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

59.24

41.81

59.24

Page 735
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

30.20

291.54

Page 736
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

175.39

70.85

314.77

Page 737
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

59.24

233.46

41.81

Page 738
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

59.24

41.81

41.81

Page 739
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

36.01

30.20

117.31

Page 740
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

36.01

291.54

291.54

Page 741
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

291.54

175.39

41.81

Page 742
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

175.39

87.23

87.23

Page 743
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

87.34

87.23

Page 744
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

174.34

59.24

523.84

Page 745
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

117.31

175.39

Page 746
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

175.39

59.24

47.62

Page 747
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

47.62

47.62

41.81

Page 748
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

41.81

59.24

88.27

Page 749
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

88.27

291.54

291.54

Page 750
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

407.69

47.62

47.62

Page 751
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

59.24

59.24

12.78

Page 752
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

30.20

18.58

59.24

Page 753
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

88.27

59.24

59.24

Page 754
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

41.81

30.20

117.31

Page 755
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

41.81

47.62

47.62

Page 756
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

59.24

30.20

30.20

Page 757
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

59.24

41.81

Page 758
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)
41.81

59.24

47.62

Page 759
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

47.62

47.62

175.39

Page 760
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

59.24

88.27

233.46

Page 761
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

291.54

146.35

146.35

Page 762
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

175.39

581.91

88.27

Page 763
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

117.31

117.31

146.35

Page 764
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

291.54

233.46

523.84

Page 765
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

175.39

175.39

117.31

Page 766
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

291.54

175.39

291.54

Page 767
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

291.54

175.39

117.31

Page 768
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

117.31

175.39

88.27

Page 769
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

407.69

175.39

41.81

Page 770
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

175.39

233.46

Page 771
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

291.54

291.54

175.39

Page 772
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

59.24

291.54

233.46

Page 773
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

146.35

291.54

175.39

Page 774
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

175.39

175.39

175.39

Page 775
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

175.39

59.24

Page 776
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

233.46

233.46

59.24

Page 777
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

175.39

233.46

88.27

Page 778
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

59.24

30.20

Page 779
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

59.24

88.27

41.81

Page 780
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

41.81

12.78

6.97

Page 781
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

47.62

47.62

59.24

Page 782
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

59.24

30.20

41.81

Page 783
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

47.62

41.81

59.24

Page 784
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

59.24

59.24

59.24

Page 785
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

30.20

6.97

24.39

Page 786
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

41.81

18.58

175.39

Page 787
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

12.78

30.20

6.97

Page 788
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

30.20

18.58

30.20

Page 789
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

59.24

88.27

30.20

Page 790
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

12.78

30.20

Page 791
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

88.27

291.54

407.69

Page 792
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

465.76

59.24

872.29

Page 793
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

30.20

291.54

291.54

Page 794
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

59.24

117.31

Page 795
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

175.39

88.27

88.27

Page 796
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

59.24

70.85

Page 797
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

291.54

47.62

59.24

Page 798
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

70.85

53.43

65.04

Page 799
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

59.24

157.96

639.99

Page 800
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

291.54

465.76

Page 801
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

117.31

1685.34

1551.00

Page 802
 Chapter-16 : Horticulture Landscaping

Labour &
Material Cost
(Rs.)

3485.66

Page 803
 Chapter-24 : Fencing Boundary Marks

CHAPTER-24 : FENCING AND BOUNDARY MARKS

RItem No. Description Unit Rate Rate Quantity Labour Material Labour &
e Code (Rs.) Cost Cost (Rs.) Material Cost
f (Rs.) (Rs.)
.
241010 Supplying At Site -
D 241011 Precast R.C.C. standard posts (for barbed wire fencing) 1.8m long
S
R Detail of cost for 10 Posts=0.336 cum
1 Details of cost for 10 posts = 0.336cum cum 1664.07 0.336 559.13
Cubical contents of one post
Area bottom A1 =(15+12.5)/2 x8.75+1/2x3.14
x(6.25)²=120.31+61.38=181.69sqcm.
Area bottom A2 = (10+7.5)/2 x6.25+½x3.14
x(3.75)² sqcm
= 54.68+22.08 = 76.76 sqcm.
√(A1A2) = 118.10sqcm
A1+A2+ √(A1 A2)= 0.03766 sqm
Volume = (1.05)/3x0.03766 = 0.01316 cum
=0.0132cum.
Volume of lower and square portion
(16.5x16.5x75)/100x100x100 = 0.0204cum.
Total volume = 0.0132+0.0204 cum
= 0.0336 cum. Qty. for 10 post
= 0.0336x10
= 0.336cum.
Cement concrete 1:2:4 (1 Cement: 2
Coarse sand : 4 graded stone aggregate
12.5mm nominal size) Rate as per ch of concrete item no.031023

Ordinary Portland Cement - Grade 43 Tonne 9096 4520 0.108 488.16

Extra labour for laying cement concrete in R.C.C work 0.00
Beldar Day 0114 152 0.034 5.17
Bhisti Day 0101 158 0.067 10.59
Mason (brick layer) 1st class Day 0123 168 0.013 2.18
Mason (brick layer) 2nd class Day 0124 158 0.013 2.05
Mate Day 0128 158 0.013 2.05

Page 804
 Chapter-24 : Fencing Boundary Marks

RItem No. Description Unit Rate Rate Quantity Labour Material Labour &
e Code (Rs.) Cost Cost (Rs.) Material Cost
f (Rs.) (Rs.)
.
M.S. Reinforcement quintal 1004 3275 0.264 865.91
6mm dia. bars
10x4xl.88m = 75.20m+
10x9x0.50m=45.00m =
120.20m
120.2)m@0.22kg/m =26.44kg.

Centering and shuttering Rate as per ch of R C C item no.042015 sqm 240.50 6.990 1681.10
6mm C.Plaster 1:2 (1 Cement: 2 fine sand) 735.50 0.071 52.22
Details of cost for 9.88 sqm.
(0.072)/l 0x9.88 = 0.071 Rate as per item no.19 of AOR Mortar
Cement Tonne 0367 0 0.050 0.00
Carriage LS 0 0 0.050 0.00
Fine sand (Zone IV) cum 0983 600 0.070 42.00
Carriage LS 0 0 0.070 0.00
Beldar Day 0114 152 0.050 7.60
Bhisti Day 0101 158 0.020 3.16
Mason (average) Day 0155 158 0.640 101.12
Coolie Day 0115 152 0.800 121.60
Bhisti Day 0101 158 0.270 42.66
Hire and running charges of mixer Lumpsum 9999 1 5.070 5.07
Extra for removing burr, cleaning with wire brushes, pock making with Lumpsum 9999 1 34.480 34.48
pointed tool etc.
complete
Scaffolding and sundries Lumpsum 9999 1 30.080 30.08
Carriage of RCC posts Lumpsum 9999 1 139.930 0.00
Wooden plugs or 6 mm bar nibs Lumpsum 9999 1 31.770 31.77
Sundries (no rates reqd.) Lumpsum 9999 1 35.150 35.15
4123.25
Add for Water Charges @1% (no rates reqd.) 0.01 41.23
4164.48
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 624.67
Cost for 0.336 cum=10 post 4789.15
Cost of one post Each 478.92 478.92
D 241012 Precast R.C.C. standard struts 2.0metres long
S
R Detail of cost for 10 Struts=0.21 cum
1

Page 805
 Chapter-24 : Fencing Boundary Marks

RItem No. Description Unit Rate Rate Quantity Labour Material Labour &
e Code (Rs.) Cost Cost (Rs.) Material Cost
f (Rs.) (Rs.)
.
Cubical contents for R.C.C. Struts 0.10x0.10x2.00 =0.020
0.10x.5x0.1x0.11=0.001 =0.021 cum For ten post
=10x0.021=0.21 cum
Surface area of plaster 4x0.10x2.00=0.800 2x.5x0.10x.11=0.011
1x0.11x0.10 =0.011 0.10x0.10=0.010 =0.832 For
ten post =10x0.832=8.32 sqm
Centring and shuttering 3x0.10x2.00=0.60 0.10x0.10=0.01
2x.5x0.10x0.11=0.011 1x0.11x0.10=0.011=0.632
For ten posts=10x0.632=6.32 sqm
Cement concerete 1:2:4 (1 cement : 2 coarse sand:4 graded stone cum 2137.59 0.210 448.89
aggregrate 12.5 mm nominal size Rate as per ch of concrete item
no.031023
Ordinary Portland Cement - Grade 43 Tonne 9096 4520 0.067 302.84
Extra labour for laying cement concrete in R.C.C work
Beldar Day 0114 152 0.021 3.19
Bhisti Day 0101 158 0.042 6.64
Mason (brick layer) 1st class Day 0123 168 0.008 1.34
Mason (brick layer) 2nd class Day 0124 158 0.008 1.26
Mate Day 0128 158 0.008 1.26

M.S. Reinforcement 6mm dia bars 10x4x2.08=83.20 m 10x10x0.30 quintal 1004 3275 0.249 815.48
=30.00 m t0tal=113.20 m @ 0.22 kg/m =24.904 kg say 24.90 kg
Centering and shuttering Rate as per ch of R C C item no.042015 sqm 240.50 6.320 1519.96
6mm C.Plaster 1:2 (1 Cement: 2 fine sand)Rate as per item no.19 of cum 735.50 0.071 52.22
AOR Mortar Details of cost for 8.320 sqm.
Cement Tonne 0367 0 0.04 0.00
Carriage LS 0 0 0.040 0.00
Fine sand (Zone IV) cum 0983 600 0.060 36.00
Carriage LS 0 0 0.060 0.00
Beldar Day 0114 152 0.040 6.08
Bhisti Day 0101 158 0.017 2.69
Mason (average) Day 0155 158 0.550 86.90
Coolie Day 0115 152 0.650 98.80
Bhisti Day 0101 158 0.220 34.76
Hire and running charges of mixer Lumpsum 9999 1 4.250 4.25
Carriage of R.C.C Struts Lumpsum 9999 1 26.910 0.00
Sundries (no rates reqd.) Lumpsum 9999 1 6.760 6.76

Page 806
 Chapter-24 : Fencing Boundary Marks

RItem No. Description Unit Rate Rate Quantity Labour Material Labour &
e Code (Rs.) Cost Cost (Rs.) Material Cost
f (Rs.) (Rs.)
.
253.94 3175.39
Add for Water Charges @1% (no rates reqd.) 0.01 2.54 31.75
256.48 3207.14
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 38.47 481.07
Cost of 10 struts 294.95 3688.21
Cost of 1 struts Each 29.49 368.82 398.32
D 241013 Precast R.C.C. standard posts (for palisade fencing) 1.8m long
S
R Detail of cost for 10 Posts=0.336 cum
1 Details of cost for 10 posts = 0.336cum cum 1664.07 0.336 559.13
Cubical contents of one post
Area bottom A1 =(15+12.5)/2 x8.75+1/2x3.14
x(6.25)²=120.31+61.38=181.69sqcm.
Area bottom A2 = (10+7.5)/2 x6.25+½x3.14
x(3.75)² sqcm
= 54.68+22.08 = 76.76 sqcm.
√(A1A2) = 118.10sqcm
A1+A2+ √(A1 A2)= 0.03766 sqm
Volume = (1.05)/3x0.03766 = 0.01316 cum
=0.0132cum.
Volume of lower and square portion
(16.5x16.5x75)/100x100x100 = 0.0204cum.
Total volume = 0.0132+0.0204 cum
= 0.0336 cum. Qty. for 10 post
= 0.0336x10
= 0.336cum.
Cement concrete 1:2:4 (1 Cement: 2
Coarse sand : 4 graded stone aggregate
12.5mm nominal size) Rate as per ch of concrete item no.031023

Ordinary Portland Cement - Grade 43 Tonne 9096 4520 0.108 488.16

Extra labour for laying cement concrete in R.C.C work
Beldar Day 0114 152 0.034 5.17
Bhisti Day 0101 158 0.067 10.59
Mason (brick layer) 1st class Day 0123 168 0.013 2.18
Mason (brick layer) 2nd class Day 0124 158 0.013 2.05
Mate Day 0128 158 0.013 2.05

Page 807
 Chapter-24 : Fencing Boundary Marks

RItem No. Description Unit Rate Rate Quantity Labour Material Labour &
e Code (Rs.) Cost Cost (Rs.) Material Cost
f (Rs.) (Rs.)
.
M.S. Reinforcement quintal 1004 3275 0.264 865.91
6mm dia. bars
10x4xl.88m = 75.20m+
10x9x0.50m=45.00m =
120.20m
120.2)m@0.22kg/m =26.44kg.

Centering and shuttering Rate as per ch of R C C item no.042015 sqm 240.50 6.990 1681.10
6mm C.Plaster 1:2 (1 Cement: 2 fine sand) cum 735.50 0.071 52.22
Details of cost for 9.88 sqm.
(0.072)/l 0x9.88 = 0.071 Rate as per item no.19 of AOR Mortar
Cement Tonne 0367 0 0.050 0.00
Carriage LS 0 0 0.050 0.00
Fine sand (Zone IV) cum 0983 600 0.070 42.00
Carriage LS 0 0 0.070 0.00
Beldar Day 0114 152 0.050 7.60
Bhisti Day 0101 158 0.020 3.16
Mason (average) Day 0155 158 0.640 101.12
Coolie Day 0115 152 0.800 121.60
Bhisti Day 0101 158 0.270 42.66
Hire and running charges of mixer Lumpsum 9999 1 5.070 5.07
Extra for removing burr, cleaning with wire brushes, pock making with Lumpsum 9999 1 34.480 34.48
pointed tool etc.
complete
Scaffolding and sundries Lumpsum 9999 1 30.080 30.08
Carriage of RCC posts Lumpsum 9999 1 139.930 0.00
Wooden plugs or 6 mm bar nibs Lumpsum 9999 1 31.770 31.77
Sundries (no rates reqd.) Lumpsum 9999 1 35.150 35.15
362.75 3232.12
Add for Water Charges @1% (no rates reqd.) 0.01 3.63 32.32
366.37 3264.44
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 54.96 489.67
Cost for 0.336 cum=10 post 421.33 3754.11
Cost of one post Each 42.13 375.41 417.54
241014 Precast R.C.C. standard rails 2.25 metre long (90mm x 50mm) as per IR
Unified Standard Specifications
Details of cost for each
Material

Page 808
 Chapter-24 : Fencing Boundary Marks

RItem No. Description Unit Rate Rate Quantity Labour Material Labour &
e Code (Rs.) Cost Cost (Rs.) Material Cost
f (Rs.) (Rs.)
.
R.C.C. standard rails 2.25 metre long (90mm x 50mm) as per IR Unified Each 9682 195 1.000 195.00
Standard Specifications
Carriage Lumpsum 9999 1 7.150 0.00
195.00
Add for Water Charges @1% (no rates reqd.) 0.01 1.95
196.95
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 29.54
Cost per rail Each 0.00 226.49 226.49
241015 Precast R.C.C. standard rails 1.25 metre long (75mm x 50mm) as per IR
Unified Standard Specifications
Details of cost for each
Material
R.C.C. standard rails 1.25 metre long (75mm x 50mm) as per IR Unified Each 9683 105 1.000 105.00
Standard Specifications
Carriage Lumpsum 9999 1 5.330 0.00
105.00
Add for Water Charges @1% (no rates reqd.) 0.01 1.05
106.05
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 15.91
Cost per pale Each 0.00 121.96 121.96
241016 Sal ballies of 30cm minimum girth
Details of cost for 10 m
Material
125mm dia sal ballies metre 9252 250 10.000 2500.00
Carriage Lumpsum 9999 1 5.330 0.00
2500.00
Add for Water Charges @1% (no rates reqd.) 0.01 25.00
2525.00
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 378.75
Cost of 10 m 2903.75
Cost per m metre 0 290.38 290.375
241017 Casurina post of 30 cm minimum girth
Details of cost for 10 m
Material
Casurina ballies/posts 100 mm average dia metre 9207 90 10.000 900.00
Carriage 0.00
900.00

Page 809
 Chapter-24 : Fencing Boundary Marks

RItem No. Description Unit Rate Rate Quantity Labour Material Labour &
e Code (Rs.) Cost Cost (Rs.) Material Cost
f (Rs.) (Rs.)
.
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 9.00
909.00
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 136.35
Cost of 10 m 1045.35
Cost per m metre 0 104.54 104.535
241018 MS angle posts/ struts, of required size, including bottom to be split and
bent at right angle in opposite direction for 10cm length and drilling holes
upto 10mm dia. etc. complete
Details of cost for 1 quintal
Material
M.S. angle =1.00 q Add 5% wastage=0.05 q Total= 1.05 q quintal 1007 3400 1.050 3570.00
Carriage of angle iron LS 0 0 0.105 0.00
Labour
Blacksmith 2nd class Day 0103 158 0.750 118.50
Beldar Day 0114 152 0.500 76.00
For splitting ,bending of angle and drilling holes etc.
Blacksmith 2nd class Day 0103 158 1.000 158.00
Beldar Day 0114 152 1.000 152.00
Sundries (no rates reqd.) Lumpsum 9999 1 19.760 19.76
524.26 3570.00
Add for Water Charges @1% (no rates reqd.) 0.01 5.24 35.70
529.50 3605.70
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 79.43 540.85
Cost for 1 quintal 608.93 4146.55 4755.48299
Cost of 1 kg Kg 6.09 41.47 47.55
N 241019 MS angle of required size for rails of palisade fencing
e
Details of cost for 1 quintal
w
Material
M.S. angle =1.00 q Add 5% wastage=0.05 q Total= 1.05 q quintal 1007 3400 1.050 3570.00
Carriage of angle iron LS 0 0 0.105 0.00
Labour
Blacksmith 2nd class Day 0103 158 0.750 118.50
Beldar Day 0114 152 0.500 76.00
For splitting ,bending of angle and drilling holes etc.
Blacksmith 2nd class Day 0103 158 1.000 158.00
Beldar Day 0114 152 1.000 152.00
Sundries (no rates reqd.) Lumpsum 9999 1 19.760 19.76

Page 810
 Chapter-24 : Fencing Boundary Marks

RItem No. Description Unit Rate Rate Quantity Labour Material Labour &
e Code (Rs.) Cost Cost (Rs.) Material Cost
f (Rs.) (Rs.)
.
524.26 3570.00
Add for Water Charges @1% (no rates reqd.) 0.01 5.24 35.70
529.50 3605.70
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 79.43 540.85
Cost for 1 quintal 608.93 4146.55
Cost of 1 kg Kg 6.09 41.47 47.55
D 241021 Welded steel wire fabric of required width rectangular mesh 75x25mm
S size, weight not less than 7.75kg/ Sqm painted with two or more coats of
R enamel paint of approved shade over a coat of primer (painting to be
1 paid for separately)
7
Details of cost per sqm
Material
Steel wire fabric 0.9 m wide rectangular mesh 75x25mm size weight not Sqm 1021 330 1.000 330.00
less than 7.75 kg/sqm 30x.09 =27 sqm
Blacksmith 2nd class Day 0103 158 0.200 31.60
Beldar Day 0114 152 0.100 15.20
Carriage of wire 7.75x27 =209.25 kg =0.209 tonne LS 0 0 0.209 0.00
376.80
Add for Water Charges @1% (no rates reqd.) 0.01 3.77
380.57
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 57.09
Cost per sqm 437.65
Cost per sqm Sqm 0.00 437.65 437.65
### 241022 Chain Link fabric mesh of size 50X50 mm size made of GI wire of 4 mm
dia.
Details of cost for 1 sqm
Material
Chain link fabric mesh 50x50mm @3.945 kg/sqm 27x3.945=106.515 kg Sqm 8695 258 1.065 274.77

Labour 0.00
Blacksmith 2nd class Day 0103 158 0.200 31.60
Beldar Day 0114 152 0.100 15.20
Sundries (no rates reqd.) Lumpsum 9999 1 45.000 45.00
366.57
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 3.67
370.24
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 55.54

Page 811
 Chapter-24 : Fencing Boundary Marks

RItem No. Description Unit Rate Rate Quantity Labour Material Labour &
e Code (Rs.) Cost Cost (Rs.) Material Cost
f (Rs.) (Rs.)
.
Cost per sqm 425.77
Cost per sqm Sqm 425.77 425.77
### 241023 Chain Link fabric mesh of size 50X50 mm size made of GI wire of 4 mm
dia. PVC coated to outer dia of 5 mm
Details of cost for 1 sqm
Material
Chain link fabric mesh 50x50mm @3.945 kg/sqm 27x3.945=106.515 kg Sqm 8696 490 1.065 521.85

Labour 0.00
Blacksmith 2nd class Day 0103 158 0.200 31.60
Beldar Day 0114 152 0.100 15.20
Sundries (no rates reqd.) Lumpsum 9999 1 48.000 48.00
616.65
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 6.17
622.82
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 93.42
Cost per sqm 716.24
Cost per sqm Sqm 0.00 716.24 716.24
242010 Providing 1.2m high fencing with 1.8m R.C.C. Post placed every 3m
apart, embedded in cement concrete blocks, every 15th post (or nearer if
there is abrupt change of ground slope), last but one end post and
corner post shall be strutted on both sides and end post one side only,
and struts embedded in cement concrete blocks, provided with 5
horizontal lines and two diagonals of G.I. barbed wire 9.38kg per
100metres (min) between the two posts fitted and fixed with G.I. staples
on turn buckles or G.I. binding wire tied to 6mm bar nibs fixed while
casting the post (cost of posts, struts and concrete to be paid for
separately)

Details of cost for 30m

Materials
G.I.barbed wire 30x5 =150.00m 2x10x3.162=63.24m=213.24m quintal 1029 5350 0.200 1070.00
@9.38/100m=20.00kg say .20q
Carriage of barbed wire LS 0 0 0.020 0.00
G.I. Staples Lumpsum 9999 1 27.000 27.00
Labour for fixing post in line and fixing and stretching wire
Mason (brick layer) 1st class Day 0123 168 0.120 20.16

Page 812
 Chapter-24 : Fencing Boundary Marks

RItem No. Description Unit Rate Rate Quantity Labour Material Labour &
e Code (Rs.) Cost Cost (Rs.) Material Cost
f (Rs.) (Rs.)
.
Mason (brick layer) 2nd class Day 0124 158 0.120 18.96
Beldar Day 0114 152 0.300 45.60
Blacksmith 1st class Day 0102 168 0.300 50.40
Blacksmith 2nd class Day 0103 158 0.300 47.40
182.52 1097.00
Add for Water Charges @1% (no rates reqd.) 0.01 1.83 10.97
184.35 1107.97
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 27.65 166.20
Cost of 30 m 212.00 1274.17
Cost per m metre 7.07 42.47 49.54
D 242020 Providing 1.2m high fencing with 1.8m Sal balli/Casurina ballies posts,
S 30cm girth (min) placed every 2.5m apart, embedded in cement concrete
R blocks and every 15th post (or nearer if there is abrupt change of
1 ground slope) , last but one end post and corner post shall be strutted on
7 both sides and end post one side only, and struts embedded in cement
. concrete blocks, provided with 5 horizontal lines and two diagonals of
2 G.I. barbed wire 9.38kg per 100metres (min) between the two posts
8 fitted and fixed with G.I. staples driven into the posts including two coats
of coal tarring of ballies complete (cost of posts, struts, and concrete to
be paid for separately)

Details of cost for 30m

Materials
G.I.barbed wire 30x5 =150.00m 2x12x2.69=24x2.69=64.56m=214.56m quintal 1029 5350 0.201 1075.35
@9.38/100m=20.12kg say .201q

Carriage of barbed wire LS 0 0 0.020 0.00

G.I. Staples Lumpsum 9999 1 40.300 40.30
Labour for fixing post in line and fixing and stretching wire
Mason (brick layer) 1st class Day 0123 168 0.120 20.16
Mason (brick layer) 2nd class Day 0124 158 0.120 18.96
Beldar Day 0114 152 0.500 76.00
Carpenter 2nd class Day 0112 158 1.000 158.00
Coal tarring sal ballies 12x.3x1.8=6.48 sqm 2x0.30x2.00=1.20 sqm
2x0.30x0.053=0.03 sqm 7.71 sqm
Lime Lumpsum 9999 1 1.040 1.04

Page 813
 Chapter-24 : Fencing Boundary Marks

RItem No. Description Unit Rate Rate Quantity Labour Material Labour &
e Code (Rs.) Cost Cost (Rs.) Material Cost
f (Rs.) (Rs.)
.
Coal Tar Emulsion litre 0324 25 2.160 54.00
Carriage of material Lumpsum 9999 1 1.040 0.00
Kerosene oil litre 0771 9.34 0.386 3.61
Labour for coal tarring
Beldar Day 0114 152 0.330 50.16
Brushes etc. Lumpsum 9999 1 4.160 4.16
Sundries (fire wood) Lumpsum 9999 1 4.160 4.16
Sundries (no rates reqd.) Lumpsum 9999 1 13.520 13.52
403.77 1115.65
Add for Water Charges @1% (no rates reqd.) 0.01 4.04 11.16
407.80 1126.81
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 61.17 169.02
Cost of 30 m 468.97 1295.83
Cost per m metre 15.63 43.19 58.83
D 242030 Providing 1.8m high fencing with 2.5m sal balli posts, 30cm girth (min)
S placed every 2.5m apart, embedded in cement concrete blocks and
R every 15th post (or nearer if there is abrupt change of ground slope) ,
1 last but one end post and corner post shall be strutted on both sides and
7 end post one side only, and struts embedded in cement concrete blocks,
. provided with 5 horizontal lines and two diagonals of G.I. barbed wire
2 9.38kg per 100metres (min) between the two posts fitted and fixed with
9 G.I. staples driven into the posts including two coats of coal tarring of
ballies complete (cost of posts, struts and concrete to be paid for
separately).

Details of cost for 30m

Materials
G.I.barbed wire 30x5 =150.00m 12x2x2.97=71.28 m=221.28m quintal 1029 5350 0.208 1110.13
@9.38/100m=20.75kg say 0.2075q
Carriage of barbed wire LS 0 0 0.021 0.00
G.I. Staples Lumpsum 9999 1 47.190 47.19
Labour for fixing post in line and fixing and stretching wire
Mason (brick layer) 1st class Day 0123 168 0.120 20.16
Mason (brick layer) 2nd class Day 0124 158 0.120 18.96
Beldar Day 0114 152 0.450 68.40
Carpenter 2nd class Day 0112 158 0.700 110.60
Coal tarring sal ballies 12x.03x2.50=9.00 sqm 2x0.30x2.00=1.20 sqm
2x0.30x0.053=0.03 sqm 10.23 sqm

Page 814
 Chapter-24 : Fencing Boundary Marks

RItem No. Description Unit Rate Rate Quantity Labour Material Labour &
e Code (Rs.) Cost Cost (Rs.) Material Cost
f (Rs.) (Rs.)
.
Lime Lumpsum 9999 1 1.430 1.43
Coal Tar Emulsion litre 0324 25 2.860 71.50
Carriage of material Lumpsum 9999 1 1.430 0.00
Kerosene oil litre 0771 9.34 0.510 4.76
Labour for coal tarring
Beldar Day 0114 152 0.440 66.88
Brushes etc. Lumpsum 9999 1 5.460 5.46
Sundries (fire wood) Lumpsum 9999 1 5.460 5.46
Sundries (no rates reqd.) Lumpsum 9999 1 17.550 17.55
391.16 1157.32
Add for Water Charges @1% (no rates reqd.) 0.01 3.91 11.57
395.08 1168.89
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 59.26 175.33
Cost of 30 m 454.34 1344.22
Cost per m metre 15.14 44.81 59.95
242040 Providing 2.4m high fencing with 3.3m sal balli posts, 30cm girth (min)
D placed every 2.5m apart, embedded in cement concrete blocks and
S every 15th post (or nearer if there is abrupt change of ground slope) ,
R last but one end post and corner post shall be strutted on both sides and
1 end post one side only, and struts embedded in cement concrete blocks,
7 provided with 7 horizontal lines and two diagonals of G.I. barbed wire
. 9.38kg per 100m (min) between the two posts fitted and fixed with G.I.
3 staples driven into the posts including two coats of coal tarring of ballies
0 complete (cost of posts, struts and concrete to be paid for separately).

Details of cost for 30m

Materials
G.I.barbed wire 30x7 =210.00m 2X12X3.33=79.92 m=289.92m quintal 1029 5350 0.272 1455.20
@9.38/100m=27.195kg say 0.272q
Carriage of barbed wire LS 0 0 0.027 0.00
G.I. Staples Lumpsum 9999 1 54.080 54.08
Labour for fixing post in line and fixing and stretching wire
Mason (brick layer) 1st class Day 0123 168 0.160 26.88
Mason (brick layer) 2nd class Day 0124 158 0.160 25.28
Beldar Day 0114 152 0.600 91.20
Carpenter 2nd class Day 0112 158 0.900 142.20

Page 815
 Chapter-24 : Fencing Boundary Marks

RItem No. Description Unit Rate Rate Quantity Labour Material Labour &
e Code (Rs.) Cost Cost (Rs.) Material Cost
f (Rs.) (Rs.)
.
Coal tarring sal ballies 12x.03x3.30=11.88 sqm 2x0.30x2.00=1.20 sqm
2x0.30x0.053=0.03 sqm 13.11 sqm
Lime Lumpsum 9999 1 1.820 1.82
Coal Tar Emulsion litre 0324 25 3.670 91.75
Carriage of material Lumpsum 9999 1 1.820 0.00
Kerosene oil litre 0771 9.34 0.660 6.16
Labour for coal tarring 0.00
Beldar Day 0114 152 0.560 85.12
Brushes etc. Lumpsum 9999 1 7.020 7.02
Sundries (fire wood) Lumpsum 9999 1 7.020 7.02
Sundries (no rates reqd.) Lumpsum 9999 1 47.190 47.19
531.64 1509.28
Add for Water Charges @1% (no rates reqd.) 0.01 5.32 15.09
536.96 1524.37
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 80.54 228.66
Cost of 30 m 617.50 1753.03
Cost per m metre 20.58 58.43 79.02
242050 Providing 1.2m high fencing with 1.8m angle iron 40x40x6mm posts
D placed every 3m centre to centre embedded in cement concrete blocks
S every 15th post (or nearer if there is abrupt change of ground slope) last
R but one end post and corner post shall be strutted on both sides and end
1 post on one side only, and struts embedded in cement concrete blocks,
7 and provided with 5 horizontal lines and two diagonals interwoven with
. horizontal GI barbed wires, of barbed wire 9.38kg per 100 metre (min)
3 between the two posts fitted and fixed with G.I. staples, complete (cost
2 of posts, struts and concrete to be paid for separately).

Details of cost for 30m

Materials
G.I.barbed wire 30x5 =150.00m 2x10x3.16=63.24 m=213.24m quintal 1029 5350 0.200 1070.00
@9.38/100m=20.0kg say 0.20q
Carriage of barbed wire LS 0 0 0.020 0.00
Turn buckle and staple rate as per item no.242070 1set 95.01 10.000 950.11
G.I. Staples Lumpsum 9999 1 27.000 27.00
Labour for fixing post in line and fixing and stretching wire
Mason (brick layer) 1st class Day 0123 168 0.120 20.16

Page 816
 Chapter-24 : Fencing Boundary Marks

RItem No. Description Unit Rate Rate Quantity Labour Material Labour &
e Code (Rs.) Cost Cost (Rs.) Material Cost
f (Rs.) (Rs.)
.
Mason (brick layer) 2nd class Day 0124 158 0.120 18.96
Beldar Day 0114 152 0.300 45.60
Blacksmith 1st class Day 0102 168 0.300 50.40
Blacksmith 2nd class Day 0103 158 0.300 47.40
182.52 1097.00
Add for water charges @ 1% on all except A 0.01 1.83 10.97
184.35 1107.97
Add for contractors profit and overhead @15% on all except A 0.15 27.65 166.20
Cost of 30 m 212.00 1274.17
2224.27
Cost per m metre 7.07 42.47 49.54
D 242060 Providing 1.8m high fencing with 2.4m angle iron 50x50x6mm posts
S placed every 3m centre to centre embedded in cement concrete blocks
R every 15th posts (or nearer if there is abrupt change of ground slope)
1 last but one end post and corner post shall be strutted on both sides and
7 end posts on one side only, and struts embedded in cement concrete
. blocks, and provided with 7 horizontal lines and two diagonals
3 interwoven with horizontal GI barbed wires, of barbed wire 9.38kg per
3 100 metre (min) between the two posts fitted and fixed with G.I. staples,
turn buckles etc. complete (cost of posts, struts and concrete to be paid
for separately).

Details of cost for 30m

Materials
G.I.barbed wire 30x7 =210.00m 10x2x3.4=68 m=278m quintal 1029 5350 0.261 1396.35
@9.38/100m=26.08kg say 0.261q
Carriage of barbed wire LS 0 0 0.025 0.00
Turn buckle and staple rate as per item no.242070 1set 95.01 1.000 95.01
Labour for fixing post in line and fixing and stretching wire
Mason (brick layer) 1st class Day 0123 168 0.120 20.16
Mason (brick layer) 2nd class Day 0124 158 0.120 18.96
Beldar Day 0114 152 0.500 76.00
Blacksmith 1st class Day 0102 168 0.500 84.00
Blacksmith 2nd class Day 0103 158 0.500 79.00
Sundries (no rates reqd.) Lumpsum 9999 1 17.550 17.55
295.67 1491.36
Add for water charges @ 1% on all except A 0.01 2.96 14.91

Page 817
 Chapter-24 : Fencing Boundary Marks

RItem No. Description Unit Rate Rate Quantity Labour Material Labour &
e Code (Rs.) Cost Cost (Rs.) Material Cost
f (Rs.) (Rs.)
.
298.63 1506.27
Add for contractors profit and overhead @15% on all except A 0.15 44.79 225.94
Cost of 30 m 343.42 1732.22
1827.23
Cost per m metre 11.45 57.74 69.19
D 242070 Extra for supplying and fixing turn buckles and straining bolts for barbed
S wire fencing.
R
1 Details of cost for one set
Materials
Galvanised steel turn buckles Each 1030 11 1.000 11.00
Straining bolts 1 kg weight Each 1028 55 1.000 55.00
Carriage of steel turn buckles & Straining bolts Lumpsum 9999 1 2.730 0.00
Labour for fixing Straining bolts & turn buckles
Blacksmith 2nd class Day 0103 158 0.100 15.80 66.00
Add for Water Charges @1% (no rates reqd.) 0.01 0.16 0.66
15.96 66.66
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 2.39 10.00
Cost per set Each 18.35 76.66 95.01
C 242080 Supplying and fixing of barbed wire weighing 9.38 kg per 100 metre
R (min) on previously erected posts with wire nails, hooks, stitching bolts,
1 binding wire etc. straight and/or cross pattern. (Rate includes drilling of
5 holes in the post wherever required) Note : This item can also be
1 operated as extra over Items 242010 to 242060 for fixing additional
0 wires to those stipulated in the respective items.
4

Details of cost per 100 meter

Materials
G.I.barbed wire =100.00m @9.38/100m=9.38kg say .094q quintal 1029 5350 0.094 502.90
Nails,Binding wire etc. Lumpsum 9999 1 3.770 3.77
Labour
Blacksmith 2nd class Day 0103 158 1.000 158.00
Beldar Day 0114 152 2.000 304.00
462.00 506.67
Add for Water Charges @1% (no rates reqd.) 0.01 4.62 5.07
466.62 511.74
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 69.99 76.76

Page 818
 Chapter-24 : Fencing Boundary Marks

RItem No. Description Unit Rate Rate Quantity Labour Material Labour &
e Code (Rs.) Cost Cost (Rs.) Material Cost
f (Rs.) (Rs.)
.
Cost per 100 m 536.61 588.50
Cost per m per metre 5.37 5.88 11.25
of barbed
wire
C 242090 Erection of precast RCC/MS section/Sal balli post upto 2 m height
R including excavation in all types of soil, filling back loose earth and
1 consolidating etc. complete for making the post rigid. Concrete work in
5 foundation to be paid for separately.
1
0
Details of cost per unit
Labour
Beldar Day 0114 152 0.200 30.40
Add for Water Charges @1% (no rates reqd.) 0.01 0.30
30.70
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 4.61
Cost per unit Each 35.31 0.00 35.31
D 242100 Providing 1.2m high welded steel wire fabric fencing /chain link fabric
S with 1.8m posts of specified material and design placed at every 3m
R apart embedded in cement concrete blocks every 15th post (or nearer as
1 per site conditions), last but one end post and corner post shall be
7 strutted on both sides and end post one side only and struts embedded
. in cement concrete blocks, provided with welded steel wire fabric 0.90m
3 wide rectangular mesh 75x25mm size weighting not less than 7.75kg/
5 Sqm. fixed between the posts fitted and fixed with G.I. staples on
wooden plugs or tied to 6mm bar nibs with G.I. binding wire (cost of
posts, struts welded steel wire fabric, painting, and concrete to be paid
for separately)

Details of cost for 30m

Labour for fixing post in line and fixing and stretching-welded wire
fabric
Mason (brick layer) 1st class Day 0123 168 0.120 20.16
Mason (brick layer) 2nd class Day 0124 158 0.120 18.96
Beldar Day 0114 152 0.500 76.00
Blacksmith 1st class Day 0102 168 0.500 84.00
Blacksmith 2nd class Day 0103 158 0.500 79.00
G.I. staple or wire binding Lumpsum 9999 1 53.820 53.82

Page 819
 Chapter-24 : Fencing Boundary Marks

RItem No. Description Unit Rate Rate Quantity Labour Material Labour &
e Code (Rs.) Cost Cost (Rs.) Material Cost
f (Rs.) (Rs.)
.
Sundries (no rates reqd.) Lumpsum 9999 1 53.820 53.82
385.76
Add for Water Charges @1% (no rates reqd.) 0.01 3.86
389.62
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 58.44
Cost for 30m 448.06
Cost per m metre 14.94 0.00 14.94
C 242110 Fixing posts (M.S. angle/flat) of any shape over top of wall, including
R making holes in masonry and fixing posts in cement concrete. (Cement
1 Concrete to be paid separately)
5
1
Details of cost of each post
Labour
Mason (brick layer) 1st class /Blacksmith Day 0123 168 0.170 28.56
Beldar Day 0114 152 0.170 25.84
54.40
Add for Water Charges @1% (no rates reqd.) 0.01 0.54
54.94
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 8.24
Cost per post Each 63.19 0.00 63.19
D 242120 Providing 1.3 metre high concrete rail and pale fencing of standard
S design with 1.8m R.C.C. posts 2.25m rails and 1.25m pales, posts
R placed at 2.25m apart (Cost of concrete work, posts, rails and pales to
1 be paid for separately)
7
Details of cost for 30m
Labour for erecting at site
Mason (brick layer) 1st class Day 0123 168 0.500 84.00
Mason (brick layer) 2nd class Day 0124 158 0.400 63.20
Beldar Day 0114 152 1.000 152.00
Carriage of post, rails and pales at site Lumpsum 9999 1 53.820 0.00
Sundries etc. Lumpsum 9999 1 53.820 53.82
353.02
Add for Water Charges @1% (no rates reqd.) 0.01 3.53
356.55
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 53.48
Cost of 30 m 410.03

Page 820
 Chapter-24 : Fencing Boundary Marks

RItem No. Description Unit Rate Rate Quantity Labour Material Labour &
e Code (Rs.) Cost Cost (Rs.) Material Cost
f (Rs.) (Rs.)
.
Cost per m metre 13.67 0.00 13.67
W242130 Making tie bar/Boiler tube fencing from old tie bars/Boiler tube, supplied
R by railway, including straightening, cutting, drilling holes,
1 rivetting/welding as per approved plan and depositing the excess scrap
6 in Railway Stores. Note : Due allowance for loss in standard weight of tie
1 bars will be made while making payments depending upon condition of
1 the tie bars/boiler tube.

Detail of cost per quintal

Labour
Assistant Fitter or 2nd class Fitter Day 0117 158 0.5 79.00
Blacksmith 2nd class Day 0103 158 0.5 79.00
Beldar Day 0114 152 1 152.00
Sundries (no rates reqd.) Lumpsum 9999 1 16.380 16.38
326.38
Add for Water Charges @1% (no rates reqd.) 0.01 3.26
329.64
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 49.45
Cost of labour per quintal quintal 379.09 0.00 379.09
N 242140 Fixing and setting chainage, bench marks, apex and TP stones in 1:2:4
F RCC of approved design. (The pillars, excavation, concrete etc. wiill be
R paid extra)
1
Details of cost for one stone
Labour for fixing-
Beldar Day 0114 152 0.120 18.24
Carriage to site Lumpsum 9999 1 4.160 0.00
18.24
Add for Water Charges @1% (no rates reqd.) 0.01 0.18
18.42
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 2.76
Cost per each Each 21.19 0.00 21.19
D 242150 Providing and fixing 15x15x90cm boundary stone of hard stone with
S 30cm chisel dressed on all four sides and on top (cost of excavation,
R refilling and concrete etc to be paid for separately)
1
Details of cost for one stone
Cost of stone 15x15x90 cm with 30 cm chisel dressed Each 1151 105 1.000 105.00
Labour for fixing-

Page 821
 Chapter-24 : Fencing Boundary Marks

RItem No. Description Unit Rate Rate Quantity Labour Material Labour &
e Code (Rs.) Cost Cost (Rs.) Material Cost
f (Rs.) (Rs.)
.
Beldar Day 0114 152 0.120 18.24
Carriage to site Lumpsum 9999 1 4.160 0.00
18.24
Add for Water Charges @1% (no rates reqd.) 0.01 0.18 1.05
18.42 106.05
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 2.76 15.91
Cost per each Each 21.19 121.96 143.14
D 242160 Extra over Item 242150 for engraving letters in hard stone
S
R
1 Details of cost for 6 letters 8 cm height
Labour
For Engraving stone-
Mason (for ornamental stone work) 1st class Day 0126 158 0.380 60.04
Sundries (no rates reqd.) Lumpsum 9999 1 6.760 6.76
66.80
Add for Water Charges @1% (no rates reqd.) 0.01 0.67
67.47
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 10.12
Cost of 6 letters of 8 cm height 77.59
Cost per cm height per letter cm height 1.62 0.00 1.62
/letter

242170 Fixing Grade M-20, RCC Posts/Boards as per standard design (cost of
excavation, refilling, concreting in foundation, painting and engraving if
any to be paid for separately)
242171 Boundary Stones
Details of cost for one stone
Labour for fixing-
Beldar Day 0114 152 0.120 18.24
Carriage to site Lumpsum 9999 1 4.160 0.00
18.24
Add for Water Charges @1% (no rates reqd.) 0.01 0.18
18.42
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 2.76
Cost per each Each 21.19 0.00 21.19
242172 Kilometre Posts
Details of cost for one stone

Page 822
 Chapter-24 : Fencing Boundary Marks

RItem No. Description Unit Rate Rate Quantity Labour Material Labour &
e Code (Rs.) Cost Cost (Rs.) Material Cost
f (Rs.) (Rs.)
.
Labour for fixing-
Beldar Day 0114 152 0.120 18.24
Carriage to site Lumpsum 9999 1 4.160 0.00
18.24
Add for Water Charges @1% (no rates reqd.) 0.01 0.18
18.42
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 2.76
Cost per each Each 21.19 0.00 21.19
242173 Hectametre Posts
Details of cost for one stone
Labour for fixing-
Beldar Day 0114 152 0.120 18.24
Carriage to site Lumpsum 9999 1 0.000 0.00
18.24
Add for Water Charges @1% (no rates reqd.) 0.01 0.18
18.42
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 2.76
Cost per each Each 21.19 0.00 21.19
242174 Gradient Boards
Details of cost for one stone
Labour for fixing-
Beldar Day 0114 152 0.12 18.24
Carriage to site Lumpsum 9999 1 4.160 0.00
18.24
Add for Water Charges @1% (no rates reqd.) 0.01 0.18
18.42
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 2.76
Cost per each Each 21.19 0.00 21.19
242180 Extra over Item 242170 for engraving letters in RCC
Details of cost for 6 letters 8 cm height
Labour
For Engraving stone-
Mason (for ornamental stone work) 1st class Day 0126 158 0.456 72.05
Sundries (no rates reqd.) Lumpsum 9999 1 8.112 8.11
80.16
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.80
80.96

Page 823
 Chapter-24 : Fencing Boundary Marks

RItem No. Description Unit Rate Rate Quantity Labour Material Labour &
e Code (Rs.) Cost Cost (Rs.) Material Cost
f (Rs.) (Rs.)
.
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 12.14
Cost of 6 letters of 8 cm height 93.11
Cost per cm height per letter cm height 1.94 0.00 1.94
/letter
242190 Providing and fixing concertina coil fencing with required dia. 600 mm
having 50 nos. round per 6 m length upto 3m height of wall with existing
angle iron ‘Y’ shaped placed 2.4 m or 3.00 m apart and with 9 horizontal
R.B.T. stud tied with G.I. staples and G.I. clips to retain horizontal
including necessary bolts or G.I. barbed wire tied to angle iron all
complete as per direction of Engineer-in-charge with reinforced barbed
tape (R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of
165 kg/ sq.mm. with tape (0.52 mm thick) and weight 43.478gm/ metre
(cost of M.S. angle, C.C. blocks shall be paid separately)

Materials
Punched tape concertina coil 600 mm dia 10m openable length (Total bundle 8691 685 3 2055.00
length 90m)
RBT reinforced barbed wire metre 8692 7 270 1890.00
Turn buckle and strengthening bolt Each set 8693 38 10.000 380.00
Sundries (no rates reqd.) Lumpsum 9999 1 49.400 49.40
Labour:
Beldar Day 0114 152 1 152.00
Blacksmith 1st class Day 0102 168 0.5 84.00
Blacksmith 2nd class Day 0103 158 0.5 79.00
315.00 3945.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 3.15 39.450
318.15 3984.45
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 47.72 597.67
Cost for 30 m 365.87 4582.12
Cost of 1m metre 12.20 152.74 164.93
242200 Providing & fixing half bamboo jafri without gap of 20 to 25mm dia
bamboos of good quality fixed half cut vertically to horizontal wooden
batten of size 25mm to 40mm of ordinary wood with nails including two
coats of painting with primer including all lead lift loading unloading all
taxes all L&M, T&P as a complete job

Detail of cost per 10 sqm

Page 824
 Chapter-24 : Fencing Boundary Marks

RItem No. Description Unit Rate Rate Quantity Labour Material Labour &
e Code (Rs.) Cost Cost (Rs.) Material Cost
f (Rs.) (Rs.)
.
Materials
Bamboo 25 mm dia 2.5 metre long (1 Score = 20 nos.) score 0305 235 4 940.00
Paint red lead litre 9624 95 2 190.00
Brushes ,nails etc Lumpsum 9999 1 20.000 20.00
Labour:
Carpenter 1st class Day 0111 168 3 504.00
Carpenter 2nd class Day 0112 158 3 474.00
Painter Day 0131 158 1.000 158.00
Beldar Day 0114 152 6.000 912.00
Sundries (no rates reqd.) Lumpsum 9999 1 20 20.00
2068.00 1130.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 20.68 11.300
2088.68 1141.30
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 313.30 171.20
Cost for 10 SQM 2401.98 1312.50
Cost per Sqm Sqm 80.07 43.75 123.82
242210 Providing & fixing full bamboo jafri without gap of 20 to 25mm dia
bamboos of good quality fixed vertically to horizontal wooden batten of
size 25mm to 40mm of ordinary wood with nails including two coats of
painting with primer including all lead lift loading unloading all taxes all
L&M, T&P as a complete job

Detail of cost per 10 sqm

Materials
Bamboo 25 mm dia 2.5 metre long (1 Score = 20 nos.) score 0305 235 8 1880.00
Paint red lead litre 9624 95 2 190.00
Brushes ,nails etc LS 0 0 20.000 0.00
Labour:
Carpenter 1st class Day 0111 168 4 672.00
Carpenter 2nd class Day 0112 158 4 632.00
Painter Day 0131 158 2.000 316.00
Beldar Day 0114 152 8.000 1216.00
Sundries (no rates reqd.) Lumpsum 9999 1 20 20.00
2856.00 2070.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 28.56 20.700
2884.56 2090.70
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 432.68 313.60
Cost for 10 SQM 3317.24 2404.31

Page 825
 Chapter-24 : Fencing Boundary Marks

RItem No. Description Unit Rate Rate Quantity Labour Material Labour &
e Code (Rs.) Cost Cost (Rs.) Material Cost
f (Rs.) (Rs.)
.
Cost per Sqm Sqm 110.57 80.14 190.72

Page 826
 Chapter-24 : Fencing Boundary Marks

Remarks

Page 827
 Chapter-24 : Fencing Boundary Marks

Remarks

Page 828
 Chapter-24 : Fencing Boundary Marks

Remarks

Page 829
 Chapter-23 : Road Platform Works

CHAPTER 23 : ROAD AND PLATFORM WORKS

RN Item Description Unit Rate Rate Quantity Labour Material Labour &
ee No. code (Rs.) Cost (Rs.) Cost (Rs.) Material Cost
fw (Rs.)
.
### D231010 Preparation of subgrade by excavating earth upto 22.5cm depth, Sqm
S dressing to camber and consolidating with power road roller of 8 to 12
R tonne capacity including making good the undulations etc. and disposal
1 of surplus earth with lead upto 50 metres
7
Details of cost for 100 sqm.
Earth work in excavation including dressing etc. 100sqm.x22.5cm
(average depth) =22.5cum

Labour:
Mate Day 0128 158.00 1.800 284.40
Coolie Day 0115 152.00 18.000 2736.00
Beldar Day 0114 152.00 0.270 41.04
Hire charges of Diesel Road Roller - 8 to 10 tonne Day 0003 1000.00 0.054 54.00
Chowkidar Day 0113 158.00 0.054 8.53
Diesel oil litre 1235 32.92 0.972 32.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 1.430 1.43
Sundries (no rates reqd.) Lumpsum 9999 1.00 6.760 6.76
3164.16
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 31.64
3195.80
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 479.37
Cost of 100.00sqm 3675.17
Cost of 1.00 sqm Sqm 36.75 0.00 36.75
### D231020 Consolidation of subgrade with power road roller of 8 to 12 tonne
S capacity including making good the undulations etc. with earth or quarry
R spoils etc. and re-rolling the subgrade
1
Details of cost for 100 sqm.
Roller charges (one roller does 1860sqm. ofconsolidation per day of 8
hours and uses 18
litres diesel)
Labour:
Hire charges of Diesel Road Roller - 8 to 10 tonne Day 0003 1000.00 0.054 54.00
Chowkidar Day 0113 158.00 0.054 8.53
Diesel oil litre 1235 32.92 0.972 32.00

Page 830
 Chapter-23 : Road Platform Works

RN Item Description Unit Rate Rate Quantity Labour Material Labour &
ee No. code (Rs.) Cost (Rs.) Cost (Rs.) Material Cost
fw (Rs.)
.
Sundries (no rates reqd.) Lumpsum 9999 1.00 1.430 1.43
Sundries (no rates reqd.) Lumpsum 9999 1.00 6.760 6.76
102.72
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 1.03
103.75
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 15.56
Cost of 100.00sqm 119.31
Cost of 1.00 sqm Sqm 1.19 0.00 1.19
### 231030 Providing and laying each layer of flat brick soling hand packed and
joints filled with ordinary sand
N2231031 With well burnt bricks. Class 7.5 designation
R4
Details of cost for 10 sqm
.
24 Materials -
F.P.S. bricks class designation 7.5 1000 2602 2600.00 0.385 1001.00
Fine sand (Zone IV) cum 0983 600.00 0.1 60.00
Labour-
Mate Day 0128 158.00 0.054 8.53
Beldar Day 0114 152.00 0.54 82.08
90.61 1061.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.91 10.61
91.52 1071.61
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 13.73 160.74
Cost of 10.00 sqm 105.25 1232.35
Cost of 1.00 sqm Sqm 10.52 123.24 133.76
2231032 With Jhama bricks
4
. Details of cost for 10 sqm
4 Materials -
F.P.S. over burnt bricks 1000 nos. 1992 2000.00 0.385 770.00
Fine sand (Zone IV) cum 0983 600.00 0.1 60.00
Labour-
Mate Day 0128 158.00 0.054 8.53
Beldar Day 0114 152.00 0.54 82.08
90.61 830.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.91 8.30
91.52 838.30
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 13.73 125.74

Page 831
 Chapter-23 : Road Platform Works

RN Item Description Unit Rate Rate Quantity Labour Material Labour &
ee No. code (Rs.) Cost (Rs.) Cost (Rs.) Material Cost
fw (Rs.)
.
Cost of 10.00 sqm 105.25 964.05
Cost of 1.00 sqm Sqm 10.52 96.40 106.93
### D231040 Providing and laying water bound macadam with specified stone
S aggregate, stone screening and binding material including screening,
R sorting, spreading to template and consolidation with power road roller of
1 8 to 10 tonne capacity etc. complete.
7
D2231041 Sub-base with stone aggregate 90mm to 45mm including stone
S4 screening 13.2mm size
R.
15 Details of cost for 1 cum.
Materials -
Stone Aggregate (Single size) : 80 mm nominal size cum 2902 1050.00 1 1050.00
Stone chippings/screenings 12.5/13.2 mm nominal size cum 2910 1150.00 0.1 115.00
Moorum cum 0810 900.00 0.08 72.00
Labour-
Beldar Day 0114 152.00 0.350 53.20
Coolie Day 0115 152.00 0.350 53.20
Bhisti Day 0101 158.00 0.250 39.50
Hire charges of Diesel Road Roller - 8 to 10 tonne Day 0003 1000.00 0.024 24.00
Chowkidar Day 0113 158.00 0.024 3.79
Diesel oil litre 1235 32.92 0.432 14.22
Carriage of disel Lumpsum 9999 1.00 0.000 0.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 1.820 1.82
189.73 1237.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 1.90 12.37
191.63 1249.37
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 28.74 187.41
Cost of 1.00 cum cum 220.38 1436.78 1657.15
2231042 Base course with 63mm to 45mm size including stone screening
4 13.2mm size
.
5 Details of cost for 1 cum.
Materials -
Stone Aggregate (Single size) : 63 mm nominal size cum 0291 750.00 1 750.00
Stone chippings/screenings 12.5/13.2 mm nominal size cum 2910 1150.00 0.1 115.00
Moorum cum 0810 900.00 0.08 72.00
Labour-
Beldar Day 0114 152.00 0.260 39.52

Page 832
 Chapter-23 : Road Platform Works

RN Item Description Unit Rate Rate Quantity Labour Material Labour &
ee No. code (Rs.) Cost (Rs.) Cost (Rs.) Material Cost
fw (Rs.)
.
Coolie Day 0115 152.00 0.260 39.52
Bhisti Day 0101 158.00 0.260 41.08
Hire charges of Diesel Road Roller - 8 to 10 tonne Day 0003 1000.00 0.033 33.00
Chowkidar Day 0113 158.00 0.033 5.21
Diesel oil litre 1235 32.92 0.590 19.42
Carriage of disel Lumpsum 9999 1.00 0.000 0.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 2.730 2.73
180.49 937.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 1.80 9.37
182.29 946.37
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 27.34 141.96
Cost of 1.00 cum cum 209.64 1088.33 1297.96
2231043 Base course with 53mm to 22.4mm size including stone screening
4 11.2mm size
.
5 Details of cost for 1 cum.
Materials -
Stone Aggregate (Single size) : 40 mm nominal size cum 0293 850.00 1 850.00
Stone chippings/screenings 10/ 11.2 mm nominal size cum 2911 1150.00 0.1 115.00
Moorum cum 0810 900.00 0.08 72.00
Labour-
Beldar Day 0114 152.00 0.260 39.52
Coolie Day 0115 152.00 0.260 39.52
Bhisti Day 0101 158.00 0.260 41.08
Hire charges of Diesel Road Roller - 8 to 10 tonne Day 0003 1000.00 0.033 33.00
Chowkidar Day 0113 158.00 0.033 5.21
Diesel oil litre 1235 32.92 0.590 19.42
Carriage of disel Lumpsum 9999 1.00 0.000 0.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 2.730 2.73
180.49 1037.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 1.80 10.37
182.29 1047.37
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 27.34 157.11
Cost of 1.00 cum cum 209.64 1204.48 1414.11

Page 833
 Chapter-23 : Road Platform Works

RN Item Description Unit Rate Rate Quantity Labour Material Labour &
ee No. code (Rs.) Cost (Rs.) Cost (Rs.) Material Cost
fw (Rs.)
.
### D231050 Providing and laying water bound macadam sub-base with brick
S aggregate and binding material, earth / moorum etc. including screening,
R sorting and spreading to template and consolidation with light power
1 road roller etc. complete
7
2231051 Over burnt (Jhama) brick aggregate 120mm to 40mm
4
. Details of cost for 1 cum.
6 Materials -
Over burnt (Jhama) Brick Aggregate : 120 mm to 40 mm size cum 2908 550.00 1 550.00
Moorum cum 0810 900.00 0.175 157.50
Labour-
Beldar Day 0114 152.00 0.350 53.20
Coolie Day 0115 152.00 0.260 39.52
Bhisti Day 0101 158.00 0.180 28.44
Hire charges of Diesel Road Roller - 8 to 10 tonne Day 0003 1000.00 0.004 4.00
Chowkidar Day 0113 158.00 0.004 0.63
Diesel oil litre 1235 32.92 0.072 2.37
Carriage of disel Lumpsum 9999 1.00 0.000 0.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 2.730 2.73
130.89 707.50
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 1.31 7.08
132.20 714.58
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 19.83 107.19
Cost of 1.00 cum cum 152.03 821.76 973.79
2231052 Over burnt (Jhama) brick aggregate 90mm to 45mm
4
.
Details of cost for 1 cum.
6
Materials -
Over burnt (Jhama) Brick Aggregate : 90 mm to 40 mm size cum 2909 600.00 1 600.00
Moorum cum 0810 900.00 0.175 157.50
Labour-
Beldar Day 0114 152.00 0.350 53.20
Coolie Day 0115 152.00 0.260 39.52
Bhisti Day 0101 158.00 0.180 28.44
Hire charges of Diesel Road Roller - 8 to 10 tonne Day 0003 1000.00 0.004 4.00
Chowkidar Day 0113 158.00 0.004 0.63
Diesel oil litre 1235 32.92 0.072 2.37

Page 834
 Chapter-23 : Road Platform Works

RN Item Description Unit Rate Rate Quantity Labour Material Labour &
ee No. code (Rs.) Cost (Rs.) Cost (Rs.) Material Cost
fw (Rs.)
.
Carriage of disel Lumpsum 9999 1.00 0.000 0.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 2.730 2.73
130.89 757.50
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 1.31 7.58
132.20 765.08
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 19.83 114.76
Cost of 1.00 cum cum 152.03 879.84 1031.87
### 231060 Providing and laying bitumen penetration macadam with hard stone
aggregate, with bitumen of suitable penetration grade including required
key aggregate as specified, spreading coarse aggregate with the help of
self propelled / tipper tail mounted aggregate spreader and applying
bitumen by a pressure distributor and then spreading key aggregate with
the help of aggregate spreader complete including consolidation with
road roller of minimum 8 to 10 tonne capacity

2231061 For 50mm compacted thickness using 6cum coarse aggregate of size
4 50-20mm graded, 1.5cum key aggregate of size 12.5mm graded, and
. 500kg paving asphalt 80/ 100 per 100sqm
7
Details of cost for 370 sqm.
Materials
Stone Aggregate (Single size) : 40 mm nominal size cum 0293 850.00 9.990 8491.50
Stone Aggregate (Single size) : 20 mm nominal size cum 0295 900.00 9.770 8793.00
Stone Aggregate (Single size) : 10 mm nominal size cum 0297 900.00 1.780 1602.00
Stone dust cum 1159 1000.00 0.600 600.00
key aggregate 0.00
Stone Aggregate (Single size) : 20 mm nominal size cum 0295 900.00 2.330 2097.00
Stone Aggregate (Single size) : 12.5 mm nominal size cum 0296 900.00 2.660 2394.00
Stone dust cum 1159 1000.00 0.560 560.00
0 LS 0 0.00 9.990 0.00
0 LS 0 0.00 12.100 0.00
Carriage of stone aggregate 13.2/11.2mm LS 0 0.00 4.440 0.00
0 LS 0 0.00 1.160 0.00
Paving Asphalt 80/100 penetration Tonne 2916 42000.00 1.850 77700.00
0 LS 0 0.00 1.850 0.00
Labour:
Beldar for spreading stone metal Day 0114 152.00 16.670 2533.84

Page 835
 Chapter-23 : Road Platform Works

RN Item Description Unit Rate Rate Quantity Labour Material Labour &
ee No. code (Rs.) Cost (Rs.) Cost (Rs.) Material Cost
fw (Rs.)
.
Beldar for hand packing Day 0114 152.00 5.330 810.16
Beldar dry rolling Day 0114 152.00 2.67 405.84
Bajri spreader Day 0114 152.00 1.33 202.16
Sprayer (for bitumen, tar etc.) Day 0138 152.00 0.67 101.84
Beldar for spreading key aggregate Day 0114 152.00 1.33 202.16
Beldar for spraying bitumen Day 0114 152.00 6.67 1013.84
Beldar of power roller Day 0114 152.00 0.67 101.84
Mate Day 0128 158.00 1.77 279.66
Machinery 0.00
Hire charges of Coaltar Boiler 900 to 1400 litres Day 0001 700.00 0.450 315.00
Hire charges of Diesel Road Roller - 8 to 10 tonne Day 0003 1000.00 0.610 610.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 351.000 351.00
Diesel oil litre 1235 32.92 50.980 1678.26
Sundries (no rates reqd.) Lumpsum 9999 1.00 70.070 70.07
8675.67 102237.50
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 86.76 1022.38
8762.43 103259.88
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 1314.36 15488.98
Cost of 370 sqm 10076.79 118748.86
Cost of 1.00 sqm Sqm 27.23 320.94 348.18
2231062 For 75mm compacted thickness in two layers using 9cum coarse
4 aggregate of size 63-41mm graded, 1.8cum key aggregate of size 20mm
. graded, and 680kg paving asphalt 80/ 100 per 100sqm
7
Details of cost for 300 sqm.
Materials
Stone Aggregate (Single size) : 50 mm nominal size cum 0292 800.00 8.100 6480.00
Stone Aggregate (Single size) : 20 mm nominal size cum 0295 900.00 14.580 13122.00
Stone Aggregate (Single size) : 10 mm nominal size cum 0297 900.00 4.320 3888.00
key aggregate 0.00
Stone Aggregate (Single size) : 25 mm nominal size cum 0294 900.00 2.050 1845.00
Stone Aggregate (Single size) : 12.5 mm nominal size cum 0296 900.00 2.570 2313.00
Stone Aggregate (Single size) : 10 mm nominal size cum 0297 900.00 0.810 729.00
Paving Asphalt 80/100 penetration Tonne 2916 42000.00 2.040 85680.00
0 LS 0 0.00 32.400 0.00
0 LS 0 0.00 2.040 0.00
Labour:
Beldar for spreading stone metal Day 0114 152.00 25.000 3800.00

Page 836
 Chapter-23 : Road Platform Works

RN Item Description Unit Rate Rate Quantity Labour Material Labour &
ee No. code (Rs.) Cost (Rs.) Cost (Rs.) Material Cost
fw (Rs.)
.
Beldar for hand packing Day 0114 152.00 8.000 1216.00
Beldar dry rolling Day 0114 152.00 4 608.00
Bajri spreader Day 0114 152.00 2 304.00
Sprayer (for bitumen, tar etc.) Day 0138 152.00 1 152.00
Beldar for spreading key aggregate Day 0114 152.00 2 304.00
Beldar for spraying bitumen Day 0114 152.00 10 1520.00
Beldar of road roller Day 0114 152.00 1 152.00
Mate Day 0128 158.00 2.65 418.70
Machinery 0.00
Hire charges of Coaltar Boiler 900 to 1400 litres Day 0001 700.00 0.500 350.00
Hire charges of Diesel Road Roller - 8 to 10 tonne Day 0003 1000.00 0.750 750.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 429.000 429.00
Diesel oil litre 1235 32.92 53.500 1761.22
Sundries (no rates reqd.) Lumpsum 9999 1.00 73.060 73.06
11837.98 114057.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 118.38 1140.57
11956.36 115197.57
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 1793.45 17279.64
Cost of 300.00sqm 13749.81 132477.21
Cost of 1.00 sqm Sqm 45.83 441.59 487.42
### 231070 Providing and laying 4 cm thick moorum surfacing (Consolidated
Thickness) on platforms, pathways, etc including spreading watering and
consolidation with 3 T Roller or light power roller complete

Details of cost for 10 sqm

Materials -
Moorum cum 0810 900.00 0.4 360.00
Labour-
Beldar Day 0114 152.00 0.25 38.00
Bhisti Day 0101 158.00 0.125 19.75
57.75 360.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.58 3.60
58.33 363.60
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 8.75 54.54
Cost of 10.00 sqm 67.08 418.14
Cost of 1.00 sqm Sqm 6.71 41.81 48.52

Page 837
 Chapter-23 : Road Platform Works

RN Item Description Unit Rate Rate Quantity Labour Material Labour &
ee No. code (Rs.) Cost (Rs.) Cost (Rs.) Material Cost
fw (Rs.)
.
### 231080 Providing and spreading 6mm thick layer of red bajri/ moorum, watering
and rolling with 3 T roller or light power roller complete including
preparation of the surface and rolling

Details of cost for 100 sqm.

Materials -
Moorum cum 0810 900.00 0.65 585.00
Labour:
Beldar Day 0114 152.00 0.540 82.08
Bhisti Day 0101 158.00 0.540 85.32
Hire charges of Diesel Road Roller - 8 to 10 tonne Day 0003 1000.00 0.054 54.00
Chowkidar Day 0113 158.00 0.054 8.53
Diesel oil litre 1235 32.92 0.972 32.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 1.430 1.43
263.36 585.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 2.63 5.85
265.99 590.85
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 39.90 88.63
Cost of 100.00sqm 305.89 679.48
Cost of 1.00 sqm Sqm 3.06 67.95 71.01
### SURFACE DRESSING :
### D232010 Surface dressing on new surface with paving bitumen of grade A-90/ S-
S 90 of approved quality using 2.25 kg of bitumen. per sqm with 1.65 cum
R of stone chippings 13.2mm nominal size per 100 sqm of road surface
1 including consolidation with road roller of 6 to 8 tonne capacity etc.
7 complete
.
Details of cost for 100 sqm.
Materials
Bitumen S-90@2.25kg per sqm. =225 kg =0.225 tonne. Tonne 0309 55000.00 0.225 12375.00
Carriage of bitumen LS 0 0.00 0.225 0.00
Stone aggregate 13.2mm nominal size cum 2910 1150.00 1.650 1897.50
@1.65cum. per l00 sqm.
Carriage of stone aggregate LS 0 0.00 1.650 0.00
Coal (steam) quintal 0370 2000.00 0.450 900.00
Carrige of steam coal LS 0 0.00 0.045 0.00
Labour:For cleaning:
Mate Day 0128 158.00 0.110 17.38

Page 838
 Chapter-23 : Road Platform Works

RN Item Description Unit Rate Rate Quantity Labour Material Labour &
ee No. code (Rs.) Cost (Rs.) Cost (Rs.) Material Cost
fw (Rs.)
.
Beldar Day 0114 152.00 1.400 212.80
Coolie Day 0115 152.00 1.400 212.80
(b) For heating and spraying bitumen : 0.00
Mistry Day 0130 158.00 0.080 12.64
Sprayer (for bitumen, tar etc.) Day 0138 152.00 0.110 16.72
Beldar Day 0114 152.00 0.930 141.36
(c) For screening and spreading aggregate : 0.00
Mate Day 0128 158.00 0.110 17.38
Beldar Day 0114 152.00 0.930 141.36
Coolie Day 0115 152.00 1.550 235.60
(d) Consolidation Charges 0.00
Chowkidar Day 0113 158.00 0.270 42.66
Bhisti Day 0101 158.00 0.110 17.38
Hire charges of Diesel Road Roller - 8 to 10 tonne Day 0003 1000.00 0.110 110.00
Hire charges of Coaltar Boiler 900 to 1400 litres Day 0001 700.00 0.120 84.00
Hire charges of Coaltar Sprayer Day 0007 400.00 0.110 44.00
Diesel oil litre 1235 32.92 2.000 65.84
Sundries (no rates reqd.) Lumpsum 9999 1.00 2.730 2.73
(e) Misc 0.00
Wire brush 25cm long Each 0364 28.00 0.110 3.08
Soft brush 25cm long Each 0365 32.00 0.320 10.24
Brooms and gunny bags Lumpsum 9999 1.00 6.760 6.76
Sundries (no rates reqd.) Lumpsum 9999 1.00 6.760 6.76
1401.49 15172.50
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 14.01 151.73
1415.50 15324.23
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 212.33 2298.63
Cost of 100.00sqm 1627.83 17622.86
Cost of 1.00 sqm Sqm 16.28 176.23 192.51
### D232020 Surface dressing on new surface in two coats with bitumen of grade A-
S 90/ S-90 of approved quality using 1.8kg. of bitumen per sqm with
R 1.5cum of stone chippings 13.2mm nominal size per 100 sqm of road
1 surface for 1st coat and 1.1kg of bitumen per sqm with 1.00cum of stone
7 chippings 11.2mm nominal size per 100sqm of road surface for 2nd coat
. including consolidation of each coat separately with road roller of 6 to 8
4 tonne capacity etc. complete
3
Details of cost for 100 sqm.

Page 839
 Chapter-23 : Road Platform Works

RN Item Description Unit Rate Rate Quantity Labour Material Labour &
ee No. code (Rs.) Cost (Rs.) Cost (Rs.) Material Cost
fw (Rs.)
.
Materials
Bitumen S-90@2.25kg per sqm. =225 kg =0.225 tonne. Tonne 0309 55000.00 0.180 9900.00
Carriage of bitumen LS 0 0.00 0.180 0.00
Stone aggregate 13.2mm nominal size cum 2910 1150.00 1.500 1725.00
@1.5 cum. per l00 sqm.
Carriage of stone aggregate LS 0 0.00 1.500 0.00
Coal (steam) quintal 0370 2000.00 0.360 720.00
Carrige of steam coal LS 0 0.00 0.036 0.00
Labour:For cleaning:
Mate Day 0128 158.00 0.110 17.38
Beldar Day 0114 152.00 1.400 212.80
Coolie Day 0115 152.00 1.400 212.80
(b) For heating and spraying bitumen : 0.00
Mistry Day 0130 158.00 0.080 12.64
Sprayer (for bitumen, tar etc.) Day 0138 152.00 0.110 16.72
Beldar Day 0114 152.00 1.380 209.76
(c) For screening and spreading aggregate : 0.00
Mate Day 0128 158.00 0.270 42.66
Beldar Day 0114 152.00 0.850 129.20
Coolie Day 0115 152.00 0.850 129.20
(d) Consolidation Charges 0.00
Chowkidar Day 0113 158.00 0.110 17.38
Bhisti Day 0101 158.00 0.110 17.38
Hire charges of Diesel Road Roller - 8 to 10 tonne Day 0003 1000.00 0.110 110.00
Hire charges of Coaltar Boiler 900 to 1400 litres Day 0001 700.00 0.120 84.00
Hire charges of Coaltar Sprayer Day 0007 400.00 0.110 44.00
Diesel oil litre 1235 32.92 2.000 65.84
Carriage of diesel Lumpsum 9999 1.00 2.730 0.00
(e) Misc 0.00
Wire brush 25cm long Each 0364 28.00 0.110 3.08
Soft brush 25cm long Each 0365 32.00 0.320 10.24
Brooms and gunny bags Lumpsum 9999 1.00 6.760 6.76
Sundries (no rates reqd.) Lumpsum 9999 1.00 16.380 16.38
Second coat
Details of cost for 100 sqm.
Materials
Bitumen S-90@2.25kg per sqm. =225 kg =0.225 tonne. Tonne 0309 55000.00 0.110 6050.00

Page 840
 Chapter-23 : Road Platform Works

RN Item Description Unit Rate Rate Quantity Labour Material Labour &
ee No. code (Rs.) Cost (Rs.) Cost (Rs.) Material Cost
fw (Rs.)
.
Carriage of bitumen LS 0 0.00 0.110 0.00
Stone aggregate 13.2mm nominal size cum 2911 1150.00 1.000 1150.00
@1.5 cum. per l00 sqm.
Carriage of stone aggregate LS 0 0.00 1.000 0.00
Coal (steam) quintal 0370 2000.00 0.220 440.00
Carrige of steam coal LS 0 0.00 0.022 0.00
Labour:For cleaning:
Mate Day 0128 158.00 0.060 9.48
Coolie Day 0115 152.00 0.970 147.44
(b) For heating and spraying bitumen : 0.00
Mistry Day 0130 158.00 0.050 7.90
Sprayer (for bitumen, tar etc.) Day 0138 152.00 0.070 10.64
Beldar Day 0114 152.00 0.750 114.00
(c) For screening and spreading aggregate : 0.00
Mate Day 0128 158.00 0.070 11.06
Beldar Day 0114 152.00 0.620 94.24
Coolie Day 0115 152.00 0.620 94.24
(d) Consolidation Charges 0.00
Chowkidar Day 0113 158.00 0.150 23.70
Bhisti Day 0101 158.00 0.060 9.48
Hire charges of Diesel Road Roller - 8 to 10 tonne Day 0003 1000.00 0.060 60.00
Hire charges of Coaltar Sprayer Day 0007 400.00 0.070 28.00
Diesel oil litre 1235 32.92 1.080 35.55
Carriage of diesel Lumpsum 9999 1.00 1.430 0.00
Hire charges of Coaltar Boiler 900 to 1400 litres Day 0001 700.00 0.060 42.00
(e) Misc 0.00
Wire brush 25cm long Each 0364 28.00 0.030 0.84
Soft brush 25cm long Each 0365 32.00 0.090 2.88
Sundries (no rates reqd.) Lumpsum 9999 1.00 9.490 9.49
2059.16 19985.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 20.59 199.85
2079.76 20184.85
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 311.96 3027.73
Cost of 100.00sqm 2391.72 23212.58
Cost of 1.00 sqm Sqm 23.92 232.13 256.04

Page 841
 Chapter-23 : Road Platform Works

RN Item Description Unit Rate Rate Quantity Labour Material Labour &
ee No. code (Rs.) Cost (Rs.) Cost (Rs.) Material Cost
fw (Rs.)
.
### D232030 Surface dressing on old surface with hot bitumen of grade A-90/ S-90 of
S approved quality using 1.95 kg of bitumen per sqm with 1.50 cum Stone
R chippings 11.2mm nominal size per 100 sqm of road surface including
1 consolidation with road roller of 6 to 8 tonne capacity etc. complete
7
.
4
Details of cost for 100 sqm.
Materials
### Bitumen 1.95kg./sqm.= 195kg. or 0.195t Tonne 0309 55000.00 0.195 10725.00
0 LS 0 0.00 0.195 0.00
Stone chippings/screenings 10/ 11.2 mm nominal size cum 2911 1150.00 1.500 1725.00
0 LS 0 0.00 1.500 0.00
Coal (steam) quintal 0370 2000.00 0.390 780.00
0 LS 0 0.00 0.039 0.00
Labour:For cleaning:
Mate Day 0128 158.00 0.060 9.48
Beldar Day 0114 152.00 0.490 74.48
Coolie Day 0115 152.00 0.970 147.44
(b) For heating and spraying bitumen : 0.00
Mistry Day 0130 158.00 0.050 7.90
Sprayer (for bitumen, tar etc.) Day 0138 152.00 0.060 9.12
Beldar Day 0114 152.00 0.690 104.88
(c) For screening and spreading aggregate : 0.00
Mate Day 0128 158.00 0.660 104.28
Beldar Day 0114 152.00 0.510 77.52
Coolie Day 0115 152.00 0.510 77.52
(d) Consolidation Charges 0.00
Chowkidar Day 0113 158.00 0.150 23.70
Bhisti Day 0101 158.00 0.060 9.48
Hire charges of Diesel Road Roller - 8 to 10 tonne Day 0003 1000.00 0.060 60.00
Diesel oil litre 1235 32.92 1.080 35.55
Sundries (no rates reqd.) Lumpsum 9999 1.00 1.430 1.43
Hire charges of Coaltar Sprayer Day 0007 400.00 0.060 24.00
Hire charges of Coaltar Boiler 900 to 1400 litres Day 0001 700.00 0.060 42.00
(e) Misc 0.00
Wire brush 25cm long Each 0364 28.00 0.050 1.40
Soft brush 25cm long Each 0365 32.00 0.120 3.84

Page 842
 Chapter-23 : Road Platform Works

RN Item Description Unit Rate Rate Quantity Labour Material Labour &
ee No. code (Rs.) Cost (Rs.) Cost (Rs.) Material Cost
fw (Rs.)
.
Brooms and gunny bags Lumpsum 9999 1.00 2.730 2.73
Sundries (no rates reqd.) Lumpsum 9999 1.00 5.330 5.33
822.08 13230.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 8.22 132.30
830.30 13362.30
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 124.55 2004.34
Cost of 100.00sqm 954.85 15366.64
Cost of 1.00 sqm Sqm 9.55 153.67 163.21
### D232040 Surface dressing one coat on new surface with bitumen emulsion
S (minimum 50% bitumen content- RS grade conforming to IS: 8887) at a
R rate of 1.95kg/sqm of surface area with 1.5cum of stone chippings
1 13.2mm nominal size per 100 sqm of road surface including
7 consolidation with road roller of 6 to 8tonne capacity etc. complete
.
4
5
Details of cost for 100 sqm.
Materials
Bitumen emulsion Tonne 0310 35000.00 0.195 6825.00
0 LS 0 0.00 0.195 0.00
Stone chippings/screenings 12.5/13.2 mm nominal size cum 2910 1150.00 1.500 1725.00
0 LS 0 0.00 1.500 0.00
Labour:For cleaning:
Mate Day 0128 158.00 0.110 17.38
Beldar Day 0114 152.00 1.400 212.80
Coolie Day 0115 152.00 1.400 212.80
(b) For heating and spraying bitumen : 0.00
Mistry Day 0130 158.00 0.070 11.06
Sprayer (for bitumen, tar etc.) Day 0138 152.00 0.100 15.20
Beldar Day 0114 152.00 1.000 152.00
(c) For screening and spreading aggregate : 0.00
Mate Day 0128 158.00 0.110 17.38
Beldar Day 0114 152.00 0.850 129.20
Coolie Day 0115 152.00 0.850 129.20
(d) Consolidation Charges 0.00
Chowkidar Day 0113 158.00 0.270 42.66
Bhisti Day 0101 158.00 0.270 42.66
Hire charges of Diesel Road Roller - 8 to 10 tonne Day 0003 1000.00 0.110 110.00
Hire charges of Coaltar Sprayer Day 0007 400.00 0.100 40.00

Page 843
 Chapter-23 : Road Platform Works

RN Item Description Unit Rate Rate Quantity Labour Material Labour &
ee No. code (Rs.) Cost (Rs.) Cost (Rs.) Material Cost
fw (Rs.)
.
Diesel oil litre 1235 32.92 2.000 65.84
Sundries (no rates reqd.) Lumpsum 9999 1.00 2.730 2.73
(e) Misc 0.00
Wire brush 25cm long Each 0364 28.00 0.110 3.08
Soft brush 25cm long Each 0365 32.00 0.320 10.24
Brooms and gunny bags Lumpsum 9999 1.00 6.760 6.76
Sundries (no rates reqd.) Lumpsum 9999 1.00 9.490 9.49
1230.48 8550.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 12.30 85.50
1242.78 8635.50
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 186.42 1295.33
Cost of 100.00sqm 1429.20 9930.83
Cost of 1.00 sqm Sqm 14.29 99.31 113.60
### D232050 Surface dressing one coat on old surface with bitumen emulsion
S (minimum 50% bitumen content- RS grade conforming to IS: 8887) at
R the rate of 1.22kg/ sqm of surface area with 1.11cum of stone chippings
1 11.2mm nominal size per 100 sqm of road surface including
7 consolidation with road roller of 6 to 8tonne capacity etc. complete
.
4
6
Details of cost for 100 sqm.
Materials
Bitumen emulsion Tonne 0310 35000.00 0.122 4270.00
0 LS 0 0.00 0.122 0.00
Stone chippings/screenings 10/ 11.2 mm nominal size cum 2911 1150.00 1.110 1276.50
0 LS 0 0.00 1.100 0.00
Labour:For cleaning:
Mate Day 0128 158.00 0.060 9.48
Beldar Day 0114 152.00 0.490 74.48
Coolie Day 0115 152.00 0.970 147.44
(b) For heating and spraying bitumen : 0.00
Mistry Day 0130 158.00 0.050 7.90
Sprayer (for bitumen, tar etc.) Day 0138 152.00 0.060 9.12
Beldar Day 0114 152.00 0.630 95.76
(c) For screening and spreading aggregate : 0.00
Mate Day 0128 158.00 0.070 11.06
Beldar Day 0114 152.00 0.620 94.24
Coolie Day 0115 152.00 0.620 94.24

Page 844
 Chapter-23 : Road Platform Works

RN Item Description Unit Rate Rate Quantity Labour Material Labour &
ee No. code (Rs.) Cost (Rs.) Cost (Rs.) Material Cost
fw (Rs.)
.
(d) Consolidation Charges 0.00
Chowkidar Day 0113 158.00 0.150 23.70
Bhisti Day 0101 158.00 0.150 23.70
Hire charges of Diesel Road Roller - 8 to 10 tonne Day 0003 1000.00 0.060 60.00
Hire charges of Coaltar Sprayer Day 0007 400.00 0.060 24.00
Diesel oil litre 1235 32.92 1.080 35.55
Sundries (no rates reqd.) Lumpsum 9999 1.00 1.430 1.43
(e) Misc 0.00
Wire brush 25cm long Each 0364 28.00 0.110 3.08
Soft brush 25cm long Each 0365 32.00 0.320 10.24
Brooms and gunny bags Lumpsum 9999 1.00 2.730 2.73
Sundries (no rates reqd.) Lumpsum 9999 1.00 5.330 5.33
733.48 5546.50
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 7.33 55.47
740.82 5601.97
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 111.12 840.29
Cost of 100.00sqm 851.94 6442.26
Cost of 1.00 sqm Sqm 8.52 64.42 72.94
### 0 PRE MIX CARPET :
### D233010 Providing and applying tack coat using bitumen emulsion (Rapid setting)
S complying with IS: 8887- 1995, spraying the bitumen emulsion with
R mechanically operated spray unit, cleaning and preparing the existing
1 road surface as per specification
7
.
D2233011 On W.B.M. @ 0.4kg/ sqm
S4
R. Details of cost for 100 sqm.
11 Materials
Bitumen emulsion rapid setting (RS) conforming to IS : 8887-1995 Tonne 7382 37000.00 0.040 1480.00
0 LS 0 0.00 0.040 0.00
Wire brush 25cm long Each 0364 28.00 0.050 1.40
Soft brush 25cm long Each 0365 32.00 0.120 3.84
Gunny bags Lumpsum 9999 1.00 7.800 7.80
Hire charges of Coaltar Sprayer Day 0007 400.00 0.030 12.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 9.100 9.10
Labour:For cleaning:
Mate Day 0128 158.00 0.06 9.48
Beldar Day 0114 152.00 1.46 221.92

Page 845
 Chapter-23 : Road Platform Works

RN Item Description Unit Rate Rate Quantity Labour Material Labour &
ee No. code (Rs.) Cost (Rs.) Cost (Rs.) Material Cost
fw (Rs.)
.
(b) For applying tack coat 0.00
Beldar Day 0114 152.00 0.250 38.00
269.40 1514.14
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 2.69 15.14
272.09 1529.28
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 40.81 229.39
Cost of 100.00sqm 312.91 1758.67
Cost of 1.00 sqm Sqm 3.13 17.59 20.72
D2233012 On bituminous surface @ 0.25kg/ sqm
S4
R. Details of cost for 100 sqm.
11
Materials
Bitumen emulsion rapid setting (RS) conforming to IS : 8887-1995 Tonne 7382 37000.00 0.025 925.00
0 LS 0 0.00 0.025 0.00
Wire brush 25cm long Each 0364 28.00 0.050 1.40
Soft brush 25cm long Each 0365 32.00 0.120 3.84
Gunny bags Lumpsum 9999 1.00 7.800 7.80
Hire charges of Coaltar Sprayer Day 0007 400.00 0.030 12.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 7.800 7.80
Labour:For cleaning:
Mate Day 0128 158.00 0.061 9.64
Beldar Day 0114 152.00 1.46 221.92
(b) For applying tack coat 0.00
Beldar Day 0114 152.00 0.235 35.72
267.28 957.84
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 2.67 9.58
269.95 967.42
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 40.49 145.11
Cost of 100.00sqm 310.44 1112.53
Cost of 1.00 sqm Sqm 3.10 11.13 14.23
### D233020 Providing and laying 2cm premix carpet surfacing with 1.8cum and
S 0.90cum of stone chippings of 13.2mm size and 11.2mm size
R respectively and 144 kg of hot bitumen per 100 sqm over a tack coat
1 including consolidation with road roller of 6 to 8 tonne capacity etc.
7 complete (tack coat to be paid separately)
.
4

Page 846
 Chapter-23 : Road Platform Works

RN Item Description Unit Rate Rate Quantity Labour Material Labour &
ee No. code (Rs.) Cost (Rs.) Cost (Rs.) Material Cost
fw (Rs.)
.
D2233021 With paving asphalt 80/ 100 heated and then mixed with solvent at the
S4 rate of 70grams per kg. of asphalt
R.
11
Details of cost for 100 sqm.
Materials
Paving Asphalt 80/100 penetration Tonne 2916 42000.00 0.144 6048.00
0 LS 0 0.00 0.144 0.00
Solvent Kg 2914 95.00 10.080 957.60
0 LS 0 0.00 0.100 0.00
Stone chippings/screenings 12.5/13.2 mm nominal size cum 2910 1150.00 1.800 2070.00
Stone chippings/screenings 10/ 11.2 mm nominal size cum 2911 1150.00 0.900 1035.00
0 LS 0 0.00 2.700 0.00
Coal (steam) quintal 0370 2000.00 0.288 576.00
0 LS 0 0.00 0.029 0.00
Labour:For cleaning:
Mate Day 0128 158.00 0.080 12.64
Beldar Day 0114 152.00 1.400 212.80
Coolie Day 0115 152.00 1.400 212.80
(b) For heating and spraying bitumen : 0.00
Beldar Day 0114 152.00 0.570 86.64
(c) For screening and spreading aggregate : 0.00
Mistry Day 0130 158.00 0.190 30.02
Beldar Day 0114 152.00 5.000 760.00
(d) Consolidation Charges 0.00
Chowkidar Day 0113 158.00 0.270 42.66
Bhisti Day 0101 158.00 0.110 17.38
Hire charges of Diesel Road Roller - 8 to 10 tonne Day 0003 1000.00 0.110 110.00
Diesel oil litre 1235 32.92 2.000 65.84
Carriage of Diesel Lumpsum 9999 1.00 2.730 0.00
Hire charges of Coaltar Boiler 900 to 1400 litres Day 0001 700.00 0.130 91.00
Hire charges of Machine for rubbing of floors Day 0013 550.00 0.040 22.00
(e) Misc 0.00
Wire brush 25cm long Each 0364 28.00 0.110 3.08
Soft brush 25cm long Each 0365 32.00 0.320 10.24
Brooms and gunny bags Lumpsum 9999 1.00 6.760 6.76
Sundries (no rates reqd.) Lumpsum 9999 1.00 9.490 9.49
1693.35 10686.60

Page 847
 Chapter-23 : Road Platform Works

RN Item Description Unit Rate Rate Quantity Labour Material Labour &
ee No. code (Rs.) Cost (Rs.) Cost (Rs.) Material Cost
fw (Rs.)
.
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 16.93 106.87
1710.28 10793.47
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 256.54 1619.02
Cost of 100.00sqm 1966.83 12412.49
Cost of 1.00 sqm Sqm 19.67 124.12 143.79
D2233022 With paving asphalt 60/ 70 with no solvent
S4
R. Details of cost for 100 sqm.
11
Materials
Paving Asphalt 60/70 penetration Tonne 7309 44500.00 0.144 6408.00
0 LS 0 0.00 0.144 0.00
Stone chippings/screenings 12.5/13.2 mm nominal size cum 2910 1150.00 1.800 2070.00
Stone chippings/screenings 10/ 11.2 mm nominal size cum 2911 1150.00 0.900 1035.00
0 LS 0 0.00 2.700 0.00
Coal (steam) quintal 0370 2000.00 0.288 576.00
0 LS 0 0.00 0.029 0.00
Labour:For cleaning:
Mate Day 0128 158.00 0.080 12.64
Beldar Day 0114 152.00 1.400 212.80
Coolie Day 0115 152.00 1.000 152.00
(b) For heating and spraying bitumen : 0.00
Beldar Day 0114 152.00 0.570 86.64
(c) For screening and spreading aggregate : 0.00
Mistry Day 0130 158.00 0.190 30.02
Beldar Day 0114 152.00 5.000 760.00
(d) Consolidation Charges 0.00
Chowkidar Day 0113 158.00 0.270 42.66
Bhisti Day 0101 158.00 0.110 17.38
Hire charges of Diesel Road Roller - 8 to 10 tonne Day 0003 1000.00 0.110 110.00
Diesel oil litre 1235 32.92 2.000 65.84
Carriage of Diesel Lumpsum 9999 1.00 2.730 0.00
Hire charges of Coaltar Boiler 900 to 1400 litres Day 0001 700.00 0.130 91.00
Hire charges of Machine for rubbing of floors Day 0013 550.00 0.040 22.00
(e) Misc 0.00
Wire brush 25cm long Each 0364 28.00 0.110 3.08
Soft brush 25cm long Each 0365 32.00 0.320 10.24
Brooms and gunny bags Lumpsum 9999 1.00 6.760 6.76

Page 848
 Chapter-23 : Road Platform Works

RN Item Description Unit Rate Rate Quantity Labour Material Labour &
ee No. code (Rs.) Cost (Rs.) Cost (Rs.) Material Cost
fw (Rs.)
.
Sundries (no rates reqd.) Lumpsum 9999 1.00 9.490 9.49
1632.55 10089.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 16.33 100.89
1648.88 10189.89
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 247.33 1528.48
Cost of 100.00sqm 1896.21 11718.37
Cost of 1.00 sqm Sqm 18.96 117.18 136.15
D2233023 With refinery modified bitumen CRMB 55 conforming to IRC: SR: 53-
S4 1999
R.
11 Details of cost for 100 sqm.
Materials
Modified Bitumen Refinery produced CRMB-55 Tonne 7739 55000.00 0.144 7920.00
0 LS 0 0.00 0.144 0.00
Solvent Kg 2914 95.00 10.080 957.60
0 LS 0 0.00 0.100 0.00
Stone chippings/screenings 12.5/13.2 mm nominal size cum 2910 1150.00 1.800 2070.00
Stone chippings/screenings 10/ 11.2 mm nominal size cum 2911 1150.00 0.900 1035.00
0 LS 0 0.00 2.700 0.00
Coal (steam) quintal 0370 2000.00 0.288 576.00
0 LS 0 0.00 0.029 0.00
Labour:For cleaning:
Mate Day 0128 158.00 0.080 12.64
Beldar Day 0114 152.00 1.400 212.80
Coolie Day 0115 152.00 1.400 212.80
(b) For heating and spraying bitumen : 0.00
Beldar Day 0114 152.00 0.570 86.64
(c) For screening and spreading aggregate : 0.00
Mistry Day 0130 158.00 0.190 30.02
Beldar Day 0114 152.00 5.000 760.00
(d) Consolidation Charges 0.00
Chowkidar Day 0113 158.00 0.270 42.66
Bhisti Day 0101 158.00 0.110 17.38
Hire charges of Diesel Road Roller - 8 to 10 tonne Day 0003 1000.00 0.110 110.00
Diesel oil litre 1235 32.92 2.000 65.84
Carriage of Diesel Lumpsum 9999 1.00 2.730 0.00
Hire charges of Coaltar Boiler 900 to 1400 litres Day 0001 700.00 0.130 91.00
Hire charges of Machine for rubbing of floors Day 0013 550.00 0.040 22.00

Page 849
 Chapter-23 : Road Platform Works

RN Item Description Unit Rate Rate Quantity Labour Material Labour &
ee No. code (Rs.) Cost (Rs.) Cost (Rs.) Material Cost
fw (Rs.)
.
(e) Misc 0.00
Wire brush 25cm long Each 0364 28.00 0.110 3.08
Soft brush 25cm long Each 0365 32.00 0.320 10.24
Brooms and gunny bags Lumpsum 9999 1.00 6.760 6.76
Sundries (no rates reqd.) Lumpsum 9999 1.00 9.490 9.49
1693.35 12558.60
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 16.93 125.59
1710.28 12684.19
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 256.54 1902.63
Cost of 100.00sqm 1966.83 14586.81
Cost of 1.00 sqm Sqm 19.67 145.87 165.54
### D233030 Providing and laying 2.5cm premix carpet surfacing with 2.25Cum and
S 1.12cum of stone chippings of 13.2mm size and 11.2mm size
R respectively and 180kg of hot bitumen per 100sqm over a tack coat
1 including consolidation with road roller of 6 to 8tonne capacity etc.
7 complete (tack coat to be paid separately.
.
D2233031 With paving asphalt 80/ 100 heated and then mixed with solvent at the
S4 rate of 70grams per kg. of asphalt
R.
11 Details of cost for 100 sqm.
Materials
Paving Asphalt 80/100 penetration Tonne 2916 42000.00 0.180 7560.00
Solvent Kg 2914 95.00 12.600 1197.00
0 LS 0 0.00 0.180 0.00
0 LS 0 0.00 0.126 0.00
Stone chippings/screenings 12.5/13.2 mm nominal size cum 2910 1150.00 2.250 2587.50
Stone chippings/screenings 10/ 11.2 mm nominal size cum 2911 1150.00 1.120 1288.00
0 LS 0 0.00 3.370 0.00
Coal (steam) quintal 0370 2000.00 0.360 720.00
0 LS 0 0.00 0.036 0.00
Labour:For cleaning:
Mate Day 0128 158.00 0.080 12.64
Beldar Day 0114 152.00 1.400 212.80
Coolie Day 0115 152.00 1.400 212.80
(b) For heating and spraying bitumen : 0.00
Beldar Day 0114 152.00 0.710 107.92
(c) For screening and spreading aggregate : 0.00

Page 850
 Chapter-23 : Road Platform Works

RN Item Description Unit Rate Rate Quantity Labour Material Labour &
ee No. code (Rs.) Cost (Rs.) Cost (Rs.) Material Cost
fw (Rs.)
.
Mistry Day 0130 158.00 0.190 30.02
Beldar Day 0114 152.00 6.250 950.00
(d) Consolidation Charges 0.00
Chowkidar Day 0113 158.00 0.270 42.66
Bhisti Day 0101 158.00 0.110 17.38
Hire charges of Diesel Road Roller - 8 to 10 tonne Day 0003 1000.00 0.110 110.00
Diesel oil litre 1235 32.92 2.000 65.84
Carriage of Diesel Lumpsum 9999 1.00 2.730 0.00
Hire charges of Coaltar Boiler 900 to 1400 litres Day 0001 700.00 0.150 105.00
Hire charges of Machine for rubbing of floors Day 0013 550.00 0.040 22.00
(e) Misc 0.00
Wire brush 25cm long Each 0364 28.00 0.110 3.08
Soft brush 25cm long Each 0365 32.00 0.320 10.24
Brooms and gunny bags Lumpsum 9999 1.00 6.760 6.76
Sundries (no rates reqd.) Lumpsum 9999 1.00 9.490 9.49
1918.63 13352.50
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 19.19 133.53
1937.82 13486.03
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 290.67 2022.90
Cost of 100.00sqm 2228.49 15508.93
Cost of 1.00 sqm Sqm 22.28 155.09 177.37
D2233032 With paving asphalt 60/ 70 with no solvent
S4
R. Details of cost for 100 sqm.
11
Materials
Paving Asphalt 60/70 penetration Tonne 7309 44500.00 0.180 8010.00
0 LS 0 0.00 0.180 0.00
Stone chippings/screenings 12.5/13.2 mm nominal size cum 2910 1150.00 2.250 2587.50
Stone chippings/screenings 10/ 11.2 mm nominal size cum 2911 1150.00 1.120 1288.00
0 LS 0 0.00 3.370 0.00
Coal (steam) quintal 0370 2000.00 0.360 720.00
0 LS 0 0.00 0.036 0.00
Labour:For cleaning:
Mate Day 0128 158.00 0.080 12.64
Beldar Day 0114 152.00 1.400 212.80
Coolie Day 0115 152.00 1.400 212.80
(b) For heating and spraying bitumen : 0.00

Page 851
 Chapter-23 : Road Platform Works

RN Item Description Unit Rate Rate Quantity Labour Material Labour &
ee No. code (Rs.) Cost (Rs.) Cost (Rs.) Material Cost
fw (Rs.)
.
Beldar Day 0114 152.00 0.710 107.92
(c) For screening and spreading aggregate : 0.00
Mistry Day 0130 158.00 0.190 30.02
Beldar Day 0114 152.00 6.250 950.00
(d) Consolidation Charges 0.00
Chowkidar Day 0113 158.00 0.270 42.66
Bhisti Day 0101 158.00 0.110 17.38
Hire charges of Diesel Road Roller - 8 to 10 tonne Day 0003 1000.00 0.110 110.00
Diesel oil litre 1235 32.92 2.000 65.84
Carriage of Diesel Lumpsum 9999 1.00 2.730 0.00
Hire charges of Coaltar Boiler 900 to 1400 litres Day 0001 700.00 0.150 105.00
Hire charges of Machine for rubbing of floors Day 0013 550.00 0.040 22.00
(e) Misc 0.00
Wire brush 25cm long Each 0364 28.00 0.110 3.08
Soft brush 25cm long Each 0365 32.00 0.320 10.24
Brooms and gunny bags Lumpsum 9999 1.00 6.760 6.76
Sundries (no rates reqd.) Lumpsum 9999 1.00 9.490 9.49
1918.63 12605.50
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 19.19 126.06
1937.82 12731.56
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 290.67 1909.73
Cost of 100.00sqm 2228.49 14641.29
Cost of 1.00 sqm Sqm 22.28 146.41 168.70
D2233033 With refinery modified bitumen CRMB 55 conforming to IRC: SR: 53-
S4 1999
R.
11 Details of cost for 100 sqm.
Materials
Modified Bitumen Refinery produced CRMB-55 Tonne 7739 55000.00 0.180 9900.00
Solvent Kg 2914 95.00 12.600 1197.00
0 LS 0 0.00 0.180 0.00
0 LS 0 0.00 0.126 0.00
Stone chippings/screenings 12.5/13.2 mm nominal size cum 2910 1150.00 2.250 2587.50
Stone chippings/screenings 10/ 11.2 mm nominal size cum 2911 1150.00 1.120 1288.00
0 LS 0 0.00 3.370 0.00
Coal (steam) quintal 0370 2000.00 0.360 720.00
0 LS 0 0.00 0.036 0.00
Labour:For cleaning:

Page 852
 Chapter-23 : Road Platform Works

RN Item Description Unit Rate Rate Quantity Labour Material Labour &
ee No. code (Rs.) Cost (Rs.) Cost (Rs.) Material Cost
fw (Rs.)
.
Mate Day 0128 158.00 0.080 12.64
Beldar Day 0114 152.00 1.400 212.80
Coolie Day 0115 152.00 1.400 212.80
(b) For heating and spraying bitumen : 0.00
Beldar Day 0114 152.00 0.710 107.92
(c) For screening and spreading aggregate : 0.00
Mistry Day 0130 158.00 0.190 30.02
Beldar Day 0114 152.00 6.250 950.00
(d) Consolidation Charges 0.00
Chowkidar Day 0113 158.00 0.270 42.66
Bhisti Day 0101 158.00 0.110 17.38
Hire charges of Diesel Road Roller - 8 to 10 tonne Day 0003 1000.00 0.110 110.00
Diesel oil litre 1235 32.92 2.000 65.84
Carriage of diesel Lumpsum 9999 1.00 2.730 0.00
Hire charges of Coaltar Boiler 900 to 1400 litres Day 0001 700.00 0.150 105.00
Hire charges of Machine for rubbing of floors Day 0013 550.00 0.040 22.00
(e) Misc 0.00
Wire brush 25cm long Each 0364 28.00 0.110 3.08
Soft brush 25cm long Each 0365 32.00 0.320 10.24
Brooms and gunny bags Lumpsum 9999 1.00 6.760 6.76
Sundries (no rates reqd.) Lumpsum 9999 1.00 9.490 9.49
1918.63 15692.50
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 19.19 156.93
1937.82 15849.43
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 290.67 2377.41
Cost of 100.00sqm 2228.49 18226.84
Cost of 1.00 sqm Sqm 22.28 182.27 204.55
### D233040 Providing and laying 2cm premix carpet surfacing with 2.4cum of stone
S chippings 11.2mm nominal size and 230kg bitumen emulsion (medium
R setting min. 65% bitumen content) complying with IS: 8887- 1995 per
1 100sqm including consolidation with road roller of 6 to 8tonne capacity
7 etc. complete
.
Details of cost for 100 sqm.
Materials
Bitumen emulsion medium setting (MS) conforming to IS : 8887-1995 Tonne 7742 36000.00 0.230 8280.00
0 LS 0 0.00 0.230 0.00
Stone chippings/screenings 10/ 11.2 mm nominal size cum 2911 1150.00 2.400 2760.00

Page 853
 Chapter-23 : Road Platform Works

RN Item Description Unit Rate Rate Quantity Labour Material Labour &
ee No. code (Rs.) Cost (Rs.) Cost (Rs.) Material Cost
fw (Rs.)
.
0 LS 0 0.00 2.400 0.00
(c) For mixing and spreading premix aggregate : 0.00
Mistry Day 0130 158.00 0.190 30.02
Beldar Day 0114 152.00 3.540 538.08
(d) Consolidation Charges 0.00
Chowkidar Day 0113 158.00 0.270 42.66
Bhisti Day 0101 158.00 0.110 17.38
Hire charges of Diesel Road Roller - 8 to 10 tonne Day 0003 1000.00 0.110 110.00
Diesel oil litre 1235 32.92 2.000 65.84
Carriage of diesel Lumpsum 9999 1.00 2.730 0.00
Hire charges of Machine for rubbing of floors Day 0013 550.00 0.040 22.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 9.490 9.49
835.47 11040.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 8.35 110.40
843.82 11150.40
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 126.57 1672.56
Cost of 100.00sqm 970.40 12822.96
Cost of 1.00 sqm Sqm 9.70 128.23 137.93
### D233050 Providing and laying 2.5cm premix carpet surfacing with 3cum of stone
S chippings 10mm nominal size and 288kg bitumen emulsion (medium
R setting min. 65% bitumen content) complying with IS: 8887- 1995 per
1 100sqm including consolidation with road roller etc. complete
7
.
Details of cost for 100 sqm.
Materials
Bitumen emulsion medium setting (MS) conforming to IS : 8887-1995 Tonne 7742 36000.00 0.288 10368.00
0 LS 0 0.00 0.288 0.00
Stone chippings/screenings 10/ 11.2 mm nominal size cum 2911 1150.00 3.000 3450.00
0 LS 0 0.00 3.000 0.00
(c) For mixing and spreading premix aggregate :
Mistry Day 0130 158.00 0.190 30.02
Beldar Day 0114 152.00 4.100 623.20
(d) Consolidation Charges 0.00
Chowkidar Day 0113 158.00 0.270 42.66
Bhisti Day 0101 158.00 0.110 17.38
Hire charges of Diesel Road Roller - 8 to 10 tonne Day 0003 1000.00 0.110 110.00
Diesel oil litre 1235 32.92 2.000 65.84

Page 854
 Chapter-23 : Road Platform Works

RN Item Description Unit Rate Rate Quantity Labour Material Labour &
ee No. code (Rs.) Cost (Rs.) Cost (Rs.) Material Cost
fw (Rs.)
.
Carriage of diesel Lumpsum 9999 1.00 2.730 0.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 9.490 9.49
898.59 13818.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 8.99 138.18
907.58 13956.18
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 136.14 2093.43
Cost of 100.00sqm 1043.71 16049.61
Cost of 1.00 sqm Sqm 10.44 160.50 170.93
### 0 BITUMASTIC SHEET WEARING COURSE :
### 234010 2.5 cm thick bitumastic sheet with hot bitumen of approved quality using
stone chippings (60% 12.5 mm nominal size and 40% 10 mm nominal
size) @ 1.65 cum per 100 sqm and coarse sand at 1.65 cum per 100
sqm of road surface and with bitumen @ 56 kg/cum of stone chippings
and @ 128 kg/cum, of sand over a tack coat with hot straight run
bitumen including consolidation with road roller of 8 to 10 tonne etc.
complete, (tack coat to be paid separately) :

D2234011 With paving bitumen 80/ 100 heated and then mixed with solvent at the
S4 rate of 70grams per kg. of asphalt
R.
12 Details of cost for 100 sqm.
Materials
Paving Asphalt 80/100 penetration Tonne 2916 42000.00 0.303 12726.00
Solvent Kg 2914 95.00 21.210 2014.95
0 LS 0 0.00 0.303 0.00
0 LS 0 0.00 0.212 0.00
Stone chippings/screenings 12.5/13.2 mm nominal size cum 2910 1150.00 0.990 1138.50
Stone chippings/screenings 10/ 11.2 mm nominal size cum 2911 1150.00 0.660 759.00
0 LS 0 0.00 1.650 0.00
Coal (steam) quintal 0370 2000.00 0.606 1212.00
0 LS 0 0.00 0.061 0.00
Coarse sand (Zone III) cum 0982 850.00 1.650 1402.50
0 LS 0 0.00 1.650 0.00
Labour:For cleaning:
Mate Day 0128 158.00 0.160 25.28
Beldar Day 0114 152.00 1.400 212.80
Coolie Day 0115 152.00 1.400 212.80

Page 855
 Chapter-23 : Road Platform Works

RN Item Description Unit Rate Rate Quantity Labour Material Labour &
ee No. code (Rs.) Cost (Rs.) Cost (Rs.) Material Cost
fw (Rs.)
.
(b) For heating and spraying bitumen : 0.00
Beldar Day 0114 152.00 1.190 180.88
(c) For screening and spreading aggregate : 0.00
Mistry Day 0130 158.00 0.240 37.92
Beldar Day 0114 152.00 6.120 930.24
(d) Consolidation Charges 0.00
Chowkidar Day 0113 158.00 0.340 53.72
Bhisti Day 0101 158.00 0.130 20.54
Hire charges of Diesel Road Roller - 8 to 10 tonne Day 0003 1000.00 0.130 130.00
Hire charges of Coaltar Boiler 900 to 1400 litres Day 0001 700.00 0.210 147.00
Hire charges of Machine for rubbing of floors Day 0013 550.00 0.050 27.50
Diesel oil litre 1235 32.92 2.340 77.03
Carriage Lumpsum 9999 1.00 5.330 0.00
(e) Misc 0.00
Wire brush 25cm long Each 0364 28.00 0.130 3.64
Soft brush 25cm long Each 0365 32.00 0.400 12.80
Brooms and gunny bags Lumpsum 9999 1.00 7.150 7.15
Sundries (no rates reqd.) Lumpsum 9999 1.00 8.970 8.97
2088.27 19252.95
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 20.88 192.53
2109.16 19445.48
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 316.37 2916.82
Cost of 100.00sqm 2425.53 22362.30
Cost of 1.00 sqm Sqm 24.26 223.62 247.88
D2234012 With paving bitumen 60/ 70 with no solvent
S4
R. Details of cost for 100 sqm.
12
Materials
Paving Asphalt 60/70 penetration Tonne 7309 44500.00 0.303 13483.50
0 LS 0 0.00 0.303 0.00
Stone chippings/screenings 12.5/13.2 mm nominal size cum 2910 1150.00 0.990 1138.50
Stone chippings/screenings 10/ 11.2 mm nominal size cum 2911 1150.00 0.660 759.00
0 LS 0 0.00 1.650 0.00
Coal (steam) quintal 0370 2000.00 0.660 1320.00
0 LS 0 0.00 0.061 0.00
Coarse sand (Zone III) cum 0982 850.00 1.650 1402.50
0 LS 0 0.00 1.650 0.00

Page 856
 Chapter-23 : Road Platform Works

RN Item Description Unit Rate Rate Quantity Labour Material Labour &
ee No. code (Rs.) Cost (Rs.) Cost (Rs.) Material Cost
fw (Rs.)
.
Labour:For cleaning:
Mate Day 0128 158.00 0.160 25.28
Beldar Day 0114 152.00 1.400 212.80
Coolie Day 0115 152.00 1.400 212.80
(b) For heating bitumen : 0.00
Beldar Day 0114 152.00 1.190 180.88
(c) For cleaning,mixing and spreading aggregate : 0.00
Mistry Day 0130 158.00 0.240 37.92
Beldar Day 0114 152.00 6.120 930.24
(d) Consolidation Charges 0.00
Chowkidar Day 0113 158.00 0.340 53.72
Bhisti Day 0101 158.00 0.130 20.54
Hire charges of Diesel Road Roller - 8 to 10 tonne Day 0003 1000.00 0.130 130.00
Hire charges of Coaltar Boiler 900 to 1400 litres Day 0001 700.00 0.210 147.00
Hire charges of Machine for rubbing of floors Day 0013 550.00 0.050 27.50
Diesel oil litre 1235 32.92 2.340 77.03
Carriage Lumpsum 9999 1.00 5.330 0.00
(e) Misc 0.00
Wire brush 25cm long Each 0364 28.00 0.130 3.64
Soft brush 25cm long Each 0365 32.00 0.400 12.80
Brooms and gunny bags Lumpsum 9999 1.00 7.150 7.15
Sundries (no rates reqd.) Lumpsum 9999 1.00 8.970 8.97
2088.27 18103.50
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 20.88 181.04
2109.16 18284.54
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 316.37 2742.68
Cost of 100.00sqm 2425.53 21027.22
Cost of 1.00 sqm Sqm 24.26 210.27 234.53
D2234013 With refinery modified bitumen CRMB 55 conforming to IRC: SR: 53-
S4 1999
R.
12 Details of cost for 100 sqm.
Materials
Modified Bitumen Refinery produced CRMB-55 Tonne 7739 55000.00 0.303 16665.00
Solvent Kg 2914 95.00 21.210 2014.95
0 LS 0 0.00 0.303 0.00
0 LS 0 0.00 0.212 0.00

Page 857
 Chapter-23 : Road Platform Works

RN Item Description Unit Rate Rate Quantity Labour Material Labour &
ee No. code (Rs.) Cost (Rs.) Cost (Rs.) Material Cost
fw (Rs.)
.
Stone chippings/screenings 12.5/13.2 mm nominal size cum 2910 1150.00 0.990 1138.50
Stone chippings/screenings 10/ 11.2 mm nominal size cum 2911 1150.00 0.660 759.00
0 LS 0 0.00 1.650 0.00
Coal (steam) quintal 0370 2000.00 0.606 1212.00
0 LS 0 0.00 0.066 0.00
Coarse sand (Zone III) cum 0982 850.00 1.650 1402.50
0 LS 0 0.00 1.650 0.00
Labour:For cleaning:
Mate Day 0128 158.00 0.160 25.28
Beldar Day 0114 152.00 1.400 212.80
Coolie Day 0115 152.00 1.400 212.80
(b) For heating bitumen : 0.00
Beldar Day 0114 152.00 1.190 180.88
(c) For cleaning,mixing and spreading aggregate : 0.00
Mistry Day 0130 158.00 0.240 37.92
Beldar Day 0114 152.00 6.120 930.24
(d) Consolidation Charges 0.00
Chowkidar Day 0113 158.00 0.340 53.72
Bhisti Day 0101 158.00 0.130 20.54
Hire charges of Diesel Road Roller - 8 to 10 tonne Day 0003 1000.00 0.130 130.00
Hire charges of Coaltar Boiler 900 to 1400 litres Day 0001 700.00 0.210 147.00
Hire charges of Machine for rubbing of floors Day 0013 550.00 0.050 27.50
Diesel oil litre 1235 32.92 2.340 77.03
Carriage Lumpsum 9999 1.00 5.330 0.00
(e) Misc 0.00
Wire brush 25cm long Each 0364 28.00 0.130 3.64
Soft brush 25cm long Each 0365 32.00 0.400 12.80
Brooms and gunny bags Lumpsum 9999 1.00 7.150 7.15
Sundries (no rates reqd.) Lumpsum 9999 1.00 8.970 8.97
2088.27 21789.45
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 20.88 217.89
2109.16 22007.34
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 316.37 3301.10
Cost of 100.00sqm 2425.53 25308.45
Cost of 1.00 sqm Sqm 24.26 253.08 277.34

Page 858
 Chapter-23 : Road Platform Works

RN Item Description Unit Rate Rate Quantity Labour Material Labour &
ee No. code (Rs.) Cost (Rs.) Cost (Rs.) Material Cost
fw (Rs.)
.
### D234020 4cm thick bitumastic sheet with hot bitumen of approved quality using
S stone chippings (60% 12.5mm nominal size and 40% 10mm nominal
R size) 2.60cum and coarse sand 2.60cum of road surface and with 478kg
1 bitumen per 100sqm of road surface over a tack coat including
7 consolidation with road roller of 8 to 10tonne etc. complete (tack coat to
. be paid separately)
5
8
D2234021 With paving bitumen 80/ 100 heated and then mixed with solvent at the
S4 rate of 70grams per kg. of asphalt
R.
12
Details of cost for 100 sqm.
Materials
Paving Asphalt 80/100 penetration Tonne 2916 42000.00 0.479 20118.00
Solvent Kg 2914 95.00 33.530 3185.35
Stone chippings/screenings 12.5/13.2 mm nominal size cum 2910 1150.00 1.560 1794.00
Stone chippings/screenings 10/ 11.2 mm nominal size cum 2911 1150.00 1.040 1196.00
Coarse sand (Zone III) cum 0982 850.00 2.600 2210.00
Coal (steam) quintal 0370 2000.00 0.958 1916.00
Labour:For cleaning:
Mate Day 0128 158.00 0.160 25.28
Beldar Day 0114 152.00 1.400 212.80
Coolie Day 0115 152.00 1.400 212.80
(b) For heating bitumen : 0.00
Beldar Day 0114 152.00 1.880 285.76
(c) For cleaning,mixing and spreading aggregate : 0.00
Mistry Day 0130 158.00 0.310 48.98
Beldar Day 0114 152.00 9.460 1437.92
(d) Consolidation Charges 0.00
Chowkidar Day 0113 158.00 0.450 71.10
Bhisti Day 0101 158.00 0.180 28.44
Hire charges of Diesel Road Roller - 8 to 10 tonne Day 0003 1000.00 0.180 180.00
Diesel oil litre 1235 32.92 3.240 106.66
Hire charges of Coaltar Boiler 900 to 1400 litres Day 0001 700.00 0.300 210.00
Hire charges of Machine for rubbing of floors Day 0013 550.00 0.030 16.50
Sundries (no rates reqd.) Lumpsum 9999 1.00 4.420 4.42
(e) Misc 0.00
Wire brush 25cm long Each 0364 28.00 0.090 2.52

Page 859
 Chapter-23 : Road Platform Works

RN Item Description Unit Rate Rate Quantity Labour Material Labour &
ee No. code (Rs.) Cost (Rs.) Cost (Rs.) Material Cost
fw (Rs.)
.
Soft brush 25cm long Each 0365 32.00 0.270 8.64
Brooms and gunny bags Lumpsum 9999 1.00 5.330 5.33
Sundries (no rates reqd.) Lumpsum 9999 1.00 16.120 16.12
2873.27 28503.35
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 28.73 285.03
2902.00 28788.38
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 435.30 4318.26
Cost of 100.00sqm 3337.30 33106.64
Cost of 1.00 sqm Sqm 33.37 331.07 364.44
D2234022 With paving bitumen 60/ 70 with no solvent
S4
R. Details of cost for 100 sqm.
12 Materials
Paving Asphalt 60/70 penetration Tonne 7309 44500.00 0.479 21315.50
0 LS 0 0.00 0.479 0.00
Stone chippings/screenings 12.5/13.2 mm nominal size cum 2910 1150.00 1.560 1794.00
Stone chippings/screenings 10/ 11.2 mm nominal size cum 2911 1150.00 1.040 1196.00
0 LS 0 0.00 2.600 0.00
Coarse sand (Zone III) cum 0982 850.00 2.600 2210.00
0 LS 0 0.00 2.600 0.00
Coal (steam) quintal 0370 2000.00 0.958 1916.00
0 LS 0 0.00 0.096 0.00
Labour:For cleaning:
Mate Day 0128 158.00 0.160 25.28
Beldar Day 0114 152.00 1.400 212.80
Coolie Day 0115 152.00 1.400 212.80
(b) For heating and spraying bitumen : 0.00
Beldar Day 0114 152.00 1.880 285.76
(c) For screening and spreading aggregate : 0.00
Mistry Day 0130 158.00 0.310 48.98
Beldar Day 0114 152.00 9.460 1437.92
(d) Consolidation Charges 0.00
Chowkidar Day 0113 158.00 0.450 71.10
Bhisti Day 0101 158.00 0.180 28.44
Hire charges of Diesel Road Roller - 8 to 10 tonne Day 0003 1000.00 0.180 180.00
Diesel oil litre 1235 32.92 3.240 106.66
Hire charges of Coaltar Boiler 900 to 1400 litres Day 0001 700.00 0.300 210.00
Hire charges of Machine for rubbing of floors Day 0013 550.00 0.030 16.50

Page 860
 Chapter-23 : Road Platform Works

RN Item Description Unit Rate Rate Quantity Labour Material Labour &
ee No. code (Rs.) Cost (Rs.) Cost (Rs.) Material Cost
fw (Rs.)
.
Sundries (no rates reqd.) Lumpsum 9999 1.00 4.420 4.42
(e) Misc 0.00
Wire brush 25cm long Each 0364 28.00 0.090 2.52
Soft brush 25cm long Each 0365 32.00 0.270 8.64
Brooms and gunny bags Lumpsum 9999 1.00 5.330 5.33
Sundries (no rates reqd.) Lumpsum 9999 1.00 16.120 16.12
2873.27 28431.50
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 28.73 284.32
2902.00 28715.82
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 435.30 4307.37
Cost of 100.00sqm 3337.30 33023.19
Cost of 1.00 sqm Sqm 33.37 330.23 363.60
D2234023 With refinery modified bitumen CRMB 55 conforming to IRC: SR: 53-
S4 1999
R.
12 Details of cost for 100 sqm.
Materials
Modified Bitumen Refinery produced CRMB-55 Tonne 7739 55000.00 0.479 26345.00
Solvent Kg 2914 95.00 33.530 3185.35
0 LS 0 0.00 0.335 0.00
0 LS 0 0.00 0.479 0.00
Stone chippings/screenings 12.5/13.2 mm nominal size cum 2910 1150.00 1.560 1794.00
Stone chippings/screenings 10/ 11.2 mm nominal size cum 2911 1150.00 1.040 1196.00
0 LS 0 0.00 2.600 0.00
Coarse sand (Zone III) cum 0982 850.00 2.600 2210.00
0 LS 0 0.00 2.600 0.00
Coal (steam) quintal 0370 2000.00 0.958 1916.00
0 LS 0 0.00 0.096 0.00
Labour:For cleaning:
Mate Day 0128 158.00 0.160 25.28
Beldar Day 0114 152.00 1.400 212.80
Coolie Day 0115 152.00 1.400 212.80
(b) For heating and spraying bitumen : 0.00
Beldar Day 0114 152.00 1.880 285.76
(c) For screening and spreading aggregate : 0.00
Mistry Day 0130 158.00 0.310 48.98
Beldar Day 0114 152.00 9.460 1437.92
(d) Consolidation Charges 0.00

Page 861
 Chapter-23 : Road Platform Works

RN Item Description Unit Rate Rate Quantity Labour Material Labour &
ee No. code (Rs.) Cost (Rs.) Cost (Rs.) Material Cost
fw (Rs.)
.
Chowkidar Day 0113 158.00 0.450 71.10
Bhisti Day 0101 158.00 0.180 28.44
Hire charges of Diesel Road Roller - 8 to 10 tonne Day 0003 1000.00 0.180 180.00
Diesel oil litre 1235 32.92 3.240 106.66
Hire charges of Coaltar Boiler 900 to 1400 litres Day 0001 700.00 0.300 210.00
Hire charges of Machine for rubbing of floors Day 0013 550.00 0.030 16.50
Sundries (no rates reqd.) Lumpsum 9999 1.00 4.420 4.42
(e) Misc 0.00
Wire brush 25cm long Each 0364 28.00 0.090 2.52
Soft brush 25cm long Each 0365 32.00 0.270 8.64
Brooms and gunny bags Lumpsum 9999 1.00 5.330 5.33
Sundries (no rates reqd.) Lumpsum 9999 1.00 16.120 16.12
2873.27 34730.35
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 28.73 347.30
2902.00 35077.65
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 435.30 5261.65
Cost of 100.00sqm 3337.30 40339.30
Cost of 1.00 sqm Sqm 33.37 403.39 436.77
### 0 SEAL COAT :
### D235010 Providing and laying seal coat of premixed fine aggregate (passing
S 2.36mm and retained on 180micron sieve) with bitumen using 128 kg of
R bitumen of grade 80/ 100 bitumen and 0.60cum of fine aggregate per
1 100sqm of road surface including rolling and finishing with road roller all
7 complete. Note - This should not be operated along with Hot mix
. carpeting
5
9
Details of cost for 100 sqm.
Materials
Paving Asphalt 80/100 penetration Tonne 2916 42000.00 0.077 3225.60
0 LS 0 0.00 0.077 0.00
Coarse sand (Zone III) cum 0982 850.00 0.600 510.00
0 LS 0 0.00 0.600 0.00
Coal (steam) quintal 0370 2000.00 1.536 3072.00
0 LS 0 0.00 0.154 0.00
Labour:For cleaning:
Mate Day 0128 158.00 0.060 9.48
Beldar Day 0114 152.00 0.490 74.48
Coolie Day 0115 152.00 0.970 147.44

Page 862
 Chapter-23 : Road Platform Works

RN Item Description Unit Rate Rate Quantity Labour Material Labour &
ee No. code (Rs.) Cost (Rs.) Cost (Rs.) Material Cost
fw (Rs.)
.
(b) For heating and spraying bitumen : 0.00
Beldar Day 0114 152.00 0.300 45.60
(c) For screening and spreading aggregate : 0.00
Beldar Day 0114 152.00 1.110 168.72
Mistry Day 0130 158.00 0.050 7.90
(d) Consolidation Charges 0.00
Chowkidar Day 0113 158.00 0.150 23.70
Bhisti Day 0101 158.00 0.060 9.48
Hire charges of Diesel Road Roller - 8 to 10 tonne Day 0003 1000.00 0.060 60.00
Hire charges of Coaltar Boiler 900 to 1400 litres Day 0001 700.00 0.050 35.00
Hire charges of Machine for rubbing of floors Day 0013 550.00 0.010 5.50
Diesel oil litre 1235 32.92 1.080 35.55
Carriage Lumpsum 9999 1.00 0.260 0.00
(e) Misc 0.00
Wire brush 25cm long Each 0364 28.00 0.050 1.40
Soft brush 25cm long Each 0365 32.00 0.120 3.84
Sundries (no rates reqd.) Lumpsum 9999 1.00 18.200 18.20
646.29 6807.60
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 6.46 68.08
652.76 6875.68
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 97.91 1031.35
Cost of 100.00sqm 750.67 7907.03
Cost of 1.00 sqm Sqm 7.51 79.07 86.58
### 0 CONCRETE PAVEMENTS :
### D236010 Cement concrete Grade M15 of coarse aggregate 40mm nominal size, in
S pavements, laid to required slope and camber in panels as required
R including consolidation finishing and tamping complete
1
Details of cost for 1 cum.
Materials
### Stone Aggregate (Single size) : 40 mm nominal size cum 0293 850.00 0.520 442.00
Stone Aggregate (Single size) : 20 mm nominal size cum 0295 900.00 0.220 198.00
Stone Aggregate (Single size) : 10 mm nominal size cum 0297 900.00 0.110 99.00
0 LS 0 0.00 0.520 0.00
0 LS 0 0.00 0.330 0.00
Coarse sand (Zone III) cum 0982 850.00 0.445 378.25
0 LS 0 0.00 0.445 0.00
Portland Cement free (rate not required) Tonne 0367 0.00 0.320 0.00

Page 863
 Chapter-23 : Road Platform Works

RN Item Description Unit Rate Rate Quantity Labour Material Labour &
ee No. code (Rs.) Cost (Rs.) Cost (Rs.) Material Cost
fw (Rs.)
.
0 LS 0 0.00 0.320 0.00
Labour:For cleaning:
### Mason (average) Day 0155 158.00 0.100 15.80
Beldar Day 0114 152.00 1.630 247.76
Bhisti Day 0101 158.00 0.700 110.60
Hire charges of Concrete Mixer 0.14 cubic metre Day 0002 700.00 0.077 53.90
Hire charges of Vibrator (Needle type 40mm) Day 0012 300.00 0.070 21.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 26.000 26.00
Taking the slab to be 15cm thick and width to be 6 metre, length of road 120.60 0.407 49.08
27 metre =9.90/24.30
(Rate as per item No.042011 of R.C.C. work)

Sundries (no rates reqd.) Lumpsum 9999 1.00 1.430 1.43

476.49 1117.25
Add 1%for water charges on all except A Lumpsum 9997 0.01 4.76 11.17
481.25 1128.42
Add 15% for contractors profit and overheads on all except A Lumpsum 9998 0.15 72.19 169.26
553.44
Cost of 1 cum cum 602.53 1297.69 1900.21
### 236020 Providing and laying design mix cement concrete in roads, having a
cube strength of M-30 using cement, coarse sand and graded stone
aggregate of 40mm nominal size as per approved design. mechanically
vibrated, steel form work, curing, providing and filling construction &
dummy joints with approved joint filler (conforming to grade B of IS:
1834) rounding of the edges, making & filling the grooves as per drawing

Details of cost for 1 cum.

Materials
Portland Cement free (rate not required) Tonne 0367 0.00 0.340 0.00
0 LS 0 0.00 0.340 0.00
Stone Aggregate (Single size) : 40 mm nominal size cum 0293 850.00 0.520 442.00
Stone Aggregate (Single size) : 20 mm nominal size cum 0295 900.00 0.220 198.00
Stone Aggregate (Single size) : 10 mm nominal size cum 0297 900.00 0.110 99.00
Coarse sand (Zone III) cum 0982 850.00 0.445 378.25
Labour:For mixing and laying
Beldar Day 0114 152.00 0.900 136.80
Coolie Day 0115 152.00 0.600 91.20
Bhisti Day 0101 158.00 0.270 42.66

Page 864
 Chapter-23 : Road Platform Works

RN Item Description Unit Rate Rate Quantity Labour Material Labour &
ee No. code (Rs.) Cost (Rs.) Cost (Rs.) Material Cost
fw (Rs.)
.
Mason (brick layer) 1st class Day 0123 168.00 0.050 8.40
Mason (brick layer) 2nd class Day 0124 158.00 0.050 7.90
Mate Day 0128 158.00 0.040 6.32
Machinery 0.00
Mason (average) Day 0155 158.00 0.070 11.06
Beldar Day 0114 152.00 0.070 10.64
Hire charges of Concrete Mixer 0.14 cubic metre Day 0002 700.00 0.050 35.00
Hire charges of Pin vibrator Day 0021 350.00 0.025 8.75
Hire charges of Surface Vibrator Day 0022 480.00 0.050 24.00
Fuel charges 0.00
Diesel oil for mixer litre 1235 32.92 1.200 39.50
Diesel oil for pin viberator litre 1235 32.92 0.250 8.23
Diesel oil for surface viberator litre 1235 32.92 0.250 8.23
Add for construction and filling of dummy jionts
Rate as per annexure A 211.56
Add for steel form work
Rate as per annexure B 274.38
Sundries (no rates reqd.) Lumpsum 9999 1.00 54.600 54.60
438.69 1603.19
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 4.39 16.03
443.08 1619.22
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 66.46 242.88
Cost of 1 cum cum 509.54 1862.11 2371.65

ANNEXURE A
Details of cost for 8.50 cum.
Materials:
Bitumen solution primer of approved quality with oil base litre 0316 102.00 0.780 79.56
Carriage Lumpsum 9999 1.00 0.910 0.00
Bitumen hot sealing compound : Grade A Kg 0314 106.00 9.680 1026.08
Carriage Lumpsum 9999 1.00 0.910 0.00
Coal (steam) quintal 0370 2000.00 0.015 30.00
Carriage Lumpsum 9999 1.00 0.910 0.00
Labour 0.00
Mason (brick layer) 1st class Day 0123 168.00 3.000 504.00
Painter Day 0131 158.00 0.100 15.80
Mason (brick layer) 2nd class Day 0124 158.00 0.250 39.50

Page 865
 Chapter-23 : Road Platform Works

RN Item Description Unit Rate Rate Quantity Labour Material Labour &
ee No. code (Rs.) Cost (Rs.) Cost (Rs.) Material Cost
fw (Rs.)
.
Beldar Day 0114 152.00 0.680 103.36
Cost of 8.5 cum 1798.30
cost per cum 211.56
ANNEXURE B
STEEL FORM WORK
Structural steel such as tees, angles channels and R.S. joists quintal 1007 3400.00 0.041 138.42
0 LS 0 0.00 0.041 0.00
Blacksmith 2nd class Day 0103 158.00 2.860 451.88
Beldar Day 0114 152.00 5.730 870.96
Beldar Day 0114 152.00 5.730 870.96
2332.22
274.38
### 1 236030 Providing and fixing at or near ground level factory made RCC pavement
6 slab of M-30 grade of size 450x450x50mm with reinforcement of 6mm
. dia M.S. bars 4 nos. on each side including setting in position in footpath
6 to the required level and line over a bed of 20 mm average thick cement
7 mortar (1 cement: 3 coarse sand) joint thickness not more than 5mm
except on curve including filling of joints with same cement mortar and
D making grooves etc. complete as per direction of Engineer-in-charge
S
R

Details of cost for 10.00 sqm.

Materials
Precast pavement slab 450x450x50mm(M-30) Each 8694 50.00 48.000 2400.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 52.000 52.00
20mm (bed and joints) CM. 1:5 (1 cement: 5 coarse sand (Rate as per cum 1075.00 0.250 268.75 A
item no. 21of ch .Mortar
Labour:
Mason (average) Day 0155 158.00 1.100 173.80
Bandhani Day 0100 158.00 1.100 173.80
Beldar Day 0114 152.00 0.550 83.60
Bhisti Day 0101 158.00 0.270 42.66
Sundries (no rates reqd.) Lumpsum 9999 1.00 10.790 10.79
484.65 2452.00
Add 1%for water charges on all except A Lumpsum 9997 0.01 4.85 24.52
489.50 2476.52
Add 15% for contractors profit and overheads on all except A Lumpsum 9998 0.15 73.42 371.48

Page 866
 Chapter-23 : Road Platform Works

RN Item Description Unit Rate Rate Quantity Labour Material Labour &
ee No. code (Rs.) Cost (Rs.) Cost (Rs.) Material Cost
fw (Rs.)
.
Cost of 10 sqm 562.92 2848.00
3116.75
Cost of 1 sqm Sqm 56.29 311.67 367.97
###
### D236040 Extra over item236010 & 236020 for providing and mixing hardening
S compound of approved quality as per manufacturer’s specification
R
1
Details of cost for 1 litre.
Materials -
Hard crete litre 7254 35.00 1 35.00
35.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.35
35.35
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 5.30
Cost of 1.00 litre litre 40.65 40.65
### D236050 Providing and fixing in position pre-moulded joint filler in expansion joints
S
R
1 Materials
Details of cost for 18mm thick 15cm deep and Sqm 0317 540.00 45.000 24300.00
300m in length = 300x0.15 = 45 sqm.
18mm thick joint filler

0 LS 0 0.00 0.210 0.00

Labour:
Mason (brick layer) 2nd class Day 0124 158.00 1.000 158.00
Beldar Day 0114 152.00 3.000 456.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 26.000 26.00
640.00 24300.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 6.40 243.00
646.40 24543.00
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 96.96 3681.45
Cost of 300m length,18mm width and 15cm depth 743.36 28224.45 28967.81
Cost of one cm width and cm depth per metre length per cm 0.09 3.48 3.58
width per
cm
depth /
metre

Page 867
 Chapter-23 : Road Platform Works

RN Item Description Unit Rate Rate Quantity Labour Material Labour &
ee No. code (Rs.) Cost (Rs.) Cost (Rs.) Material Cost
fw (Rs.)
.
### D236060 Providing and laying in position bitumen hot sealing compound for
S expansion joints etc. using grade ‘A’ sealing compound
R
2 Materials
Details of cost for 20mm wide 20mm deep and 300 metres in length. Kg 0314 106.00 30.760 3260.56
Sealing compound-
300x0.02x0.02 = 0.12cum. Weight 256.3kg. per cum. = 256.3x0.12 =
kilogram 30.76 kg.
0 LS 0 0.00 0.030 0.00
Labour:
Mason (brick layer) 2nd class Day 0124 158.00 1.000 158.00
Beldar Day 0114 152.00 2.500 380.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 20.670 20.67
558.67 3260.56
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 5.59 32.61
564.26 3293.17
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 84.64 493.97
Cost of 300m length,20mm width and 20mm depth 648.90 3787.14 4436.04
Cost of one cm width and cm depth per metre length per cm 0.54 3.16 3.70
width per
cm
depth /
metre
### D236070 Painting road surface marking with adequate number of coats to give
S uniform finish with ready mixed road marking paint conforming to IS:
R 164, on bituminous surface in white/ yellow shade including cleaning the
1 surface of all dirt, scales, oil, grease and foreign material etc. complete
7
.
6
D2236071 New work (minimum two coats)
S4
R.
Details of cost for 10 sqm.
12
Materials
Road marking paint (spirit based) litre 7255 145.00 1.480 214.60
Carriage of paint Lumpsum 9999 1.00 2.650 0.00
Labour:
Mate Day 0128 158.00 0.100 15.80
Painter Day 0131 158.00 0.540 85.32

Page 868
 Chapter-23 : Road Platform Works

RN Item Description Unit Rate Rate Quantity Labour Material Labour &
ee No. code (Rs.) Cost (Rs.) Cost (Rs.) Material Cost
fw (Rs.)
.
Beldar Day 0114 152.00 1.680 255.36
Sundries (including painting brush, wire brush, labour for controlling Lumpsum 9999 1.00 36.400 36.40
traffic and other
T&P etc.)
392.88 214.60
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 3.93 2.15
396.81 216.75
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 59.52 32.51
Cost of 10 sqm 456.33 249.26
Cost of 1 sqm Sqm 45.63 24.93 70.56
D2236072 Old work (one or more coats)
S4
R. Details of cost for 10 sqm.
12
Materials
Road marking paint (spirit based) litre 7255 145.00 0.890 129.05
Carriage of paint Lumpsum 9999 1.00 0.650 0.00
Labour:
Mate Day 0128 158.00 0.060 9.48
Painter Day 0131 158.00 0.360 56.88
Beldar Day 0114 152.00 1.120 170.24
Sundries (including painting brush, wire brush, labour for controlling Lumpsum 9999 1.00 24.440 24.44
traffic and other
T&P etc.)
261.04 129.05
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 2.61 1.29
263.65 130.34
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 39.55 19.55
Cost of 10 sqm 303.20 149.89
Cost of 1 sqm Sqm 30.32 14.99 45.31
### 0 MISCELLANEOUS :

Page 869
 Chapter-23 : Road Platform Works

RN Item Description Unit Rate Rate Quantity Labour Material Labour &
ee No. code (Rs.) Cost (Rs.) Cost (Rs.) Material Cost
fw (Rs.)
.
### D237010 Providing and fixing Cat’s Eye (Glow studs) heavy integral stem,
S reflective, aluminium die cast with elegant finish of size 100x100mm and
R 20mm high having a stem of 50mm (or 12mm dia. 90mm long) screwed
1 and nailed to fix into the road surface or at the nosing of the central
7 verge. The road studs should have reflectors fitted on one side of the
. studs (3 nos. 7 element or 1 no. 29 element reflector) complete
6
9

Details of cost for 15 Nos.

Materials
Cat's eye (glow stud) aluminium die cast of size 100mm x 100mm, Each 7426 400.00 15.000 6000.00
20mm high or 12mm dia. 20mm long
Carriage Lumpsum 9999 1.00 1.000 0.00
Labour:
Mason (for plain stone work) 2nd class) Day 0125 158.00 0.500 79.00
Beldar Day 0114 152.00 0.500 76.00
Sundries (including material required for fixing cats eyes and provioding Lumpsum 9999 1.00 15.000 15.00
barracading to divert traffic etc.)
170.00 6000.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 1.70 60.00
171.70 6060.00
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 25.76 909.00
Cost of 15 Nos. 197.45 6969.00
Cost of 1 no. Each 13.16 464.60 477.76
### N237020 Deduct for using hand roller instead of power road roller for Sqm 10% of Basic
R consolidation, If due to site conditions the power road roller can not be Items
2 used and use of hand roller is specifically permitted in writing. 10%
2 deduction is made on the total unit cost of the item concerned
4
### 237030 Supplying and laying Kerb stone 30cm X 20cm (In Section / including
chamfering as per design if any) chisel dressed on top and sides
including fixing in 1:6 cement sand mortar and pointing with 1:2 cement
mortar (1cement:2 Sand ordinary) including all excavation / refilling,
ramming and other incidental works as required

Details of cost for 100 meters.

Materials

Page 870
 Chapter-23 : Road Platform Works

RN Item Description Unit Rate Rate Quantity Labour Material Labour &
ee No. code (Rs.) Cost (Rs.) Cost (Rs.) Material Cost
fw (Rs.)
.
White sand stone block 10 cudm 1161 135.00 600.000 81000.00
cement for fixing Tonne 0367 0.00 0.043 0.00
cement for pointing Tonne 0367 0.00 0.011 0.00
Sand for fixing and pointing cum 0983 600.00 0.324 194.40
Sundries, etc. Lumpsum 9999 1.00 60.000 60.00
Labour:
Mason (brick layer) 1st class Day 0123 168.00 5.000 840.00
Mason (for plain stone work) 2nd class) Day 0125 158.00 5.000 790.00
Beldar Day 0114 152.00 8.500 1292.00
2922.00 81254.40
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 29.22 812.54
2951.22 82066.94
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 442.68 12310.04
Cost of 100 m 3393.90 94376.99
Cost of 1 m metre 33.94 943.77 977.71
### 237040 Supplying and laying Channel stone 30cmX 10 cm (In Section ) chisel
dressed on top and sides including fixing in 1:6 cement sand mortar and
pointing with 1:2 cement mortar (1cement:2 Sand ordinary) including all
excavation/ refilling, ramming and other incidental works as required

Details of cost for 100 meters.

Materials
White sand stone block 10 cudm 1161 135.00 300.000 40500.00
cement for fixing Tonne 0367 0.00 0.043 0.00
cement for pointing Tonne 0367 0.00 0.011 0.00
Sand for fixing and pointing cum 0983 600.00 0.324 194.40
Sundries, etc. Lumpsum 9999 1.00 60.000 60.00
Labour:
Mason (brick layer) 1st class Day 0123 168.00 5.000 840.00
Mason (for plain stone work) 2nd class) Day 0125 158.00 5.000 790.00
Beldar Day 0114 152.00 8.500 1292.00
2922.00 40754.40
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 29.22 407.54
2951.22 41161.94
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 442.68 6174.29
Cost of 100 m 3393.90 47336.24
Cost of 1 m metre 33.94 473.36 507.30

Page 871
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RN Item Description Unit Rate Rate Quantity Labour Material Labour &
ee No. code (Rs.) Cost (Rs.) Cost (Rs.) Material Cost
fw (Rs.)
.
### 237050 Supplying and laying precast Kerb Stone of concrete M25 Grade 30cmX
20 cm (In Section / including chamfering as per design if any) including
fixing in 1:6 cement sand mortar and pointing with 1:2 cement mortar
(1cement:2 Sand ordinary) including all excavation /refilling, ramming
and other incidental works as required.

Details of cost for 100 meters.

Materials
Precast C.C. kerb stone M-25 cum 8686 5000.00 6.000 30000.00
cement for fixing Tonne 0367 0.00 0.043 0.00
cement for pointing Tonne 0367 0.00 0.011 0.00
Sand for fixing and pointing cum 0983 600.00 0.324 194.40
Sundries etc. Lumpsum 9999 1.00 60.000 60.00
Labour:
Mason (brick layer) 1st class Day 0123 168.00 5.000 840.00
Mason (for plain stone work) 2nd class) Day 0125 158.00 5.000 790.00
Beldar Day 0114 152.00 8.500 1292.00
2922.00 30254.40
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 29.22 302.54
2951.22 30556.94
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 442.68 4583.54
Cost of 100 m 3393.90 35140.49
Cost of 1 m metre 33.94 351.40 385.34
### 237060 Supplying and laying precast Channel Stone of concrete M25 Grade
30cmX 10 cm (In Section) including fixing in 1:6 cement sand mortar
and pointing with 1:2 cement mortar (1cement:2 Sand ordinary) including
all excavation /refilling, ramming and other incidental works as required

Details of cost for 100 meters.

Materials
Precast C.C. kerb stone M-25 cum 8686 5000.00 3.000 15000.00
cement for fixing Tonne 0367 0.00 0.043 0.00
cement for pointing Tonne 0367 0.00 0.011 0.00
Sand for fixing and pointing cum 0983 600.00 0.324 194.40
Sundries etc. Lumpsum 9999 1.00 60.000 60.00
Labour:
Mason (brick layer) 1st class Day 0123 168.00 5.000 840.00

Page 872
 Chapter-23 : Road Platform Works

RN Item Description Unit Rate Rate Quantity Labour Material Labour &
ee No. code (Rs.) Cost (Rs.) Cost (Rs.) Material Cost
fw (Rs.)
.
Mason (for plain stone work) 2nd class) Day 0125 158.00 5.000 790.00
Beldar Day 0114 152.00 8.500 1292.00
2922.00 15254.40
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 29.22 152.54
2951.22 15406.94
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 442.68 2311.04
Cost of 100 m 3393.90 17717.99
Cost of 1 m metre 33.94 177.18 211.12
### 237070 Providing and laying Dry Brick (FPS bricks of class designation 7.5)
edging of full brick width and half brick depth including excavation,
refilling / ramming and disposal of surplus earth lead upto 50 metres
Details of cost for 10 m.
Materials
F.P.S. bricks class designation 7.5 1000 2602 2600.00 0.160 416.00
0 LS 0 0.00 0.160 0.00
Labour:
Mason (brick layer) 1st class Day 0123 168.00 0.170 28.56
Mason (brick layer) 2nd class Day 0124 158.00 0.170 26.86
Coolie Day 0115 152.00 0.350 53.20
Removal of Rubbish Lumpsum 9999 1.00 17.940 17.94
Sundries (no rates reqd.) Lumpsum 9999 1.00 8.970 8.97
135.53 416.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 1.36 4.16
136.89 420.16
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 20.53 63.02
Cost of 10 m 157.42 483.18
Cost per meter metre 15.74 48.32 64.06
### 237080 Providing and laying Dry Brick (FPS bricks of class designation 7.5)
edging laid length wise with half brick depth including excavation, refilling
/ ramming and disposal of surplus earth lead upto 50 metres

Details of cost for 10 m.

Materials
F.P.S. bricks class designation 7.5 1000 2602 2600.00 0.049 127.40
0 LS 0 0.00 0.049 0.00
Labour:
Mason (brick layer) 1st class Day 0123 168.00 0.040 6.72

Page 873
 Chapter-23 : Road Platform Works

RN Item Description Unit Rate Rate Quantity Labour Material Labour &
ee No. code (Rs.) Cost (Rs.) Cost (Rs.) Material Cost
fw (Rs.)
.
Mason (brick layer) 2nd class Day 0124 158.00 0.040 6.32
Coolie Day 0115 152.00 0.090 13.68
Removal of Rubbish Lumpsum 9999 1.00 4.160 4.16
30.88 127.40
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.31 1.27
31.19 128.67
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 4.68 19.30
Cost of 10 m 35.87 147.98
Cost of per meter metre 3.59 14.80 18.38
### 237090 Providing and laying toothed (Diagonal) brick edging along paths etc. at
an angle of 60 Degree to the horizontal including excavation, refilling /
ramming and disposal of surplus earth lead upto 50 metres

Details of cost for 10 m.

Materials
F.P.S. bricks class designation 7.5 1000 2602 2600.00 0.065 169.00
0 LS 0 0.00 0.650 0.00
Labour:
Mason (brick layer) 2nd class Day 0124 158.00 0.060 9.48
Beldar Day 0114 152.00 0.060 9.12
Removal of Rubbish Lumpsum 9999 1.00 0.100 0.10
18.70 169.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.19 1.69
18.89 170.69
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 2.83 25.60
Cost of 10 m 21.72 196.29
Cost of per meter metre 2.17 19.63 21.80
### 237100 Scarifying 50mm metalled (water-bound) road surface including disposal
of rubbish lead upto 50metres and consolidation of the aggregate
received from scarifying with power road roller of 8 to 10 tonne capacity

Details of cost for 100 sqm.

Labour:
Beldar Day 0114 152.00 1.350 205.20
Coolie Day 0115 152.00 1.080 164.16
Hire charges of Diesel Road Roller - 8 to 10 tonne Day 0003 1000.00 0.132 132.00

Page 874
 Chapter-23 : Road Platform Works

RN Item Description Unit Rate Rate Quantity Labour Material Labour &
ee No. code (Rs.) Cost (Rs.) Cost (Rs.) Material Cost
fw (Rs.)
.
Chowkidar Day 0113 158.00 0.132 20.86
Diesel oil litre 1235 32.92 0.236 7.77
Carriage Lumpsum 9999 1.00 1.430 0.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 5.460 5.46
535.45
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 5.35
540.80
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 81.12
Cost of 100sqm 621.92
Cost of per Sqm Sqm 6.22 0 6.22
### 237110 Making bajri path including preparation of subgrade, supplying and
laying brick aggregate of 50mm nominal size 7.5cm deep with binding
material consisting of 12mm thick layer of moorum and 12mm thick layer
of red bajri consolidated with road roller

Details of cost for 100sqm.

Materials
Eartwork in excavation including dressing etc.Rate as per annexure 4 cum 155.92 7.500 1169.40
Brick Aggregate (Single size) : 50 mm nominal size cum 0286 840.00 7.500 6300.00
0 cum 0 0.00 7.500 0.00
Supplying and stacking red bajri at site.Rate as per annexure 2 cum 801.44 1.200 961.72
Supplying and stacking moorum at site.Rate as per annexure 3 cum 1045.35 1.200 1254.42
Labour:For earthwork in excavation
Mate Day 0128 158.00 0.8 126.40
Coolie Day 0115 152.00 8.000 1216.00
Labour: 0.00
Beldar Day 0114 152.00 1.950 296.40
Coolie Day 0115 152.00 2.630 399.76
Bhisti Day 0101 158.00 1.350 213.30
Hire charges of Diesel Road Roller - 8 to 10 tonne Day 0003 1000.00 0.135 135.00
Chowkidar Day 0113 158.00 0.135 21.33
Diesel oil litre 1235 32.92 2.430 80.00
Carriage Lumpsum 9999 1.00 4.150 0.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 7.750 7.75
Spreading of red bajri waterand rolling 0.00
Hire charges of Diesel Road Roller - 8 to 10 tonne Day 0003 1000.00 0.054 54.00
Chowkidar Day 0113 158.00 0.054 8.53
Diesel oil litre 1235 32.92 0.972 32.00

Page 875
 Chapter-23 : Road Platform Works

RN Item Description Unit Rate Rate Quantity Labour Material Labour &
ee No. code (Rs.) Cost (Rs.) Cost (Rs.) Material Cost
fw (Rs.)
.
carriage Lumpsum 9999 1.00 0.550 0.00
2590.47 9685.54
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 25.90 96.86
2616.37 9782.40
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 392.46 1467.36
Cost of 100 sqm 3008.83 11249.75
Cost of per sqm Sqm 30.09 112.50 142.59
### 237120 Providing and laying Dry brick (F.P.S. bricks of class designation 7.5)
pitching half brick thick in drains including supply of brick and preparing
the surface complete

Details of cost for 10sqm.

Materials
F.P.S. bricks class designation 7.5 1000 2602 2600.00 0.565 1469.00
0 LS 0 0.00 0.645 0.00
Labour:
Mason (brick layer) 1st class Day 0123 168.00 0.400 63.20
Mason (brick layer) 2nd class Day 0124 158.00 0.400 60.80
Beldar Day 0114 152.00 1.080 164.16
288.16 1469.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 2.88 14.69
291.04 1483.69
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 43.66 222.55
Cost of 10 m 334.70 1706.24
Cost of per meter metre 33.47 170.62 204.09
### 237130 Cutting road and making good the same including supply of extra
quantities of materials i.e. aggregate, moorum screening, red bajri,
Bitumen, compaction, protection during work, etc and labour complete

2237131 Bituminous portion

4
. Details of cost for 1.08 cum
4 Materials
Supplying and stacking stone aggregate 53 mm nominal size at site.Rate cum 964.05 0.090 86.76
as per annexure 1
Supplying and stacking red bajri at site.Rate as per annexure 2 cum 801.44 0.023 18.43
Supplying and stacking moorum at site.Rate as per annexure 3 cum 1045.35 0.022 23.00
Stone chippings/screenings 10/ 11.2 mm nominal size cum 2911 1150.00 0.092 105.80

Page 876
 Chapter-23 : Road Platform Works

RN Item Description Unit Rate Rate Quantity Labour Material Labour &
ee No. code (Rs.) Cost (Rs.) Cost (Rs.) Material Cost
fw (Rs.)
.
0 LS 0 0.00 0.092 0.00
Paving bitumen S-90 of approved quality Tonne 0309 55000.00 0.011 605.00

0 LS 0 0.00 0.011 0.00

Labour:For cutting road and taking out soling and metalling
including sorting and screening:
Beldar Day 0114 152.00 0.960 145.92
Coolie Day 0115 152.00 0.480 72.96
(b) For Realying soling stone : 0.00
Beldar Day 0114 152.00 0.240
Coolie Day 0115 152.00 0.240 36.48
(c) Relaying road metal with extra quantity and consolidation 0.00
Beldar Day 0114 152.00 0.710 107.92
Coolie Day 0115 152.00 0.480 72.96
Bhisti Day 0101 158.00 0.100 15.80
(d) Painting two coats including labour for spreading grit 0.00
Consolidation Charges
Beldar Day 0114 152.00 0.480 72.96
Coolie Day 0115 152.00 0.480 72.96
Sundries (no rates reqd.) Lumpsum 9999 1.00 40.430 40.43
638.39 710.80
Add for water charges @ 1% on all except A Lumpsum 9997 0.01 6.38 7.11
644.77 717.91
Add for contractors profit and overhead @15% on all except A Lumpsum 9998 0.15 96.72 107.69
825.59
Cost of 1.08 cum 741.49 953.79
Cost per cum cum 686.56 764.44 1451.00
2237132 Water bound macadam
4
. Details of cost for .90 cum
4
Materials
Supplying and stacking stone aggregate 53 mm nominal size at site.Rate cum 964.05 0.090 86.76
as per annexure 1
Supplying and stacking red bajri at site.Rate as per annexure 2 cum 801.44 0.023 18.43
Supplying and stacking moorum at site.Rate as per annexure 3 cum 1045.35 0.022 23.00
Labour:For cutting road and taking out soling and metalling
including sorting and screening:

Page 877
 Chapter-23 : Road Platform Works

RN Item Description Unit Rate Rate Quantity Labour Material Labour &
ee No. code (Rs.) Cost (Rs.) Cost (Rs.) Material Cost
fw (Rs.)
.
Beldar Day 0114 152.00 0.480 72.96
Coolie Day 0115 152.00 0.240 36.48
(b) For Realying soling stone : 0.00
Beldar Day 0114 152.00 0.240
Coolie Day 0115 152.00 0.240 36.48
(c) Relaying road metal with extra quantity and consolidation 0.00
Beldar Day 0114 152.00 0.480 72.96
Coolie Day 0115 152.00 0.480 72.96
Bhisti Day 0101 158.00 0.100 15.80
Sundries (no rates reqd.) Lumpsum 9999 1.00 53.820 53.82
361.46
Add for water charges @ 1% on all except A Lumpsum 9997 0.01 3.61
365.07
Add for contractors profit and overhead @15% on all except A Lumpsum 9998 0.15 54.76
Cost of .90 cum 419.84 128.19
Cost per cum cum 466.48 142.44 608.92
### 237140 Cutting bajri paths and making good the same including supply of extra
quantities of brick aggregate, moorum and red bajri etc and labour with
compaction, protection during work complete

Details of cost for 10 sqm.

Materials
Brick Aggregate (Single size) : 50 mm nominal size cum 0286 840.00 0.190 159.60
0 cum 0 0.00 0.190 0.00
Supplying and stacking red bajri at site.Rate as per annexure 2 cum 801.44 0.060 48.09 A
Supplying and stacking moorum at site.Rate as per annexure 3 cum 1045.35 0.060 62.72 A
Labour:
Beldar Day 0114 152.00 0.400 60.80
Coolie Day 0115 152.00 0.400 60.80
121.60 159.60
Add for water charges @ 1% on all except A Lumpsum 9997 0.01 1.22 1.60
122.82 161.20
Add for contractors profit and overhead @15% on all except A Lumpsum 9998 0.15 18.42 24.18
Cost of 10 m 141.24 185.38
18.54
Cost of per meter metre 14.12 129.34 143.47
ANNEXURE 1
Supplying and stacking stone aggregate 53 mm nominal size at site

Page 878
 Chapter-23 : Road Platform Works

RN Item Description Unit Rate Rate Quantity Labour Material Labour &
ee No. code (Rs.) Cost (Rs.) Cost (Rs.) Material Cost
fw (Rs.)
.
Details of cost for 1 cum
Materials
Stone Aggregate (Single size) : 63 mm nominal size cum 0291 750.00 0.050 37.50
Stone Aggregate (Single size) : 50 mm nominal size cum 0292 800.00 0.300 240.00
Stone Aggregate (Single size) : 40 mm nominal size cum 0293 850.00 0.650 552.50
0 LS 0 0.00 1.000 0.00
830.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 8.30
838.30
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 125.74
Cost of 1.00 cum cum 964.05 0.00 964.05
ANNEXURE 2
Supplying and stacking red bajri at site.
Details of cost for 1 cum
Materials
Bajri cum 0304 690.00 1.000 690.00
0 LS 0 0.00 1.000 0.00
690.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 6.90
696.90
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 104.54
Cost of 1.00 cum cum 801.44 0.00 801.44
ANNEXURE 3
Supplying and stacking moorum at site
Details of cost for 1 cum
Materials
Moorum cum 0810 900.00 1.000 900.00
0 LS 0 0.00 1.000 0.00
900.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 9.00
909.00
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 136.35
Cost of 1.00 cum cum 1045.35 0.00 1045.35
ANNEXURE 4
Eartwork in excavation including dressing etc
Details of cost for 10 cum
Labour

Page 879
 Chapter-23 : Road Platform Works

RN Item Description Unit Rate Rate Quantity Labour Material Labour &
ee No. code (Rs.) Cost (Rs.) Cost (Rs.) Material Cost
fw (Rs.)
.
Mate Day 0128 158.00 0.800 126.40
Coolie Day 0115 152.00 8.000 1216.00
1342.40
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 13.42
1355.82
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 203.37
Cost of 10.00 cum 1559.20
Cost of 1 cum cum 155.92 0.00 155.92
### 0 DENSE MACADAM FOR HEAVY DUTY ROADS
### 238010 Providing and laying Dense Bituminous macadam on prepared surface
with specified graded crushed stone aggregate for profile corrective
base/ binding course mixing of stone aggregate, filler and bitumen in
hot mix plant, transporting the mixed material and laying with paver
finisher fitted with electronic sensing device to the required level and
grade and rolling by road roller as per specifications, to achieve the
desired density, but excluding the cost of primer I tack coat

### 2238011 75 mm average compacted thickness with bitumen of 60/70 grade @ 5%

4 by weight of total mix and lime filler @ 2% by weight of Aggregate. (For
. very heavy traffic condition)
4
3 Cost of 1 cum=13.33 sqm of area of thickness 75mm
Materials
Paving Asphalt 60/70 penetration Tonne 7309 44500.00 7.350 327075.00
0 LS 0 0.00 7.350 0.00
Stone Aggregate (Single size) : 25 mm nominal size cum 0294 900.00 29.360 26424.00
Stone Aggregate (Single size) : 12.5 mm nominal size cum 0296 900.00 27.400 24660.00
Stone dust cum 1159 1000.00 36.680 36680.00
0 LS 0 0.00 56.760 0.00
Dry hydrated lime (factory made) quintal 0777 550.00 27.930 15361.50
0 LS 0 0.00 2.160 0.00
0 LS 0 0.00 36.680 0.00
Labour:
Beldar Day 0114 152.00 11 1672.00
Chowkidar Day 0113 158.00 3 474.00
Mistry Day 0130 158.00 1 158.00
Bhisti Day 0101 158.00 3.45 545.10

Page 880
 Chapter-23 : Road Platform Works

RN Item Description Unit Rate Rate Quantity Labour Material Labour &
ee No. code (Rs.) Cost (Rs.) Cost (Rs.) Material Cost
fw (Rs.)
.
Hire charges of Barber green, drying, mixing and Asphalt Plant, with Day 0008 7000.00 1 7000.00
accessories, capacity 30/45 tonne
Hire and running charges of tipper Day 0017 4700.00 3.54 16638.00
Hire and running charges of loader Day 0018 4700.00 1 4700.00
Hire charges of Diesel Road Roller - 8 to 10 tonne Day 0003 1000.00 3.45 3450.00
Diesel oil litre 1235 32.92 1013.950 33379.23
CARRIAGE Lumpsum 9999 1.00 1388.010 0.00
Mobil oil litre 5001 146.25 1.470 214.99
68231.32 430200.50
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 682.31 4302.01
68913.63 434502.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 10337.05 65175.38
Cost of 63.91cum 79250.68 499677.88
Cost of 1 cum=13.33 sqm of area of thickness 75mm 1240.04 7818.46 9058.50
Cost per sqm Sqm 93.03 586.53 679.56
### 2238012 75mm average compacted thickness with bitumen of 60/70 grade @
4 3.5% by weight of total mix
.
4 Cost of 1 cum=13.33 sqm of area of thickness 75mm
Materials
Paving Asphalt 60/70 penetration Tonne 7309 44500.00 5.150 229175.00
Stone Aggregate (Single size) : 25 mm nominal size cum 0294 900.00 21.870 19683.00
Stone Aggregate (Single size) : 12.5 mm nominal size cum 0296 900.00 74.550 67095.00
Stone dust cum 1159 1000.00 2.980 2980.00
0 LS 0 0.00 21.870 0.00
0 LS 0 0.00 74.550 0.00
0 LS 0 0.00 2.980 0.00
Labour:
Beldar Day 0114 152.00 5 760.00
Chowkidar Day 0113 158.00 3 474.00
Mistry Day 0130 158.00 1 158.00
Bhisti Day 0101 158.00 3.61 570.38
Beldar Day 0114 152.00 6 912.00
Hire charges of Barber green, drying, mixing and Asphalt Plant, with Day 0008 7000.00 1 7000.00
accessories, capacity 30/45 tonne
Hire and running charges of tipper Day 0017 4700.00 3.54 16638.00
Hire and running charges of loader Day 0018 4700.00 1 4700.00
Hire charges of Diesel Road Roller - 8 to 10 tonne Day 0003 1000.00 3.610 3610.00

Page 881
 Chapter-23 : Road Platform Works

RN Item Description Unit Rate Rate Quantity Labour Material Labour &
ee No. code (Rs.) Cost (Rs.) Cost (Rs.) Material Cost
fw (Rs.)
.
Diesel oil litre 1235 32.92 1016.830 33474.04
Carriage Lumpsum 9999 1.00 1388.010 0.00
Mobil oil litre 5001 146.25 1.470 214.99
68511.41 318933.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 685.11 3189.33
69196.53 322122.33
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 10379.48 48318.35
Cost of 63.91cum 79576.00 370440.68
Cost of 1 cum=13.33 sqm of area of thickness 75mm 1191.08 5544.69 6735.77
Cost per sqm Sqm 89.35 415.96 505.31
### 238013 50 mm average compacted thickness with bitumen of 60/70 grade @ 5%
by weight of total mix and lime filler @ 2% by weight of Aggregate. (For
very heavy traffic condition)

Cost of 1 cum=20 sqm of area of thickness 50mm

Materials
Paving Asphalt 60/70 penetration Tonne 7309 44500.00 7.350 327075.00
0 LS 0 0.00 7.350 0.00
Stone Aggregate (Single size) : 25 mm nominal size cum 0294 900.00 29.360 26424.00
Stone Aggregate (Single size) : 12.5 mm nominal size cum 0296 900.00 27.400 24660.00
Stone dust cum 1159 1000.00 36.680 36680.00
0 LS 0 0.00 56.760 0.00
Dry hydrated lime (factory made) quintal 0777 550.00 27.930 15361.50
0 LS 0 0.00 2.160 0.00
0 LS 0 0.00 36.680 0.00
Labour:
Beldar Day 0114 152.00 11 1672.00
Chowkidar Day 0113 158.00 3 474.00
Mistry Day 0130 158.00 1 158.00
Bhisti Day 0101 158.00 3.45 545.10
Hire charges of Barber green, drying, mixing and Asphalt Plant, with Day 0008 7000.00 1 7000.00
accessories, capacity 30/45 tonne
Hire and running charges of tipper Day 0017 4700.00 3.54 16638.00
Hire and running charges of loader Day 0018 4700.00 1 4700.00
Hire charges of Diesel Road Roller - 8 to 10 tonne Day 0003 1000.00 3.45 3450.00
Diesel oil litre 1235 32.92 1013.950 33379.23
CARRIAGE 1388.010 0.00

Page 882
 Chapter-23 : Road Platform Works

RN Item Description Unit Rate Rate Quantity Labour Material Labour &
ee No. code (Rs.) Cost (Rs.) Cost (Rs.) Material Cost
fw (Rs.)
.
Mobil oil litre 5001 146.25 1.470 214.99
68231.32 430200.50
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 682.31 4302.01
68913.63 434502.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 10337.05 65175.38
Cost of 63.91cum 79250.68 499677.88
Cost of 1 cum=20 sqm of area of thickness 50mm 1240.04 7818.46 9058.50
Cost per sqm Sqm 62.00 390.92 452.92
### 238014 50mm average compacted thickness with bitumen of 60/70 grade @
3.5% by weight of total mix
Cost of 1 cum=20 sqm of area of thickness 50mm
Materials
Paving Asphalt 60/70 penetration Tonne 7309 44500.00 5.150 229175.00
Stone Aggregate (Single size) : 25 mm nominal size cum 0294 900.00 21.870 19683.00
Stone Aggregate (Single size) : 12.5 mm nominal size cum 0296 900.00 74.550 67095.00
Stone dust cum 1159 1000.00 2.980 2980.00
0 LS 0 0.00 21.870 0.00
0 LS 0 0.00 74.550 0.00
0 LS 0 0.00 2.980 0.00
Labour:
Beldar Day 0114 152.00 5 760.00
Chowkidar Day 0113 158.00 3 474.00
Mistry Day 0130 158.00 1 158.00
Bhisti Day 0101 158.00 3.61 570.38
Beldar Day 0114 152.00 6 912.00
Hire charges of Barber green, drying, mixing and Asphalt Plant, with Day 0008 7000.00 1 7000.00
accessories, capacity 30/45 tonne
Hire and running charges of tipper Day 0017 4700.00 3.54 16638.00
Hire and running charges of loader Day 0018 4700.00 1 4700.00
Hire charges of Diesel Road Roller - 8 to 10 tonne Day 0003 1000.00 3.610 3610.00
Diesel oil litre 1235 32.92 1016.830 33474.04
CARRIAGE 1388.010 0.00
Mobil oil litre 5001 146.25 1.470 214.99
68511.41 318933.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 685.11 3189.33
69196.53 322122.33
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 10379.48 48318.35

Page 883
 Chapter-23 : Road Platform Works

RN Item Description Unit Rate Rate Quantity Labour Material Labour &
ee No. code (Rs.) Cost (Rs.) Cost (Rs.) Material Cost
fw (Rs.)
.
Cost of 63.91cum 79576.00 370440.68
Cost of 1 cum=20 sqm of area of thickness 50mm 1191.08 5544.69 6735.77
Cost per sqm Sqm 59.55 277.23 336.79
### 238020 Providing and laying Dense Bituminous concrete on prepared surface
with specified graded stone aggregate for wearing course, mixing of
bitumen, filler & stone aggregate in hot mix plant, transporting the mixed
material and laying with mechanical paver finisher fitted with electronic
sensing device to the required level and grade and rolling with road
rollers, as per specification, to achieve the desired density and
compaction but excluding cost of primer / tack coat

### 2238021 40 mm / 50mm compacted thickness with bitumen of grade 60/70 @

4 6.5% and lime @ 3% by weight of total mix
.
4 Details of cost for 62.29 cum.
Materials
Paving Asphalt 60/70 penetration Tonne 7309 44500.00 8.085 359782.50
Stone Aggregate (Single size) : 12.5 mm nominal size cum 0296 900.00 4.700 4230.00
Stone Aggregate (Single size) : 10 mm nominal size cum 0297 900.00 47.130 42417.00
Stone dust cum 1159 1000.00 39.740 39740.00
0 LS 0 0.00 51.840 0.00
0 LS 0 0.00 39.740 0.00
Dry hydrated lime (factory made) quintal 0777 550.00 44.100 24255.00
0 LS 0 0.00 3.420 0.00
Hire charges of Barber green, drying, mixing and Asphalt Plant, with Day 0008 7000.00 1.000 7000.00
accessories, capacity 30/45 tonne
Hire and running charges of tipper Day 0017 4700.00 3.540 16638.00
Hire and running charges of loader Day 0018 4700.00 1.000 4700.00
Hire charges of Diesel Road Roller - 8 to 10 tonne Day 0003 1000.00 3.390 3390.00
Diesel oil litre 1235 32.92 998.170 32859.76
carriage Lumpsum 9999 1.00 1348.880 0.00
Mobil oil litre 5001 146.25 1.470 214.99
Labour:
Beldar Day 0114 152.00 11 1672.00
Chowkidar Day 0113 158.00 3 474.00
Mistry Day 0130 158.00 1 158.00
Bhisti Day 0101 158.00 3.39 535.62

Page 884
 Chapter-23 : Road Platform Works

RN Item Description Unit Rate Rate Quantity Labour Material Labour &
ee No. code (Rs.) Cost (Rs.) Cost (Rs.) Material Cost
fw (Rs.)
.
2839.62 535227.24
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 28.40 5352.27
2868.02 540579.52
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 430.20 81086.93
Cost of 62.29cum 3298.22 621666.44
Cost of 1 cum cum 52.95 9980.20 10033.15
### 2238022 40 mm / 50mm compacted thickness with bitumen of grade CRMB
4 (Crumb rubber Modified Bitumen) 60 @ 5.5% and lime @ 3% by weight
. of total mix
4
Details of cost for 62.29 cum
Materials
Modified Bitumen Refinery produced CRMB-60 Tonne 7741 60000.00 8.085 485100.00
0 LS 0 0.00 8.085 0.00
Stone Aggregate (Single size) : 12.5 mm nominal size cum 0296 900.00 4.710 4239.00
Stone Aggregate (Single size) : 10 mm nominal size cum 0297 900.00 47.130 42417.00
Stone dust cum 1159 1000.00 39.740 39740.00
0 LS 0 0.00 51.840 0.00
0 LS 0 0.00 39.740 0.00
Dry hydrated lime (factory made) quintal 0777 550.00 44.100 24255.00
0 LS 0 0.00 3.420 0.00
Hire charges of Barber green, drying, mixing and Asphalt Plant, with Day 0008 7000.00 1.000 7000.00
accessories, capacity 30/45 tonne
Hire and running charges of tipper Day 0017 4700.00 3.540 16638.00
Hire and running charges of loader Day 0018 4700.00 1.000 4700.00
Hire charges of Diesel Road Roller - 8 to 10 tonne Day 0003 1000.00 3.390 3390.00
Diesel oil litre 1235 32.92 998.170 32859.76
carriage Lumpsum 9999 1.00 1348.880 0.00
Mobil oil litre 5001 146.25 1.470 214.99
Labour:
Beldar Day 0114 152.00 11 1672.00
Chowkidar Day 0113 158.00 3 474.00
Mistry Day 0130 158.00 1 158.00
Bhisti Day 0101 158.00 3.39 535.62
2839.62 660553.74
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 28.40 6605.54
2868.02 667159.28
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 430.20 100073.89

Page 885
 Chapter-23 : Road Platform Works

RN Item Description Unit Rate Rate Quantity Labour Material Labour &
ee No. code (Rs.) Cost (Rs.) Cost (Rs.) Material Cost
fw (Rs.)
.
Cost of 62.29cum 3298.22 767233.17
Cost of 1 cum cum 52.95 12317.12 12370.07
### 2238023 40 mm /50mm compacted thickness with bitumen of grade PMB-
4 (Polymer Modified Binder -Plastomeric Thermoplastic) - 40 @ 5.5% and
. lime @3% by weight of total mix
4
Details of cost for 62.29 cum
Materials
Bitumen grade PMB - 40 M.T. 0312 60000.00 8.085 485100.00
0 LS 0 0.00 8.085 0.00
Stone Aggregate (Single size) : 12.5 mm nominal size cum 0296 900.00 4.710 4239.00
Stone Aggregate (Single size) : 10 mm nominal size cum 0297 900.00 47.130 42417.00
Stone dust cum 1159 1000.00 39.740 39740.00
0 LS 0 0.00 51.840 0.00
0 LS 0 0.00 39.740 0.00
Dry hydrated lime (factory made) quintal 0777 550.00 44.100 24255.00
0 LS 0 0.00 3.420 0.00
Hire charges of Barber green, drying, mixing and Asphalt Plant, with Day 0008 7000.00 1.000 7000.00
accessories, capacity 30/45 tonne
Hire and running charges of tipper Day 0017 4700.00 3.540 16638.00
Hire and running charges of loader Day 0018 4700.00 1.000 4700.00
Hire charges of Diesel Road Roller - 8 to 10 tonne Day 0003 1000.00 3.390 3390.00
Diesel oil litre 1235 32.92 998.170 32859.76
carriage Lumpsum 9999 1.00 1348.880 0.00
Mobil oil litre 5001 146.25 1.470 214.99
Labour:
Beldar Day 0114 152.00 11 1672.00
Chowkidar Day 0113 158.00 3 474.00
Mistry Day 0130 158.00 1 158.00
Bhisti Day 0101 158.00 3.39 535.62
2839.62 660553.74
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 28.40 6605.54
2868.02 667159.28
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 430.20 100073.89
Cost of 62.29cum 3298.22 767233.17
Cost of 1 cum cum 52.95 12317.12 12370.07
###

Page 886
 Chapter-23 : Road Platform Works

RN Item Description Unit Rate Rate Quantity Labour Material Labour &
ee No. code (Rs.) Cost (Rs.) Cost (Rs.) Material Cost
fw (Rs.)
.
### 238030 Providing and laying bitumen mastic wearing course (as per
specifications) with industrial bitumen of grade 85/25 conforming to IS :
702 prepared by using mastic cooker and laid to required level and slope
including providing antiskid surface with bitumen precoated fine grained
hard stone chipping of approved size at the rate of 0.005 cum per 10
sqm and at approximate spacing of 10cm centre to centre in both
directions, pressed into surface protruding 1mm to 4mm over mastic
surface, including cleaning the surface, removal of debris etc. all
complete. (Considering bitumen using 10.2% as per MORTH
specification)

### 238031 25 mm thick

Details of cost for surface area of 17.40 sqmfor single layer of 25 mm
finished thickness.
Materials
Blown type of petroleum bitumen of penetration 85/25 of approved Tonne 0313 47000.00 0.102 4794.00
quality
0 LS 0 0.00 0.102 0.00
Stone Aggregate (Single size) : 20 mm nominal size cum 0295 900.00 0.020 18.00
Stone Aggregate (Single size) : 12.5 mm nominal size cum 0296 900.00 0.202 181.80
Stone dust cum 1159 1000.00 0.083 83.00
Marble dust powder cum 0784 1200.00 0.174 0.00
Stone Aggregate (Single size) : 10 mm nominal size cum 0297 900.00 0.009 0.00
Blown type of petroleum bitumen of penetration 85/25 of approved Tonne 0313 47000.00 0.000 14.10
quality
0 LS 0 0.00 0.000 0.00
0 LS 0 0.00 0.000 0.00
Diesel oil litre 1235 32.92 100.000 3292.00
Labour:
Skilled Beldar (for floor rubbing etc.) Day 0139 158.00 1.5 237.00
Mistry Day 0130 158.00 0.5 79.00
Sprayer (for bitumen, tar etc.) Day 0138 152.00 3.5 532.00
Skilled Beldar (for floor rubbing etc.) Day 0139 158.00 0.25 39.50
Mate Day 0128 158.00 0.5 79.00
Hire charges of Mastic Cooker Day 0016 700.00 0.5 350.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 153.27 153.27
1469.77 8382.90

Page 887
 Chapter-23 : Road Platform Works

RN Item Description Unit Rate Rate Quantity Labour Material Labour &
ee No. code (Rs.) Cost (Rs.) Cost (Rs.) Material Cost
fw (Rs.)
.
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 14.70 83.83
1484.47 8466.73
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 222.67 1270.01
Cost of 17.40SQM 1707.14 9736.74
Cost of per sqm Sqm 98.11 559.58 657.69
### 238032 40 mm thick
Details of cost for surface area of 10.875 sqm for single layer of 40 mm
finished thickness.
Materials
Blown type of petroleum bitumen of penetration 85/25 of approved Tonne 0313 47000.00 0.102 4794.00
quality
Stone Aggregate (Single size) : 20 mm nominal size cum 0295 900.00 0.020 18.00
Stone Aggregate (Single size) : 12.5 mm nominal size cum 0296 900.00 0.202 181.80
Stone dust cum 1159 1000.00 0.083 83.00
Marble dust powder cum 0784 1200.00 0.174 0.00
Stone Aggregate (Single size) : 10 mm nominal size cum 0297 900.00 0.009 0.00
Blown type of petroleum bitumen of penetration 85/25 of approved Tonne 0313 47000.00 0.000 14.10
quality
Diesel oil litre 1235 32.92 100.000 3292.00
Labour:
Skilled Beldar (for floor rubbing etc.) Day 0139 158.00 1.5 237.00
Mistry Day 0130 158.00 0.5 79.00
Sprayer (for bitumen, tar etc.) Day 0138 152.00 3.5 532.00
Skilled Beldar (for floor rubbing etc.) Day 0139 158.00 0.25 39.50
Mate Day 0128 158.00 0.5 79.00
Hire charges of Mastic Cooker Day 0016 700.00 0.5 350.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 153.27 153.27
1469.77 8382.90
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 14.70 83.83
1484.47 8466.73
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 222.67 1270.01
Cost of 10.875 SQM 1707.14 9736.74
Cost of per sqm Sqm 156.98 895.33 1052.31

Page 888
 Chapter-23 : Road Platform Works

RN Item Description Unit Rate Rate Quantity Labour Material Labour &
ee No. code (Rs.) Cost (Rs.) Cost (Rs.) Material Cost
fw (Rs.)
.
### 238040 Manufacturing supplying and fixing retro reflective sign boards made up
of 2mm thick aluminium sheet, face to be fully covered with high intensity
encapsulated type heat activated retro reflective sheeting conforming to
type - IV of ASTM-D 4956-01 in blue and silver white or other colour
combination including subject matter, message (bi-lingual), symbols and
borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive
backing which shall be activated by applying heat and pressure
conforming to class -2 of ASTM-D-4956-01 and fixing the same with
suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame
of M.S. angle iron of size 25x25x3 mm alongwith theft resistant
measures, mounted and fixed with 2 Nos. M.S. angles of size 35x35x5
mm to a vertical post made up of M.S. Tee section ISMT 50x50x6 mm -
contd. ...

... contd.- welded with base plate of size 100x100x5 mm at the bottom
end and including making holes in pipes, angles flats, providing & fixing
M.S. message plate of required size steel work to be painted with two or
more coats of synthetic enamel paint of required shade and of approved
brand & manufacture over priming coat of zinc chromate yellow primer
(vertical MS-Tee support to be painted in black and white colours).
Backside of aluminium sheet to be painted with two or more coats of
epoxy paint over and including appropriate priming coat including all
leads and lifts etc. complete as per drawing, specification and direction
of Engineer-in-charge. (Note : Concreting for fixing may be done as per
site requirement and paid for separately)

### 238041 Cautionary/warning sign boards of equilateral triangular shape having

each side of 900mm with support length of 3650mm

Materials
Aluminium Strip 40 mm wide and 2 mm thick Kg 2704 190.00 2.180 414.20
High intensity retro-reflective sheet Sqm 8690 1400.00 0.550 770.00
Rate as per item 10.2 of steel work kg 46.35 21.050 975.67
Labour:
Mate Day 0128 158.00 0.01 1.58
Beldar Day 0114 152.00 0.25 38.00
Cost of materials for drilling holes nuts bolts etc Lumpsum 9999 1.00 65 65.00

Page 889
 Chapter-23 : Road Platform Works

RN Item Description Unit Rate Rate Quantity Labour Material Labour &
ee No. code (Rs.) Cost (Rs.) Cost (Rs.) Material Cost
fw (Rs.)
.
Rate as per item 13.6.1 finishing sqm 33.25 1.036 34.45
Rate as per item 13.52.1 painting epoxy paint sqm 75.25 0.35 26.34
Sundries (no rates reqd.) Lumpsum 9999 1.00 65 65.00
230.36 1184.20
Add for water charges @1% except A Lumpsum 9997 0.01 2.30 11.84
232.67 1196.04
Add for contractor profit @ 15% except A Lumpsum 9998 0.15 34.90 179.41
1375.45
Cost of one board Each 267.57 2351.12 2618.68
### 238050 Providing and applying 2.5mm thick road marking strips (retro-reflective)
of specified shade/ colour using hot thermoplastic material by fully/ semi
automatic thermoplastic paint applicator machine fitted with profile shoe,
glass beads dispenser, propane tank heater and profile shoe heater,
driven by experienced operator on road surface including cost of
material, labour, T&P, cleaning the road surface of all dirt, seals, oil,
grease and foreign material etc. complete as per direction of Engineer-
in-charge and in accordance with applicable specifications

Details of cost for 100 sqm (Area covered on one day)

Materials
Thermoplastic paint Kg 8687 63.00 525.000 33075.00
Glass beads Kg 8688 71.00 25.000 1775.00
Labour:
Hire charges of Paint applicator per Day 0033 980.00 1 980.00
Hire charges of Diesel Truck - 9 tonne Day 0005 2000.00 1 2000.00
Commercial LPG in cylinder. Kg 1241 53.55 71.06 3805.26
Operator (Special Pile machine) Day 0157 168.00 1 168.00
Skilled Beldar (for floor rubbing etc.) Day 0139 158.00 4 632.00
Beldar Day 0114 152.00 4.2 638.40
Sundries (no rates reqd.) Lumpsum 9999 1.00 4.2 4.20
8227.86 34850.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 82.28 348.50
8310.14 35198.50
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 1246.52 5279.78
Cost for 100 sqm 9556.66 40478.28
Cost of 1 sqm Sqm 95.57 404.78 500.35

Page 890
 Chapter-23 : Road Platform Works

RN Item Description Unit Rate Rate Quantity Labour Material Labour &
ee No. code (Rs.) Cost (Rs.) Cost (Rs.) Material Cost
fw (Rs.)
.
238060 Providing and fixing of raised pavement markers made of polycarbonate
moulded body and reflective panels with micro prismatic lens made of
polycarbonate with abrasion resistant coating. The length, weight and
width of body shall not exceed 95 mm, 18mm and 105mm respectively.
The lower surface of the RPM shall be supported with two nylon shanks,
each of length not less than 25mm. Fixed to the road by using twin nylon
shanks using bituminous adhesive on bitumen roads or without nylon
shanks with epoxy resin adhesive on concrete roads as per directions of
Engineer Incharge. The RPM should conform to the quality standards as
laid down in IR Standard Specifications

Material
Raised Pavement marker with shanks Each 8839 450.00 1 450.00
Bitumen adhesive or epoxy resin adhesive LS 9999 1.00 50.000 50.00
Labour
Mason Ist class Day 123 157.50 0.100 15.75
Beldar Day 114 135.25 0.200 27.05
Sundries LS 9999 1.00 5.000 5.00
47.80 500.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.48 5.00
48.28 505.00
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 7.24 75.75
Cost of Each Each 55.52 580.75 636.27

Page 891
 Chapter-23 : Road Platform Works

Remarks

Page 892
 Chapter-23 : Road Platform Works

Remarks

Page 893
 Chapter-23 : Road Platform Works

Remarks

A
A

Page 894
 Chapter-23 : Road Platform Works

Remarks

A
A

Page 895
 Chapter-2 : Carriage Of Materials

CHAPTER - 2 : CARRIAGE OF MATERIALS

Item No. Description Unit Rate Rate Quantity Labour

Code (Rs.) Cost (Rs.)

021010 Loading/Unloading F.P.S. / Modular bricks including 1000 nos.

manual lead upto 50m and stacking properly into/from
trucks, trailors or wagons.

Beldar Day 0114 152 2.000 304.00

Sundries (no rates reqd.) Lumpsum 9999 1 4.060 4.06
308.06
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 3.08
311.14
Add for Contractor’s Profit and Overheads @ 15% (no Lumpsum 9998 0.15 46.67
rates reqd.)
Total cost for 1000 nos. 1000 nos. 357.81
021020 Leading bricks FPS / Modular upto 50m including 1000 nos.
picking up
Coolie Day 0115 152 3.000 456.00
Sundries (no rates reqd.) Lumpsum 9999 1 6.050 6.05
462.05
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 4.62
466.67
Add for Contractor’s Profit and Overheads @ 15% (no Lumpsum 9998 0.15 70.00
rates reqd.)
Total cost for 1000 nos. 1000 nos. 536.67
021021 Additional lead for every subsequent 50m or part 1000 nos.
thereof over 50m and upto 500m over item 021020.

Coolie Day 0115 152 0.500 76.00

Sundries (no rates reqd.) Lumpsum 9999 1 0.060 0.06
76.06

Page 896
 Chapter-2 : Carriage Of Materials

Item No. Description Unit Rate Rate Quantity Labour

Code (Rs.) Cost (Rs.)

Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.76
76.82
Add for Contractor’s Profit and Overheads @ 15% (no Lumpsum 9998 0.15 11.52
rates reqd.)
Total cost for 1000 nos. 1000 nos. 88.34
021030 Leading bricks FPS / Modular by truck, trailor, etc. for 1000 nos.
lead upto 10 km. Lead under this item is payable when
the same exceeds 500 M.
Details of cost per 24000 bricks
Considering 4 T rips per day,each trip carries 3000
bricks
Hire charges of Diesel Truck - 9 tonne Day 0005 2000 1.000 2000.00
Sundries (no rates reqd.) Lumpsum 9999 1 30.240 30.24
2030.24
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 20.30
2050.54
Add for Contractor’s Profit and Overheads @ 15% (no Lumpsum 9998 0.15 307.58
rates reqd.)
cost per 12000 bricks 2358.12
Total cost for 1000 nos. 1000 nos. 196.51
021040 Loading/Unloading stone sets of different sizes
including lead upto 50m and stacking properly into/from
trucks, trailors or wagons
Beldar Day 0114 152 2.000 304.00
Sundries (no rates reqd.) Lumpsum 9999 1 4.050 4.05
308.05
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 3.08
311.13

Page 897
 Chapter-2 : Carriage Of Materials

Item No. Description Unit Rate Rate Quantity Labour

Code (Rs.) Cost (Rs.)

Add for Contractor’s Profit and Overheads @ 15% (no Lumpsum 9998 0.15 46.67
rates reqd.)
cost per cum Cum 357.80
021050 Leading stone setts of different size upto 50m including
picking up and stacking
Mate Day 0125 158 1.000 158.00
Beldar Day 0114 152 1.500 228.00
Sundries (no rates reqd.) Lumpsum 9999 1 4.050 3.50
389.50
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 3.90
393.40
Add for Contractor’s Profit and Overheads @ 15% (no Lumpsum 9998 0.15 59.01
rates reqd.)
cost per cum Cum 452.40
021051 Additional lead for every subsequent 50m or part
thereof over 50m and upto 500m over item 021050

Mate Day 0128 158 0.005 0.79

Beldar Day 0114 152 0.500 76.00
Sundries (no rates reqd.) Lumpsum 9999 1 4.050 0.70
77.49
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.77
78.26
Add for Contractor’s Profit and Overheads @ 15% (no Lumpsum 9998 0.15 11.74
rates reqd.)
cost per cum Cum 90.00
021060 Leading stone setts by trucks, trailer, etc. for lead upto
10 km. Note : Lead under this item is payable when
the same exceeds 500 M.

Page 898
 Chapter-2 : Carriage Of Materials

Item No. Description Unit Rate Rate Quantity Labour

Code (Rs.) Cost (Rs.)

Details of cost per day

Considering 4 T rips per day,each trip carries 6
cum.Total volume carried 24cum
Hire charges of Diesel Truck - 9 tonne Day 0005 2000 1.000 2000.00
Sundries (no rates reqd.) Lumpsum 9999 1 30.240 30.24
2030.24
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 20.30
2050.54
Add for Contractor’s Profit and Overheads @ 15% (no Lumpsum 9998 0.15 307.58
rates reqd.)
cost per 24 cum 2358.12
Total cost per cum Cum 98.26
021070 Loading/Unloading ballast, kankar, brickbats, stone-
chips, shingle, stone boulders, block kankar, pitching
stones, rubble stones, laterite, coal, surkhi, dry mortar,
sand, moorum, earth, manure or sludge, ashes, lime
etc., including lead up to 50m and stacking into/from
trucks, trailors or wagons
Coolie Day 0115 152 0.200 30.40
Sundries (no rates reqd.) Lumpsum 9999 1 2.500 2.50
32.90
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.33
33.23
Add for Contractor’s Profit and Overheads @ 15% (no Lumpsum 9998 0.15 4.98
rates reqd.)
cost per cum Cum 38.21

Page 899
 Chapter-2 : Carriage Of Materials

Item No. Description Unit Rate Rate Quantity Labour

Code (Rs.) Cost (Rs.)

021080 Leading ballast, kankar, surkhi, lime, sand, ashes,

stone-chips, pitching, stone, boulders, soling, stone,
rubblestone, brickbats, shingle, dry mortar, laterite or
similar materials including picking up and stacking, lead
upto 50m
Coolie Day 0115 152 0.500 76.00
Sundries (no rates reqd.) Lumpsum 9999 1 1.350 1.35
77.35
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.77
78.12
Add for Contractor’s Profit and Overheads @ 15% (no Lumpsum 9998 0.15 11.72
rates reqd.)
cost per cum Cum 89.84
021081 Additional lead for every subsequent 50m or part
thereof, over 50m and upto 500m over item no. 021080

Coolie Day 0115 152 0.125 19.00

Sundries (no rates reqd.) Lumpsum 9999 1 0.270 0.27
19.27
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.19
19.46
Add for Contractor’s Profit and Overheads @ 15% (no Lumpsum 9998 0.15 2.92
rates reqd.)
cost per cum Cum 22.38

Page 900
 Chapter-2 : Carriage Of Materials

Item No. Description Unit Rate Rate Quantity Labour

Code (Rs.) Cost (Rs.)

021090 Leading ballast, kankar, brickbats, stone-chips, shingle,

stone boulders, block kankar, pitching stones , rubble
stones, laterite, coal, surkhi, dry mortar, sand, moorum,
earth, manure or sludge, ashes, lime, debris, muck,
malba, etc.. for lead upto 25 km. Note : Lead under this
item is payable when the same exceeds 500 M.

Details of cost per day

Considering 4 T rips per day,each trip carries 6
cum.Total volume carried 24cum
Hire charges of Diesel Truck - 9 tonne Day 0005 2000 1.000 2000.00
Sundries (no rates reqd.) Lumpsum 9999 1 30.240 30.24
2030.24
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 20.30
2050.54
Add for Contractor’s Profit and Overheads @ 15% (no Lumpsum 9998 0.15 307.58
rates reqd.)
cost per 24 cum 2358.12
Total cost per cum for 25 km Cum 98.26
021100 Loading/Unloading cement in bags, coal-tar, asphalt, MT
paint etc. including lead upto 50m and stacking
properly into/from trucks, trailors or wagons.
Mate Day 0128 158 0.010 1.58
Beldar Day 0114 152 0.150 22.80
Sundries (no rates reqd.) Lumpsum 9999 1 2.050 2.05
26.43
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.26
26.69

Page 901
 Chapter-2 : Carriage Of Materials

Item No. Description Unit Rate Rate Quantity Labour

Code (Rs.) Cost (Rs.)

Add for Contractor’s Profit and Overheads @ 15% (no Lumpsum 9998 0.15 4.00
rates reqd.)
cost per MT MT 30.70
021110 Leading cement in bags, coal-tar, asphalt, paint,
including picking up and stacking, lead upto 50m
Mate Day 0141 158 0.100 15.80
Coolie Day 0115 152 0.350 53.20
Sundries (no rates reqd.) Lumpsum 9999 1 4.050 4.05
73.05
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.73
73.78
Add for Contractor’s Profit and Overheads @ 15% (no Lumpsum 9998 0.15 11.07
rates reqd.)
cost per MT MT 84.85
021111 Additional lead for every subsequent 50m or part
thereof, over 50m and upto 500m over item no. 021110

Coolie Day 0115 152 0.100 15.20

Sundries (no rates reqd.) Lumpsum 9999 1 4.050 4.05
19.25
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.19
19.44
Add for Contractor’s Profit and Overheads @ 15% (no Lumpsum 9998 0.15 2.92
rates reqd.)
cost per MT MT 22.36
021120 Leading cement in bags, coal-tar, asphalt, paint, by
truck, trailor etc. for lead upto 10 km. Note : Lead under
this item is payable when the same exceeds 500m.

Page 902
 Chapter-2 : Carriage Of Materials

Item No. Description Unit Rate Rate Quantity Labour

Code (Rs.) Cost (Rs.)

Details of cost per day

Considering 2 T rips per day,each trip carries 200 bags
of cement=10 MT
Hire charges of Diesel Truck - 9 tonne Day 0005 2000 1.000 2000.00
Sundries (no rates reqd.) Lumpsum 9999 1 30.240 30.24
2030.24
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 20.30
2050.54
Add for Contractor’s Profit and Overheads @ 15% (no Lumpsum 9998 0.15 307.58
rates reqd.)
cost of 2 trips 2358.12
cost per MT per KM MT/Km 117.91
021121 Additional lead for every subsequent km or part
thereof, over 10 km and upto 100 km.
Hire charges of Diesel Truck - 9 tonne Day 0005 2000 0.330 660.00
Sundries (no rates reqd.) Lumpsum 9999 1 20.200 20.20
680.20
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 6.80
687.00
Add for Contractor’s Profit and Overheads @ 15% (no Lumpsum 9998 0.15 103.05
rates reqd.)
790.05
cost per MT per KM MT/Km 9.88
021122 Additional lead for every subsequent km or part
thereof, over 100 km and upto 400 km.
Hire charges of Diesel Truck - 9 tonne Day 0005 2000 0.200 400.00
Sundries (no rates reqd.) Lumpsum 9999 1 30.240 30.24
430.24
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 4.30

Page 903
 Chapter-2 : Carriage Of Materials

Item No. Description Unit Rate Rate Quantity Labour

Code (Rs.) Cost (Rs.)

434.54
Add for Contractor’s Profit and Overheads @ 15% (no Lumpsum 9998 0.15 65.18
rates reqd.)
499.72
cost per MT per KM MT/Km 6.25
021123 Additional lead for every subsequent km or part
thereof, over 400 km and upto 1000 km.
Hire charges of Diesel Truck - 9 tonne Day 0005 2000 0.200 400.00
Sundries (no rates reqd.) Lumpsum 9999 1 5.500 5.50
405.50
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 4.06
409.56
Add for Contractor’s Profit and Overheads @ 15% (no Lumpsum 9998 0.15 61.43
rates reqd.)
470.99
Cost per MT per KM MT/Km 5.89
021130 Loading/Unloading G.I. sheets, rails, joists, built up
sections, angles, C.I., Ductile pipes, A.C Pipes, or G.I.
pipes RCC/PCC beams / slabs and other
miscellaneous ironwork or wood work including lead
upto 50m and stacking properly into/from trucks, trailors
or wagons.
021131 Individual length upto 3.5 M
Mate Day 0128 158 0.100 15.80
Beldar Day 0114 152 0.400 60.80
Sundries (no rates reqd.) Lumpsum 9999 1 5.590 5.59
82.19
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.82
83.01

Page 904
 Chapter-2 : Carriage Of Materials

Item No. Description Unit Rate Rate Quantity Labour

Code (Rs.) Cost (Rs.)

Add for Contractor’s Profit and Overheads @ 15% (no Lumpsum 9998 0.15 12.45
rates reqd.)
Cost per MT MT 95.46
021132 Individual length more than 3.5 M
Mate Day 0128 158 0.100 15.80
Beldar Day 0114 152 0.450 68.40
Sundries (no rates reqd.) Lumpsum 9999 1 5.590 5.59
89.79
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.90
90.69
Add for Contractor’s Profit and Overheads @ 15% (no Lumpsum 9998 0.15 13.60
rates reqd.)
cost per MT MT 104.29
021140 Leading miscellaneous materials such as iron work,
rails, fitting & fastenings, pipes, wooden logs, stones
over pitching stone size, RCC/PCC beams / slabs etc
and all similar articles (each individual article or bundle
being not more than 3.5 metres long in the longest
direction) including picking up unloading and stacking,
lead upto 50m.

Details of cost for 10 MT

Mate Day 0128 158 0.100 15.80
Beldar Day 0114 152 5.000 760.00
Sundries (no rates reqd.) Lumpsum 9999 1 14.200 14.20
790.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 7.90
797.90
Add for Contractor’s Profit and Overheads @ 15% (no Lumpsum 9998 0.15 119.68
rates reqd.)

Page 905
 Chapter-2 : Carriage Of Materials

Item No. Description Unit Rate Rate Quantity Labour

Code (Rs.) Cost (Rs.)

Cost for 10 MT 917.58

cost per MT MT 91.76
021141 Additional lead for every subsequent 50m or part
thereof, over 50m and upto 500m over item no.
021140.
Details of cost for 10 MT
Mate Day 0128 158 0.100 15.80
Beldar Day 0114 152 1.300 197.60
Sundries (no rates reqd.) Lumpsum 9999 1 5.600 5.60
219.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 2.19
221.19
Add for Contractor’s Profit and Overheads @ 15% (no Lumpsum 9998 0.15 33.18
rates reqd.)
Cost for 10 MT 254.37
cost per MT MT 25.44
021150 Leading miscellaneous materials such as iron work,
rails, fittings & fastenings, pipes, wooden logs, stones
over pitching stone size, RCC/PCC beams / slabs etc.
and all similar articles (each individual article or bundle
being not more than 3.5 metres long in the longest
direction) including all loading, unloading and stacking,
lead over 500m and upto 10 km. Note : Lead under
this item is payable when the same exceeds 500m.

Details of cost per day for 10 KM

Hire charges of Diesel Truck - 9 tonne Day 0005 2000 0.750 1500.00
Sundries (no rates reqd.) Lumpsum 9999 1 30.240 30.24
1530.24

Page 906
 Chapter-2 : Carriage Of Materials

Item No. Description Unit Rate Rate Quantity Labour

Code (Rs.) Cost (Rs.)

Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 15.30
1545.54
Add for Contractor’s Profit and Overheads @ 15% (no Lumpsum 9998 0.15 231.83
rates reqd.)
Cost for 10 MT 1777.37
cost per MT MT 177.74
021151 Additional lead for every subsequent km or part
thereof, over 10 km and upto 100 km over item no.
021150.
Hire charges of Diesel Truck - 9 tonne Day 0005 2000 0.330 660.00
Sundries (no rates reqd.) Lumpsum 9999 1 30.240 30.24
690.24
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 6.90
697.14
Add for Contractor’s Profit and Overheads @ 15% (no Lumpsum 9998 0.15 104.57
rates reqd.)
Cost for 10 MT 801.71
cost per MT per KM MT/Km 8.02
021152 Additional lead for every subsequent km or part
thereof, over 100 km and upto 400 km over item no.
021150 & 021151
Hire charges of Diesel Truck - 9 tonne Day 0005 2000 0.300 600.00
Sundries (no rates reqd.) Lumpsum 9999 1 30.240 30.24
630.24
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 6.30
636.54
Add for Contractor’s Profit and Overheads @ 15% (no Lumpsum 9998 0.15 95.48
rates reqd.)
Cost for 10 MT 732.02

Page 907
 Chapter-2 : Carriage Of Materials

Item No. Description Unit Rate Rate Quantity Labour

Code (Rs.) Cost (Rs.)

cost per MT per KM MT/Km 7.32

021153 Additional lead for every subsequent km or part thereof,
over 400 km and upto 1000 km over item nos. 021150,
021151 & 021152
Hire charges of Diesel Truck - 9 tonne Day 0005 2000 0.250 500.00
Sundries (no rates reqd.) Lumpsum 9999 1 30.240 30.24
530.24
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 5.30
535.54
Add for Contractor’s Profit and Overheads @ 15% (no Lumpsum 9998 0.15 80.33
rates reqd.)
Cost for 10 MT 615.87
cost per MT per KM MT/Km 6.16
021160 Leading miscellaneous materials such as iron work, MT
rail, pipes, wooden logs, stones over pitching stone
size, RCC/PCC beams / slabs etc. and all similar
articles (each individual article or bundle being more
than 3.5 metres long in the longest direction) including
picking up and stacking, lead upto 50m.
Details of cost for 10 MT
Mate Day 0128 158 0.100 15.80
Beldar Day 0114 152 5.000 760.00
Sundries (no rates reqd.) Lumpsum 9999 1 28.400 28.40
804.20
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 8.04
812.24
Add for Contractor’s Profit and Overheads @ 15% (no Lumpsum 9998 0.15 121.84
rates reqd.)
Cost for 10 MT 934.08

Page 908
 Chapter-2 : Carriage Of Materials

Item No. Description Unit Rate Rate Quantity Labour

Code (Rs.) Cost (Rs.)

cost per MT MT 93.41

021161 Additional lead for every subsequent 50m or part
thereof, over 50m and upto 500m over item no.
021160
Details of cost for 10 MT
Mate Day 0128 158 0.100 15.80
Beldar Day 0114 152 1.500 228.00
Sundries (no rates reqd.) Lumpsum 9999 1 2.840 2.84
246.64
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 2.47
249.11
Add for Contractor’s Profit and Overheads @ 15% (no Lumpsum 9998 0.15 37.37
rates reqd.)
Cost for 10 MT 286.47
cost per MT MT 28.65
021170 Leading miscellaneous materials such as iron work,
rails, pipes, wooden logs, stones over pitching stone
size, RCC/PCC beams / slabs etc. and all similar
articles (each individual article or bundle being more
than 3.5 m long in the longest direction) by truck, trailor
etc. including all loading, unloading and stacking, lead
over 500m and upto 10 km. Note : Lead under this item
is payable when the same exceeds 500m.

Details of cost per day for 10 KM

Hire charges of Diesel Truck - 9 tonne Day 0005 2000 0.800 1600.00
Sundries (no rates reqd.) Lumpsum 9999 1 36.290 36.29
1636.29
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 16.36

Page 909
 Chapter-2 : Carriage Of Materials

Item No. Description Unit Rate Rate Quantity Labour

Code (Rs.) Cost (Rs.)

1652.65
Add for Contractor’s Profit and Overheads @ 15% (no Lumpsum 9998 0.15 247.90
rates reqd.)
Cost for 10 MT 1900.55
cost per MT MT 190.06
021171 Additional lead for every subsequent km or part
thereof, over 10 km and upto 100 km over item no.
021170
Hire charges of Diesel Truck - 9 tonne Day 0005 2000 0.400 800.00
Sundries (no rates reqd.) Lumpsum 9999 1 3.600 3.60
803.60
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 8.04
811.64
Add for Contractor’s Profit and Overheads @ 15% (no Lumpsum 9998 0.15 121.75
rates reqd.)
933.38
cost per MT per KM MT/Km 9.33
021172 Additional lead for every subsequent km or part
thereof, over 100 km and upto 400 km over item nos.
021170 & 021171
Hire charges of Diesel Truck - 9 tonne Day 0005 2000 0.300 600.00
Sundries (no rates reqd.) Lumpsum 9999 1 3.600 3.60
603.60
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 6.04
609.64
Add for Contractor’s Profit and Overheads @ 15% (no Lumpsum 9998 0.15 91.45
rates reqd.)
701.08
cost per MT per KM MT/Km 7.01

Page 910
 Chapter-2 : Carriage Of Materials

Item No. Description Unit Rate Rate Quantity Labour

Code (Rs.) Cost (Rs.)

021173 Additional lead for every subsequent km or part

thereof, over 400 km and upto 1000 km over item nos.
021170, 021171 & 021172
Hire charges of Diesel Truck - 9 tonne Day 0005 2000 0.270 540.00
Sundries (no rates reqd.) Lumpsum 9999 1 3.600 3.60
543.60
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 5.44
549.04
Add for Contractor’s Profit and Overheads @ 15% (no Lumpsum 9998 0.15 82.36
rates reqd.)
631.39
cost per MT per KM MT/Km 6.31
021180 Loading/Unloading wooden sleepers (BG/MG/NG ) of
all varieties, new and serviceable, including lead upto
50m and stacking properly into/from trucks, trailors or
wagons
Details of cost for 10 MT
Mate Day 0128 158 0.100 15.80
Beldar Day 0114 152 1.500 228.00
Sundries (no rates reqd.) Lumpsum 9999 1 1.400 1.40
245.20
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 2.45
247.65
Add for Contractor’s Profit and Overheads @ 15% (no Lumpsum 9998 0.15 37.15
rates reqd.)
Cost for 10 MT 284.80
cost per MT MT 28.48
021190 Leading (BG/MG/NG) wooden sleepers including
picking up and stacking, lead upto 50m.

Page 911
 Chapter-2 : Carriage Of Materials

Item No. Description Unit Rate Rate Quantity Labour

Code (Rs.) Cost (Rs.)

Details of cost for 10 MT

Mate Day 0128 158 0.100 15.80
Beldar Day 0114 152 5.000 760.00
Sundries (no rates reqd.) Lumpsum 9999 1 2.840 2.84
778.64
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 7.79
786.43
Add for Contractor’s Profit and Overheads @ 15% (no Lumpsum 9998 0.15 117.96
rates reqd.)
Cost for 10 MT 904.39
cost per MT MT 90.44
021191 Additional lead to for every subsequent 50m or part
thereof, over 50m and upto 500m over item no. 021190

Details of cost for 10 MT

Mate Day 0128 158 0.100 15.80
Beldar Day 0114 152 1.000 152.00
Sundries (no rates reqd.) Lumpsum 9999 1 0.284 0.28
168.08
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 1.68
169.76
Add for Contractor’s Profit and Overheads @ 15% (no Lumpsum 9998 0.15 25.46
rates reqd.)
Cost for 10 MT 195.23
cost per MT MT 19.52
021200 Leading (BG/MG/NG) wooden sleepers/ wooden scrap
by truck trailor, etc. including loading, unloading and
stacking for lead upto 10 km. Note : Lead under this
item is payable when the same exceeds 500 M.

Page 912
 Chapter-2 : Carriage Of Materials

Item No. Description Unit Rate Rate Quantity Labour

Code (Rs.) Cost (Rs.)

Details of cost for 10 MT

Mate Day 0128 158 0.200 31.60
Beldar Day 0114 152 2.400 364.80
Hire charges of Diesel Truck - 9 tonne Day 0005 2000 0.250 500.00
Sundries (no rates reqd.) Lumpsum 9999 1 20.200 20.20
916.60
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 9.17
925.77
Add for Contractor’s Profit and Overheads @ 15% (no Lumpsum 9998 0.15 138.86
rates reqd.)
Cost for 10 MT 1064.63
Cost per MT MT 106.46
021201 Additional lead for every subsequent km or part
thereof, over 10 km and upto 100 km over item no.
021200
Hire charges of Diesel Truck - 9 tonne Day 0005 2000 0.350 700.00
Sundries (no rates reqd.) Lumpsum 9999 1 5.200 5.20
705.20
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 7.05
712.25
Add for Contractor’s Profit and Overheads @ 15% (no Lumpsum 9998 0.15 106.84
rates reqd.)
cost for 10 MT 819.09
Cost per MT per KM MT/Km 8.19
021202 Additional lead for every subsequent km or part
thereof, over 100 km and upto 400 km over item no.
021200 & 021201
Hire charges of Diesel Truck - 9 tonne Day 0005 2000 0.300 600.00
Sundries (no rates reqd.) Lumpsum 9999 1 2.520 2.52

Page 913
 Chapter-2 : Carriage Of Materials

Item No. Description Unit Rate Rate Quantity Labour

Code (Rs.) Cost (Rs.)

610.71
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 6.11
616.82
Add for Contractor’s Profit and Overheads @ 15% (no Lumpsum 9998 0.15 92.52
rates reqd.)
cost for 10 MT 709.34
cost per MT per KM MT/Km 7.09
021203 Additional lead for every subsequent km or part
thereof, over 400 km and upto 1000 km over item no.
021200, 021201 & 021202
Hire charges of Diesel Truck - 9 tonne Day 0005 2000 0.250 500.00
Sundries (no rates reqd.) Lumpsum 9999 1 2.520 2.52
509.61
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 5.10
514.71
Add for Contractor’s Profit and Overheads @ 15% (no Lumpsum 9998 0.15 77.21
rates reqd.)
cost for 10 MT 591.92
cost per MT per KM MT/Km 5.92

021210 Loading/Unloading wooden sleepers scrap

(BG/MG/NG) into/from tracks, trailors or wagons
including
Details of lead
cost upto 50m.
for 10 MT
Mate Day 0128 158 0.100 15.80
Beldar Day 0114 152 2.000 304.00
Sundries (no rates reqd.) Lumpsum 9999 1 5.200 5.20
325.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 3.25
328.25

Page 914
 Chapter-2 : Carriage Of Materials

Item No. Description Unit Rate Rate Quantity Labour

Code (Rs.) Cost (Rs.)

Add for Contractor’s Profit and Overheads @ 15% (no Lumpsum 9998 0.15 49.24
rates reqd.)
Cost for 10 MT 377.49
cost per MT MT 37.75
021220 Loading/Unloading ballies of all varieties including lead
upto 50m and stacking into/from wagons, trailors or
021221 trucks
Upto 7m: long.
Details of cost for 100nos
Mate Day 0128 158 0.100 15.80
Beldar Day 0114 152 0.800 121.60
Sundries (no rates reqd.) Lumpsum 9999 1 4.080 4.08
141.48
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 1.41
142.89
Add for Contractor’s Profit and Overheads @ 15% (no Lumpsum 9998 0.15 21.43
rates reqd.)
Cost for 100 nos 100 no. 164.33
021222 Over 7 m & Upto 10m long.
Details of cost for 100nos
Mate Day 0128 158 0.100 15.80
Beldar Day 0114 152 1.000 152.00
Sundries (no rates reqd.) Lumpsum 9999 1 5.540 5.54
173.34
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 1.73
175.07
Add for Contractor’s Profit and Overheads @ 15% (no Lumpsum 9998 0.15 26.26
rates reqd.)
Cost for 100 nos 100 no. 201.33

Page 915
 Chapter-2 : Carriage Of Materials

Item No. Description Unit Rate Rate Quantity Labour

Code (Rs.) Cost (Rs.)

021230 Leading ballies upto 7m long, including loading,

unloading and stacking, lead upto 50m.
Details of cost for 100nos
Beldar Day 0114 152 2.000 304.00
Sundries (no rates reqd.) Lumpsum 9999 1 4.080 4.08
308.08
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 3.08
311.16
Add for Contractor’s Profit and Overheads @ 15% (no Lumpsum 9998 0.15 46.67
rates reqd.)
Cost for 100 nos 100 no. 357.83
021231 Additional lead for every subsequent 50m or part
thereof, over 50m and upto 500m over item no.
021230.
Details of cost for 100nos
Beldar Day 0114 152 0.450 68.40
Sundries (no rates reqd.) Lumpsum 9999 1 4.080 4.08
72.48
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.72
73.20
Add for Contractor’s Profit and Overheads @ 15% (no Lumpsum 9998 0.15 10.98
rates reqd.)
Cost for 100 nos 100 no. 84.19
021240 Leading ballies over 7 M & upto 10m long, including
loading, unloading and stacking, lead upto 50m.
Details of cost for 100nos
Beldar Day 0114 152 3.000 456.00
Sundries (no rates reqd.) Lumpsum 9999 1 4.080 4.08
460.08

Page 916
 Chapter-2 : Carriage Of Materials

Item No. Description Unit Rate Rate Quantity Labour

Code (Rs.) Cost (Rs.)

Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 4.60
464.68
Add for Contractor’s Profit and Overheads @ 15% (no Lumpsum 9998 0.15 69.70
rates reqd.)
Cost for 100 nos 100 no. 534.38
021241 Additional lead for every subsequent 50m or part
thereof, over 50m and upto 500m over item no.
021240.
Details of cost for 100nos
Beldar Day 0114 152 0.500 76.00
Sundries (no rates reqd.) Lumpsum 9999 1 4.080 4.08
80.08
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.80
80.88
Add for Contractor’s Profit and Overheads @ 15% (no Lumpsum 9998 0.15 12.13
rates reqd.)
Cost for 100 nos 100 no. 93.01
021250 Leading ballies over 7m & upto 10m long by truck,
trailor, including loading, unloading and stacking for
lead upto 10 km. Note : Lead under this item is payable
when the same exceeds 500 M.
Details of cost for 100nos
Mate Day 0128 158 0.050 7.90
Beldar Day 0114 152 2.000 304.00
Hire charges of Diesel Truck - 9 tonne Day 0005 2000 0.050 100.00
Sundries (no rates reqd.) Lumpsum 9999 1 3.800 3.80
415.70
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 4.16
419.86

Page 917
 Chapter-2 : Carriage Of Materials

Item No. Description Unit Rate Rate Quantity Labour

Code (Rs.) Cost (Rs.)

Add for Contractor’s Profit and Overheads @ 15% (no Lumpsum 9998 0.15 62.98
rates reqd.)
cost for 100 nos 100 no. 482.84
021260 Loading/Unloading hume pipes with or without collars
of all types including lead upto 50m and stacking
into/from wagons, trailors or trucks.
Details of cost for 1 MT
Mate Day 0128 158 0.100 15.80
Beldar Day 0114 152 2.000 304.00
Sundries (no rates reqd.) Lumpsum 9999 1 4.600 4.60
324.40
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 3.24
327.64
Add for Contractor’s Profit and Overheads @ 15% (no Lumpsum 9998 0.15 49.15
rates reqd.)
Cost for 1 MT 376.79
cost per MT MT 376.79
021270 Leading hume pipes with or without collars, by truck,
trailor, etc. including loading, unloading and stacking,
for lead upto 10 km. Note : (i) Lead under this item is
payable when the same exceeds 500 M.
Details of cost for 10 MT
Mate Day 0128 158 0.100 15.80
Beldar Day 0114 152 2.000 304.00
Hire charges of Diesel Truck - 9 tonne Day 0005 2000 0.400 800.00
Sundries (no rates reqd.) Lumpsum 9999 1 4.600 4.60
1124.40
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 11.24
1135.64

Page 918
 Chapter-2 : Carriage Of Materials

Item No. Description Unit Rate Rate Quantity Labour

Code (Rs.) Cost (Rs.)

Add for Contractor’s Profit and Overheads @ 15% (no Lumpsum 9998 0.15 170.35
rates reqd.)
Cost for 10 MT 1305.99
cost per MT MT 130.60
021280 Loading/Unloading into wagons, trailors or trucks light
articles such as wooden or steel almirahs, tables,
chairs, machinery and other miscellaneous articles,
each weighing less then 1/2 quintal, including lead upto
Detail of cost of 40 units
Mate Day 0128 158 0.050 7.90
Beldar Day 0114 152 3.000 456.00
Sundries (no rates reqd.) Lumpsum 9999 1 4.600 4.60
468.50
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 4.69
473.19
Add for Contractor’s Profit and Overheads @ 15% (no Lumpsum 9998 0.15 70.98
rates reqd.)
Cost of 40 units 544.16
cost of each Each 13.60
021290 Leading light articles such as wooden or steel almirahs,
tables, chairs and other miscellaneous articles,
machinery etc. each weighing less than 1/2 quintal,
including loading unloading and stacking, lead upto 10
km. Lead under this item is payable when the same
exceeds 500 M.
Detail of cost of 40 units
Mate Day 0128 158 0.100 15.80
Beldar Day 0114 152 2.000 304.00
Hire charges of Diesel Truck - 9 tonne Day 0005 2000 0.250 500.00
Sundries (no rates reqd.) Lumpsum 9999 1 8.600 8.60
Page 919
 Chapter-2 : Carriage Of Materials

Item No. Description Unit Rate Rate Quantity Labour

Code (Rs.) Cost (Rs.)

828.40
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 8.28
836.68
Add for Contractor’s Profit and Overheads @ 15% (no Lumpsum 9998 0.15 125.50
rates reqd.)
Cost of 40 units 962.19
cost of each Each 24.05
021291 Additional lead for every subsequent km or part thereof,
over 10 km and upto 100 km over item no. 021290.

Quantity taken 100 items

Hire charges of Diesel Truck - 9 tonne Day 0005 2000 0.100 200.00
Sundries (no rates reqd.) Lumpsum 9999 1 4.600 4.60
204.60
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 2.05
206.65
Add for Contractor’s Profit and Overheads @ 15% (no Lumpsum 9998 0.15 31.00
rates reqd.)
cost of each=Total cost/100 Each 2.38
021292 Additional lead for every subsequent km or part thereof,
over 100 km and upto 400 km over item nos. 021290 &
021291.
Quantity taken 100 items
Hire charges of Diesel Truck - 9 tonne Day 0005 2000 0.080 160.00
Sundries (no rates reqd.) Lumpsum 9999 1 4.600 4.60
164.60
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 1.65
166.25
Add for Contractor’s Profit and Overheads @ 15% (no Lumpsum 9998 0.15 24.94
rates reqd.)

Page 920
 Chapter-2 : Carriage Of Materials

Item No. Description Unit Rate Rate Quantity Labour

Code (Rs.) Cost (Rs.)

cost of each=Total cost/100 Each 1.91

021293 Additional lead for every subsequent km or part thereof,
over 400 km and upto 1000 km over item nos. 021290,
021291& 021292.
Quantity taken 100 items
Hire charges of Diesel Truck - 9 tonne Day 0005 2000 0.070 140.00
Sundries (no rates reqd.) Lumpsum 9999 1 4.600 4.60
144.60
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 1.45
146.05
Add for Contractor’s Profit and Overheads @ 15% (no Lumpsum 9998 0.15 21.91
rates reqd.)
cost of each=Total cost/100 Each 1.68
021300 Loading/Unloading into/from wagons, trailors or trucks
heavy articles such as wooden or steel almirahs,
tables, machinery and other miscellaneous articles,
each weighing over 1/2 quintal and upto 2 Quintal,
including lead upto 50m and stacking.
Cost of 20
Mate Day 0128 158 0.100 15.80
Beldar Day 0114 152 2.000 304.00
Sundries (no rates reqd.) Lumpsum 9999 1 4.600 4.60
324.40
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 3.24
327.64
Add for Contractor’s Profit and Overheads @ 15% (no Lumpsum 9998 0.15 49.15
rates reqd.)
cost of 20 units 376.79
cost of each Each 18.84

Page 921
 Chapter-2 : Carriage Of Materials

Item No. Description Unit Rate Rate Quantity Labour

Code (Rs.) Cost (Rs.)

021310 Leading heavy articles such as wooden or steel

almirahs, tables, machinery etc. and other
miscellaneous articles, each weighing less than 1/2
quintal and upto 2 quintals, including loading, unloading
and stacking, lead upto 10 km. Lead under this item is
payable when the same exceeds 500 M.
Detail of cost of 20 units
Mate Day 0128 158 0.100 15.80
Beldar Day 0114 152 2.000 304.00
Hire charges of Diesel Truck - 9 tonne Day 0005 2000 0.500 1000.00
Sundries (no rates reqd.) Lumpsum 9999 1 4.600 4.60
1324.40
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 13.24
1337.64
Add for Contractor’s Profit and Overheads @ 15% (no Lumpsum 9998 0.15 200.65
rates reqd.)
cost of 20 units 1538.29
cost of each Each 76.91
021311 Additional lead for every subsequent km or part thereof,
over 10 km and upto 100 km over item no 021310.

Hire charges of Diesel Truck - 9 tonne Day 0005 2000 0.250 500.00
Sundries (no rates reqd.) Lumpsum 9999 1 4.600 4.60
504.60
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 5.05
509.65
Add for Contractor’s Profit and Overheads @ 15% (no Lumpsum 9998 0.15 76.45
rates reqd.)
cost of each km or part thereof Each/ Km 6.51

Page 922
 Chapter-2 : Carriage Of Materials

Item No. Description Unit Rate Rate Quantity Labour

Code (Rs.) Cost (Rs.)

021312 Additional lead for every subsequent km or part thereof,

over 100 km and upto 400 km over item nos. 021310 &
Hire charges of Diesel Truck - 9 tonne
021311 Day 0005 2000 0.200 400.00
Sundries (no rates reqd.) Lumpsum 9999 1 4.600 4.60
404.60
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 4.05
408.65
Add for Contractor’s Profit and Overheads @ 15% (no Lumpsum 9998 0.15 61.30
rates reqd.)
cost of each Each/ Km 4.70
021313 Additional lead for every subsequent km or part thereof,
over 400 km and upto 1000 km over item no 021310,
021311 & 021312.
Hire charges of Diesel Truck - 9 tonne Day 0005 2000 0.170 340.00
Sundries (no rates reqd.) Lumpsum 9999 1 4.600 4.60
344.60
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 3.45
348.05
Add for Contractor’s Profit and Overheads @ 15% (no Lumpsum 9998 0.15 52.21
rates reqd.)
cost of each Each/ Km 4.00
021320 Loading/Unloading into/from wagons, trailors or trucks
heavy machinery each weighing over 2 quintals and
upto 5 quintals each, including lead upto 50m and
stacking.
Detail of cost of 10 units
Mate Day 0128 158 0.100 15.80
Beldar Day 0114 152 2.000 304.00
Sundries (no rates reqd.) Lumpsum 9999 1 8.600 8.60

Page 923
 Chapter-2 : Carriage Of Materials

Item No. Description Unit Rate Rate Quantity Labour

Code (Rs.) Cost (Rs.)

328.40
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 3.28
331.68
Add for Contractor’s Profit and Overheads @ 15% (no Lumpsum 9998 0.15 49.75
rates reqd.)
cost of 10 units 381.44
cost of each Each 38.14
021330 Leading heavy machinery (individual piece weighing
over 2 quintals and upto 5 quintals), for lead upto 10
km. Note : Lead under this item is payable when the
same exceeds 500 M.
Detail of cost of 10 units
Mate Day 0128 158 0.100 15.80
Beldar Day 0114 152 2.000 304.00
Hire charges of Diesel Truck - 9 tonne Day 0005 2000 0.400 800.00
Sundries (no rates reqd.) Lumpsum 9999 1 4.600 4.60
1124.40
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 11.24
1135.64
Add for Contractor’s Profit and Overheads @ 15% (no Lumpsum 9998 0.15 170.35
rates reqd.)
cost of 10 units 1305.99
cost of each Each 130.60
021331 Additional lead for every subsequent km or part thereof,
over 10 km and upto 100 kmover item no. 021330.

Hire charges of Diesel Truck - 9 tonne Day 0005 2000 0.500 1000.00
Sundries (no rates reqd.) Lumpsum 9999 1 6.500 6.50
1006.50

Page 924
 Chapter-2 : Carriage Of Materials

Item No. Description Unit Rate Rate Quantity Labour

Code (Rs.) Cost (Rs.)

Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 10.07
1016.57
Add for Contractor’s Profit and Overheads @ 15% (no Lumpsum 9998 0.15 152.48
rates reqd.)
cost of each Each/ Km 12.99
021332 Additional lead for every subsequent km or part thereof,
over 100 km and upto 400 km over item no. 021330 &
021331.
Hire charges of Diesel Truck - 9 tonne Day 0005 2000 0.400 800.00
Sundries (no rates reqd.) Lumpsum 9999 1 6.500 6.50
806.50
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 8.07
814.57
Add for Contractor’s Profit and Overheads @ 15% (no Lumpsum 9998 0.15 122.18
rates reqd.)
cost of each Each/ Km 9.37
021333 Additional lead for every subsequent km or part thereof,
over 400 km and upto 1000 km over item no. 021330,
021331 & 021332..
Hire charges of Diesel Truck - 9 tonne Day 0005 2000 0.350 700.00
Sundries (no rates reqd.) Lumpsum 9999 1 6.500 6.50
706.50
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 7.07
713.57
Add for Contractor’s Profit and Overheads @ 15% (no Lumpsum 9998 0.15 107.03
rates reqd.)
cost of each Each/ Km 8.21
Loading /unloading of Four wheeler wagon .

Page 925
 Chapter-2 : Carriage Of Materials

Item No. Description Unit Rate Rate Quantity Labour

Code (Rs.) Cost (Rs.)

021340 Extra, if the loading/unloading in four wheeler wagon

has to be done in a block section, i.e. on the running
line outside station section. (A bogie wagon will be
taken as equivalent to two four wheeled wagons) In
Loading /unloading of Four wheeler wagon Each 9999 700 1 700.00

Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 7.00
707.00
Add for Contractor’s Profit and Overheads @ 15% (no Lumpsum 9998 0.15 106.05
rates reqd.)
cost of each Each 813.05
021341 Extra if the loading/unloading in four wheeler wagon
has to be done in a block section, i.e. on the running
line outside station section. (A bogie wagon will be
taken as equivalent to two four wheeled wagons.) In
Taking 35% more for item given in item 021340 Each 0.350 284.57
021342 Extra if the loading/unloading in four wheeler wagon
has to be done in a block section, i.e. on the running
line outside station section. (A bogie wagon will be
taken as equivalent to two four wheeled wagons.) In
Taking 50% more for item given in item 021340 Each 0.500 406.53
021350 Stacking / Restacking wooden sleepers of all varieties
and sizes including lead upto 50m.
021351 BG Sleepers
Details of cost for 100nos
Mate Day 0128 158 0.100 15.80
Beldar Day 0114 152 2.000 304.00
Sundries (no rates reqd.) Lumpsum 9999 1 4.600 4.60
324.40
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 3.24

Page 926
 Chapter-2 : Carriage Of Materials

Item No. Description Unit Rate Rate Quantity Labour

Code (Rs.) Cost (Rs.)

327.64
Add for Contractor’s Profit and Overheads @ 15% (no Lumpsum 9998 0.15 49.15
rates reqd.)
cost of 100 nos 100 no. 376.79
021352 MG Sleepers
Details of cost for 100nos
Mate Day 0128 158 0.100 15.80
Beldar Day 0114 152 1.500 228.00
Sundries (no rates reqd.) Lumpsum 9999 1 4.600 4.60
248.40
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 2.48
250.88
Add for Contractor’s Profit and Overheads @ 15% (no Lumpsum 9998 0.15 37.63
rates reqd.)
Cost of 100 nos 100 no. 288.52
021353 NG Sleepers
Details of cost for 100nos
Mate Day 0128 158 0.100 15.80
Beldar Day 0114 152 1.200 182.40
Sundries (no rates reqd.) Lumpsum 9999 1 3.600 3.60
201.80
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 2.02
203.82
Add for Contractor’s Profit and Overheads @ 15% (no Lumpsum 9998 0.15 30.57
rates reqd.)
Cost of 100 nos 100 no. 234.39

Page 927
 Chapter-2 : Carriage Of Materials

Item No. Description Unit Rate Rate Quantity Labour

Code (Rs.) Cost (Rs.)

021360 Stacking ballast, kankar, brickbats, stone chips,

shingle, stone boulders, block kankar, pitching stones,
rubble stones, surkhi, laterite, dry mortar, sand,
moorum, ashes, lime etc. if not covered in the original
item.
Details of cost per 10cum
Mate Day 0128 158 0.050 7.90
Beldar Day 0114 152 0.500 76.00
Sundries (no rates reqd.) Lumpsum 9999 1 11.600 11.60
95.50
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.96
96.46
Add for Contractor’s Profit and Overheads @ 15% (no Lumpsum 9998 0.15 14.47
rates reqd.)
cost of 10 cum 110.92
cost per cum Cum 11.09
021370 Extra over initial lead of 50 M for crossing each running
track for the items covered in this chapter.
Taking 10% more for item given above Each 10%
021380 Leading of flower pots of sizes each weighing upto
10kg, i.e. flower pots with plants including picking up
and stacking, lead upto 50m.
Details of cost for 100nos
Mate Day 0128 158 0.050 7.90
Beldar Day 0114 152 0.500 76.00
Sundries (no rates reqd.) Lumpsum 9999 1 3.600 3.60
87.50
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.88
88.38

Page 928
 Chapter-2 : Carriage Of Materials

Item No. Description Unit Rate Rate Quantity Labour

Code (Rs.) Cost (Rs.)

Add for Contractor’s Profit and Overheads @ 15% (no Lumpsum 9998 0.15 13.26
rates reqd.)
cost of 100 nos 100 no. 101.63
021381 Additional lead for every subsequent 50m or part
thereof, over 50m and upto 500m over item no.
021380.
Details of cost for 100nos
Mate Day 0128 158 0.050 7.90
Beldar Day 0114 152 0.100 15.20
Sundries (no rates reqd.) Lumpsum 9999 1 0.350 0.35
23.45
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.23
23.68
Add for Contractor’s Profit and Overheads @ 15% (no Lumpsum 9998 0.15 3.55
rates reqd.)
cost of 100 nos 100 no. 27.24
021390 Leading of flower pots of sizes each weighing upto
10kg, i.e. flower pots with plants including loading,
unloading and stacking, lead over 500 M and upto 10
km.
Details of cost for 100nos
Mate Day 0128 158 0.001 0.16
Beldar Day 0114 152 0.015 2.28
Hire charges of Diesel Truck - 9 tonne Day 0005 2000 0.200 400.00
Sundries (no rates reqd.) Lumpsum 9999 1 0.300 0.30
402.74
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 4.03
406.77

Page 929
 Chapter-2 : Carriage Of Materials

Item No. Description Unit Rate Rate Quantity Labour

Code (Rs.) Cost (Rs.)

Add for Contractor’s Profit and Overheads @ 15% (no Lumpsum 9998 0.15 61.01
rates reqd.)
cost of 100 nos 100 no. 467.78
021400 Leading of flower pots of sizes each weighing over
10kg, i.e. flower pots with plants including picking up
and stacking, lead upto 50m.
Details of cost for 100nos
Mate Day 0128 158 0.500 79.00
Beldar Day 0114 152 0.500 76.00
Sundries (no rates reqd.) Lumpsum 9999 1 3.500 3.50
158.50
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 1.59
160.09
Add for Contractor’s Profit and Overheads @ 15% (no Lumpsum 9998 0.15 24.01
rates reqd.)
cost of 100 nos 100 no. 184.10
021401 Additional lead for every subsequent 50m or part
thereof, over 50m and upto 500m over item no.
021400.
Details of cost for 100nos
Beldar Day 0114 152 0.150 22.80
Sundries (no rates reqd.) Lumpsum 9999 1 6.000 6.00
28.80
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.29
29.09
Add for Contractor’s Profit and Overheads @ 15% (no Lumpsum 9998 0.15 4.36
rates reqd.)
cost of 100 nos 100 no. 33.45

Page 930
 Chapter-2 : Carriage Of Materials

Item No. Description Unit Rate Rate Quantity Labour

Code (Rs.) Cost (Rs.)

021410 Leading of flower pots of sizes each weighing over

10kg, i.e. flower pots with plants including loading,
unloading and stacking, lead over 500 M and upto 10
km.
Details of cost for 100nos
Mate Day 0128 158 0.050 7.90
Beldar Day 0114 152 0.100 15.20
Hire charges of Diesel Truck - 9 tonne Day 0005 2000 0.050 100.00
Sundries (no rates reqd.) Lumpsum 9999 1 0.350 0.35
123.45
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 1.23
124.68
Add for Contractor’s Profit and Overheads @ 15% (no Lumpsum 9998 0.15 18.70
rates reqd.)
cost of 100 nos 100 no. 143.39
021420 Sorting of steel materials of any type, size- wise
into/from the store yard, measuring and stacking the
same / including weighing if required within the lead of
100 metres as directed.
Details of cost per 2 MT
Mate Day 0128 158 0.400 63.20
Beldar Day 0114 152 4.000 608.00
Sundries (no rates reqd.) Lumpsum 9999 1 4.600 4.60
675.80
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 6.76
682.56
Add for Contractor’s Profit and Overheads @ 15% (no Lumpsum 9998 0.15 102.38
rates reqd.)
cost of 2 MT 784.94

Page 931
 Chapter-2 : Carriage Of Materials

Item No. Description Unit Rate Rate Quantity Labour

Code (Rs.) Cost (Rs.)

Cost per MT MT 392.47

021430 Hiring and operating Multi-Utility vehicle of loading
capacity one MT with sitting capacity of 4/6 persons, 4
strokes, 4 cylinders engine, factory-built metal body,
cargo box type or passenger cabin type or both (with
24 hours availability), including cost of fuel, lubricants,
major/minor repairs, salary of driver, toll tax, all other
tax complete, operation and maintenance including
running upto 1200 km in a month. The vehicle shall run
on pucca, kutcha road and along the track. The
contractor shall arrange road permit for vehicles for all
the States of operation, as per instructions of engineer
in-charge & vehicle shall not be more than 3 years old.

Page 932
 Chapter-7 : Wood-Work

CHAPTER 7 : WOOD-WORK
Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

071010 Providing wood work in frames of doors, windows, clerestory

windows and other frames and trusses, wrought, framed and fixed
in position :
071011 Second class teak wood
Details of cost for Chowkhat of a door 206.75 x 117.50 cm
Materials:
Second class teak wood.
2x206.75x9.5x7.0 cm =0.028 cum
1x117.5x9.5x7.0 cm =0.008 cum Total = 0.036 cum
Add for wastage @ 5%=0.002 cum
Grand Total = 0.038 cum Say 38 cudm
Second class teak wood 10 cudm 1189 530.00 3.80 2014.00
Carriage of Timber cum 2204 60.81 0.00 0.00
Labour:
Carpenter (average) Day 0156 158.00 0.72 113.76
Beldar Day 0114 152.00 0.36 54.72
168.48 2014.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 1.68 20.14
170.16 2034.14
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 25.52 305.12
Cost of 36 cudm 195.69 2339.26
Cost of 1 cudm cudm 5.44 64.98 70.42
071012 Sal wood
Details of cost for Chowkhat of a door 206.75 x 117.50 cm
Materials:
2x206.75x9.5x7.0 cm =0.028 cum
1x117.5x9.5x7.0 cm =0.008 cum Total = 0.036 cum
Add for wastage @ 5%=0.002 cum
Grand Total = 0.038 cum Say 38 cudm
Sal wood in scantling 10 cudm 1199 218.00 3.80 828.40
Carriage of Timber LS 0 0.00 0.00 0.00
Labour:
Carpenter (average) Day 0156 158.00 0.72 113.76
Beldar Day 0114 152.00 0.36 54.72
168.48 828.40
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 1.68 8.28
170.16 836.68

Page 933
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 25.52 125.50
Cost of 36 cudm 195.69 962.19
Cost of 1 cudm cudm 5.44 26.73 32.16
071013 Hollock wood or locally available comparable species of country
wood - Kiln seasoned & chemically treated
Details of cost for Chowkhat of a door 206.75 x 117.50 cm
Materials:
Hollock Wood
Quantity of wood same as in item no.7.1.1 Total=0.038 cum 10 cudm 2466 310.00 3.80 1178.00
Say=38 cudm
Carriage of Timber LS 0 0.00 0.00 0.00
Kiln seasoning of timber cum 2504 600.00 0.04 22.80
Chemical treatment Lumpsum 9999 1.00 8.97 8.97
Labour:
Carpenter (average) Day 0156 158.00 0.72 113.76
Beldar Day 0114 152.00 0.36 54.72
168.48 1209.77
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 1.68 12.10
170.16 1221.87
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 25.52 183.28
Cost of 36 cudm 195.69 1405.15
Cost of 1 cudm cudm 5.44 39.03 44.47
071014 Kail, venteak, pillamarudhu or locally available comparable species
of good country wood
Details of cost for chowkhat of a door 206.75x117.5 cm
Materials:
Quantity of wood same as in item no.7.1.1 Total=0.038 cum 10 cudm 1197 170.00 3.80 646.00
Say=38 cudm
Carriage of Timber LS 0 0.00 0.00 0.00
Labour:
Carpenter (average) Day 0156 158.00 0.72 113.76
Beldar Day 0114 152.00 0.36 54.72
168.48 646.00
Add for Water Charges @1% (no rates reqd.) 0.01 1.68 6.46
170.16 652.46
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 25.52 97.87
Cost of 36 cudm 195.69 750.33
Cost of 1 cudm cudm 5.44 20.84 26.28
071020 Providing wood work in frames of false ceiling, partitions etc. sawn
and put up in position
071021 Sal wood

Page 934
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Details of cost for ceiling for a room 3x3 m

Materials:
Quantity of wood Total=0.1659 cum Say=166 cudm 10 cudm 1199 325.00 16.60 5395.00
Carriage of Timber LS 0 0.00 0.00 0.00
Labour:
Carpenter 2nd class Day 0112 158.00 1.00 158.00
Beldar Day 0114 152.00 1.00 152.00
Sundries screws etc. Lumpsum 9999 1.00 53.82 53.82
363.82 5395.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 3.64 53.95
367.46 5448.95
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 55.12 817.34
Cost of 158 cudm 422.58 6266.29
Cost per cudm cudm 2.67 39.66 42.33
071022 Hollock wood or locally available comparable species of country cum
wood - Kiln seasoned & chemically treated
Details of cost for ceiling for a room 3x3 m
Materials:
Quantity of wood Total=0.1659 cum Say=166 cudm 10 cudm 2466 310.00 16.60 5146.00
0 LS 0 0.00 0.00 0.00
Kiln seasoning of timber cum 2504 600.00 0.17 99.60
Chemical treatment Lumpsum 9999 1.00 18.20 18.20
Labour:
Carpenter 2nd class Day 0112 158.00 1.00 158.00
Beldar Day 0114 152.00 1.00 152.00
Sundries screws etc. Lumpsum 9999 1.00 53.82 53.82
363.82 5263.80
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 3.64 52.64
367.46 5316.44
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 55.12 797.47
Cost of 158 cudm 422.58 6113.90
Cost per cudm cudm 2.67 38.70 41.37
071023 Kail, venteak, pillamarudhu or locally available comparable species cum
of good country wood
Details of cost for ceiling for a room 3x3 m
Materials:
Quantity of wood Total=0.1659 cum Say=166 cudm 10 cudm 1197 170.00 16.60 2822.00
Carriage of Timber LS 0 0.00 0.00 0.00
Labour:
Carpenter 2nd class Day 0112 158.00 1.00 158.00

Page 935
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Beldar Day 0114 152.00 1.00 152.00

Sundries screws etc. Lumpsum 9999 1.00 20.70 20.70
363.82 2822.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 3.64 28.22
367.46 2850.22
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 55.12 427.53
Cost of 158 cudm 422.58 3277.75
Cost of 1 cudm cudm 2.67 20.75 23.42
071030 Extra for additional labour for circular works, such as in frames of
fan light
071031 Second class teak wood
18mm thick
Details of cost for Chowkhat of a door 206.75 x 117.50 cm
Materials:
extra materials and labour for wastage @ 10%of quantity on item
no.071011
Second class teak wood in scantling 10 cudm 1189 530.00 0.38 201.40
Carriage of Timber 0 0 0.00 0.00 0.00
Labour:
Carpenter (average) Day 0156 158.00 0.07 11.38
Beldar Day 0114 152.00 0.01 1.06
12.44 201.40
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.12 2.01
12.56 203.41
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 1.88 30.51
Cost of 36 cudm 14.45 233.93
Cost of 1 cudm cudm 0.40 6.50 6.90
071032 Sal wood
Details of cost for Chowkhat of a door 206.75 x 117.50 cm
Materials:
extra materials and labour for wastage @ 10%of quantity on item
no.071012
Sal wood in scantling 10 cudm 1199 325.00 0.38 123.50
Carriage of Timber 0 0 0.00 0.00 0.00
Labour:
Carpenter (average) Day 0156 158.00 0.07 11.38
Beldar Day 0114 152.00 0.01 1.06
12.44 123.50
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.12 1.24
12.56 124.74
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 1.88 18.71

Page 936
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Cost of 36 cudm 14.45 143.45

Cost of 1 cudm cudm 0.40 3.98 4.39
071033 Hollock wood or locally available comparable species of country
wood - Kiln seasoned & chemically treated
Materials:
extra materials and labour for wastage @ 10%of quantity on item
no.071013
Hollock wood in scantling 10 cudm 2466 310.00 0.38 117.80
Carriage of Timber 0 0 0.00 0.00 0.00
Kiln seasoning of timber cum 2504 600.00 0.00 2.28
Chemical treatment Lumpsum 9999 1.00 0.90 0.90
Labour:
Carpenter (average) Day 0156 158.00 0.07 11.38
Beldar Day 0114 152.00 0.01 1.06
12.44 120.98
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.12 1.21
12.56 122.19
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 1.88 18.33
Cost of 36 cudm 14.45 140.52
Cost of 1 cudm cudm 0.40 3.90 4.30
071034 Kail, venteak, pillamarudhu or locally available comparable species
of good country wood
Details of cost for chowkhat of a door 206.75x117.5 cm
Materials:
extra materials and labour for wastage @ 10%of quantity on item 10 cudm 1197 170.00 0.38 64.60
no.071014
Carriage of Timber LS 0 0.00 0.00 0.00
Labour:
Carpenter (average) Day 0156 158.00 0.07 11.38 800.00 57.6
Beldar Day 0114 152.00 0.01 1.06 600.00 4.2
12.44 64.60
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.12 0.65
12.56 65.25
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 1.88 9.79
Cost of 36 cudm 14.45 75.03
Cost of 1 cudm cudm 0.40 2.08 2.49
SHUTTERS FOR DOORS AND WINDOWS
072010 Providing and fixing panelled/glazed or panelled and glazed
shutters for doors, windows and clerestory windows including ISI
marked black enamelled M.S. butt hinges with necessary screws
excluding, panelling/glazing which will be paid for separately

Page 937
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

072011 Second class teak wood, 35mm thick

Details of cost for shutters of a door(1/3rd glazed and 2/3rd
panelled)
200x108 cm =2.16 sqm
Materials:
Teak wood
Styles 4x200x10.0x3.5 =0.028 cum
Rails
Top rails 1x110.5x10.0x3.5 cm =0.004 cum
Bottom rails 1x110.5x20x3.5 cm =0.008 cum
Lock Rail 1x110.5x15x3.5 cm=0.006
Beading 2x186.1x1.9x1.2 cm=0.001 cum
Total =0.047 cum Add for wastage 10% =0.005 cum Grand Total 10 cudm 1190 550.00 5.10 2805.00
=0.051 cum Say 51cudm
Carriage of Timber LS 0 0.00 0.00 0.00
Bright finished or black enameled mild steel butt hinges 1 00 x 58 x 10 Nos 0595 83.95 0.60 50.37
1.90 mm
Bright finished or black enameled mild steel butt hinges 50 x 37 x 10 Nos 0597 70.00 0.20 14.00
1.50 mm
Bright finished or black enameled mild steel screws 40 mm 100 Nos. 0637 42.00 0.48 20.16
Bright finished or black enameled mild steel screws 20 mm 100 Nos. 0640 25.00 0.08 2.00
Labour:
Carpenter (average) Day 0156 158.00 1.83 289.14
Beldar Day 0114 152.00 0.76 115.52
404.66
Sundries (no rates reqd.) Lumpsum 9999 1.00 35.88 35.88
440.54 2891.53
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 4.41 28.92
444.95 2920.45
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 66.74 438.07
Cost of 2.16 sqm 511.69 3358.51
Cost of 1 sqm Sqm 236.89 1554.87 1791.76
072012 Second class teak wood, 30mm thick
Details of cost for shutters of a door(1/3rd glazed and 2/3rd
panelled)
200x108 cm =2.16 sqm
Materials:
Teak wood
Styles 4x200x10.0x3.0 =0.024 cum
Top rails 1x110.5x9.5x3.0 cm =0.003 cum
Bottom rails 1x110.5x19.7x3.0 cm =0.007 cum

Page 938
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Lock Rails 1x110.5x15x3.0 cm=0.005

Beading 2x186.1x1.9x1.2 cm=0.001 cum
Total =0.040 cum Add for wastage 10% =0.004 cum Grand Total 10 cudm 1190 550.00 4.40 2420.00
=0.044 cum Say 44 cudm
Carriage of Timber LS 0 0.00 0.04 0.00
Bright finished or black enameled mild steel butt hinges 1 00 x 58 x 10 Nos 0595 83.95 0.60 50.37
1.90 mm
Bright finished or black enameled mild steel butt hinges 50 x 37 x 10 Nos 0597 70.00 0.20 14.00
1.50 mm
Bright finished or black enameled mild steel screws 40 mm 100 Nos. 0637 42.00 0.48 20.16
Bright finished or black enameled mild steel screws 20 mm 100 Nos. 0640 25.00 0.08 2.00
Labour:
Carpenter (average) Day 0156 158.00 1.83 289.14
Beldar Day 0114 152.00 0.76 115.52
Sundries (no rates reqd.) Lumpsum 9999 1.00 35.88 35.88
440.54 2506.53
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 4.41 25.07
444.95 2531.60
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 66.74 379.74
Cost of 2.16 sqm 511.69 2911.33
Cost of 1 sqm Sqm 236.89 1347.84 1584.73
072013 Kiln seasoned and chemically treated hollock wood, 35mm thick
Details of cost for shutters of a door(1/3rd glazed and 2/3rd
panelled)
200x108 cm =2.16 sqm
Materials:
Kiln seasoned and chemically treated hollock wood, 35mm thick. 10 cudm 2505 240.00 5.10 1224.00
Quantity same as per item no 7.4.1=51 cudm
Carriage of Timber LS 0 0.00 0.00 0.00
Kiln seasoning of timber cum 2504 600.00 0.05 30.60
Chemical treatment Lumpsum 9999 1.00 3.50 3.50
Bright finished or black enameled mild steel butt hinges 1 00 x 58 x 10 Nos 0595 83.95 0.60 50.37
1.90 mm
Bright finished or black enameled mild steel butt hinges 50 x 37 x 10 Nos 0597 70.00 0.20 14.00
1.50 mm
Bright finished or black enameled mild steel screws 40 mm 100 Nos. 0637 42.00 0.48 20.16
Bright finished or black enameled mild steel screws 20 mm 100 Nos. 0640 25.00 0.08 2.00
Labour:
Carpenter (average) Day 0156 158.00 1.83 289.14
Beldar Day 0114 152.00 0.76 115.52
Sundries Lumpsum 9999 1.00 35.88 35.88

Page 939
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

440.54 1344.63
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 4.41 0.01
444.95 1344.64
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 66.74 201.70
Cost of 2.16 sqm 511.69 1546.34
Cost of 1 sqm Sqm 236.89 715.90 952.79
072014 Kiln seasoned and chemically treated hollock wood, 30mm thick sqm
Details of cost for shutters of a door(1/3rd glazed and 2/3rd
panelled)
200x108 cm =2.16 sqm
Materials:
Hollock wood
Quantity same as per item 7.4.2=44 cudm 10 cudm 2505 240.00 4.40 1056.00
Carriage of Timber LS 0 0.00 0.00 0.00
Kiln seasoning of timber cum 2504 600.00 0.04 26.40
Sundries (no rates reqd.) Lumpsum 9999 1.00 3.50 3.50
Bright finished or black enameled mild steel butt hinges 1 00 x 58 x 10 Nos 0595 83.95 0.60 50.37
1.90 mm
Bright finished or black enameled mild steel butt hinges 50 x 37 x 10 Nos 0597 70.00 0.20 14.00
1.50 mm
Bright finished or black enameled mild steel screws 40 mm 100 Nos. 0637 42.00 0.48 20.16
Bright finished or black enameled mild steel screws 20 mm 100 Nos. 0640 25.00 0.08 2.00
Labour:
Carpenter (average) Day 0156 158.00 1.83 289.14
Beldar Day 0114 152.00 0.76 115.52
Sundries (no rates reqd.) Lumpsum 9999 1.00 35.88 35.88
440.54 1172.43
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 4.41 11.72
444.95 1184.15
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 66.74 177.62
Cost of 2.16 sqm 511.69 1361.78
Cost of 1 sqm Sqm 236.89 630.45 867.34
072015 Kail, venteak, pillamarudhu or locally available comparable species Sqm
of good country wood - 35mm thick
Details of cost for shutters of a door(Half glazed and half panelled)
210x110 cm =2.31 sqm
Material
Kail wood
Styles 4x210x90x35mm =0.02646 cum
Rails 1x110cmx10cmx35 mm =0.00385 cum
Rails 2x110cmx25cmx35 mm =0.01925 cum

Page 940
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Panels 2x45cmx40cmx15mm=0.00540 cum

Sash bars2x115cmx30mmx35mm=0.00242 cum
Sash bars6x45cmx30mmx35mm=0.00284 cum
Beading16x86cmx20mmx10mm=0.00275 cum
Total =0.06297 cum Add for wastage 10% =0.00630 cum
Grand Total =0.06927 cum Say 69.27cudm 10 cudm 1196 195.00 6.90 1345.50
Glass panes 2mm to 3mm thick Sqm 9233 120.00 0.80 96.00
Bright finished or black enameled mild steel butt hinges 1 00 x 58 x 10 Nos 0595 83.95 0.60 50.37
1.90 mm
Bright finished or black enameled mild steel screws 40 mm 100 Nos. 0637 42.00 0.48 20.16
Sundries (no rates reqd.) Lumpsum 9999 1.00 13.80 13.80
Labour:
Carpenter 1st class Day 0111 168.00 0.75 126.00
Carpenter 2nd class Day 0112 158.00 1.43 225.94
Beldar Day 0114 152.00 0.75 114.00
Mistry Day 0130 158.00 0.12 18.96
Sundries (no rates reqd.) Lumpsum 9999 1.00 13.80 13.80
498.70 1525.83
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 4.99 15.26
503.69 1541.09
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 75.55 231.16
Cost of 2.31 sqm 579.24 1772.25
Cost of 1 sqm Sqm 250.75 767.21 1017.96
072016 Kail, venteak, pillamarudhu or locally available comparable species
of good country wood - 30mm thick
Details of cost for shutters of a door(Half glazed and half panelled)
210x110 cm =2.31 sqm
Material
Kail wood
Styles 4x210x90x30mm =0.02268 cum
Rails 1x110cmx10cmx30 mm =0.00330 cum
Rails 2x110cmx25cmx30 mm =0.01650 cum
Panels 2x45cmx40cmx15mm=0.00540 cum
Sash bars2x115cmx30mmx30mm=0.00207 cum
Sash bars6x45cmx30mmx30mm=0.00243 cum
Beading16x86cmx20mmx10mm=0.00275 cum
Total =0.05513 cum Add for wastage 10% =0.00551 cum
Grand Total =0.06064 cum Say 60.64cudm 10 cudm 1196 195.00 6.06 1181.70
Glass panes 2mm to 3mm thick Sqm 9233 120.00 0.80 96.00
Bright finished or black enameled mild steel butt hinges 1 00 x 58 x 10 Nos 0595 83.95 0.60 50.37
1.90 mm

Page 941
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Bright finished or black enameled mild steel screws 40 mm 100 Nos. 0637 42.00 0.48 20.16
Sundries (no rates reqd.) Lumpsum 9999 1.00 13.80 13.80
Labour:
Carpenter 1st class Day 0111 168.00 0.75 126.00
Carpenter 2nd class Day 0112 158.00 1.43 225.94
Beldar Day 0114 152.00 0.75 114.00
Mistry Day 0130 158.00 0.12 18.96
Sundries (no rates reqd.) Lumpsum 9999 1.00 13.80 13.80
498.70 1362.03
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 4.99 13.62
503.69 1375.65
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 75.55 206.35
Cost of 2.31 sqm 579.24 1582.00
Cost of 1 sqm Sqm 250.75 684.85 935.60
072020 Providing and fixing panelling/glazing or panelling and glazing in
panelled/ glazed or panelled and glazed shutters for doors,
windows and clerestory windows (Area of opening for panel inserts
excluding portion inside grooves or rebates to be measured).
Panelling/glazing for panelled/ glazed or panelled and glazed
shutters 25mm to 40mm thick

072021 Second class teak wood.15mm thick

Second class teak wood for 40,35,30 and 25 mm thick shutters
Details of cost for shutters of a door with 2/3rd
panelling 200x108=2.16 sqm
Panel area =4x45.1x36.55 =0.67
Material
Panels
4x47.2x38.65x1.6 =0.0117 Add for wastage @ 10%=0.0012 Total 10 cudm 1190 550.00 1.29 709.50
=0.0129 Say 12.9 cudm
Carriage of Timber LS 0 0.00 0.00 0.00
Labour:
Carpenter 1st class Day 0111 168.00 0.57 95.76
Sundries (no rates reqd.) Lumpsum 9999 1.00 4.42 4.42

100.18 709.50
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 1.00 7.10
101.18 716.60
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 15.18 107.49
Cost of 0.67 sqm 116.36 824.08
Cost of 1 sqm Sqm 173.67 1229.98 1403.65

Page 942
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

072022 Hollock wood or locally available comparable species of country

wood - Kiln seasoned & chemically treated. 15 mm thick
Details of cost for shutters of a door
200x108=2.16 sqm
Panel area =4x45.1x36.55 =0.66
Material
Hollock wood
panels 4x45.1x36.55 =0.0117 cum Add for wastage @ 10%=0.0012 10 cudm 2505 240.00 1.29 309.60
Say 12.9 cudm
Carriage of Timber LS 0 0.00 0.00 0.00
Kiln seasoning of timber cum 2504 600.00 0.01 7.74
Sundries (no rates reqd.) Lumpsum 9999 1.00 8.97 8.97
Labour & Sundries
Carpenter 1st class Day 0111 168.00 0.57 95.76
Sundries (no rates reqd.) Lumpsum 9999 1.00 4.42 4.42
100.18 326.31
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 1.00 3.26
101.18 329.57
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 15.18 49.44
Cost of 0.66 sqm 116.36 379.01
Cost of 1 sqm Sqm 176.30 574.26 750.56
072023 Kail, venteak, pillamarudhu or locally available comparable species
of good country wood 15 mm thick
Details of cost for shutters of a door
200x108=2.16 sqm
Panel area =4x45.1x36.55 =0.66
Material
panels 4x45.1x36.55 =0.0117 cum Add for wastage @ 10%=0.0012
Say 12.9 cudm
First class kail wood in planks 10 cudm 1196 195.00 1.29 251.55
Carriage of Timber LS 0 0.00 0.00 0.00
Labour & Sundries
Carpenter 1st class Day 0111 168.00 0.57 95.76
Sundries (no rates reqd.) Lumpsum 9999 1.00 4.42 4.42
100.18 251.55
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 1.00 2.52
101.18 254.07
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 15.18 38.11
Cost of 0.66 sqm 116.36 292.18
Cost of 1 sqm Sqm 176.30 442.69 618.99
072024 Ply wood 5ply 9mm thick. Teak ply on both faces

Page 943
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Details of cost for shutters of a door with 2/3rd

panelling 200x108=2.16 sqm
Panel area =4x45.1x36.55 =0.67
Material
ply wood (9 mm thick) 4x47.2x38.65 cm =0.73 sqm Add fo wastage Sqm 2480 725.00 0.80 580.00
@ 10% = 0.07 Total =0.80 sqm Say 0.80 sqm
Carriage of Plywood Lumpsum 9999 1.00 0.00 0.00
Labour:
Carpenter 1st class Day 0111 168.00 0.57 95.76
Sundries (no rates reqd.) Lumpsum 9999 1.00 4.42 4.42
100.18 580.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 1.00 5.80
101.18 585.80
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 15.18 87.87
Cost of 0.67 sqm 116.36 673.67
Cost of 1 sqm Sqm 173.67 1005.48 1179.15
072025 Ply wood 5ply 9mm thick. Commercial ply on one face and teak ply
on other face
Details of cost for shutters of a door with 2/3rd
panelling 200x108=2.16 sqm
Panel area =4x45.1x36.55 =0.67
Material
ply wood (9 mm thick) 4x47.2x38.65 cm =0.73 sqm Add fo wastage Sqm 2481 590.00 0.80 472.00
@ 10% = 0.07 Total =0.80 sqm Say 0.80 sqm
Carriage of Plywood Lumpsum 9999 1.00 0.00 0.00
Labour:
Carpenter 1st class Day 0111 168.00 0.57 95.76
Sundries (no rates reqd.) Lumpsum 9999 1.00 4.42 4.42
100.18 472.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 1.00 4.72
101.18 476.72
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 15.18 71.51
Cost of 0.67 sqm 116.36 548.23
Cost of 1 sqm Sqm 173.67 818.25 991.92
072026 Ply wood 7ply 9mm thick. Commercial ply on one face and teak ply
on other face
Details of cost for shutters of a door with 2/3rd
panelling 200x108=2.16 sqm
Panel area =4x45.1x36.55 =0.67
Material

Page 944
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

ply wood (9 mm thick) 4x47.2x38.65 cm =0.73 sqm Add fo wastage Sqm 2483 600.00 0.80 480.00
@ 10% = 0.07 Total =0.80 sqm Say 0.80 sqm
Carriage of Plywood Lumpsum 9999 1.00 0.00 0.00
Labour:
Carpenter 1st class Day 0111 168.00 0.57 95.76
Sundries (no rates reqd.) Lumpsum 9999 1.00 4.42 4.42
100.18 480.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 1.00 4.80
101.18 484.80
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 15.18 72.72
Cost of 0.67 sqm 116.36 557.52
Cost of 1 sqm Sqm 173.67 832.12 1005.79
072031 Particle board 12mm thick. flat pressed 3layer (like Novapan,
Ecoboard etc.) or graded wood particle board (like Bhutan Board)
medium density Grade-I, IS: 3087 marked
Material
Flat pressed 3 layer particle board (medium density) Grade I :12 Sqm 0341 270.00 0.80 216.00
mm thick
Sundries (no rates reqd.) Lumpsum 9999 1.00 1.82 1.82
Labour & Sundries :
Carpenter 1st class Day 0111 168.00 0.57 95.76
Sundries (no rates reqd.) Lumpsum 9999 1.00 4.42 4.42
100.18 217.82
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 1.00 2.18
101.18 220.00
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 15.18 33.00
Cost of 0.67 sqm 116.36 253.00
Cost of 1 sqm Sqm 173.67 377.61 551.28
072032 Particle board 12mm thick. Veneered particle board with
commercial veneering on both sides conforming to IS: 3097
Material
Quantity same as per item No.7.5.5 =0.80sqm sqm 7468 418.00 0.80 334.40
Sundries (no rates reqd.) Lumpsum 9999 1.00 1.82 1.82
Labour & Sundries :
Carpenter 1st class Day 0111 168.00 0.57 95.76
Sundries (no rates reqd.) Lumpsum 9999 1.00 4.42 4.42
0 100.18 336.22
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 1.00 3.36
101.18 339.58
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 15.18 50.94
Cost of 0.67 sqm 116.36 390.52

Page 945
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Cost of 1 sqm Sqm 173.67 582.86 756.54

072033 Prelaminated particle board 12mm thick, with decorative lamination
on one side and balancing lamination on other side Grade-I, Type-II
IS: 12823 marked
Material
Quantity same as per item No.7.5.5 =0.80sqm sqm 7477 595.00 0.80 476.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 1.82 1.82
Labour & Sundries : 477.82
Carpenter 1st class Day 0111 168.00 0.57 95.76
Sundries (no rates reqd.) Lumpsum 9999 1.00 4.42 4.42
0 100.18
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 1.00 4.78
101.18 482.60
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 15.18 72.39
Cost of 0.67 sqm 116.36 554.99
Cost of 1 sqm Sqm 173.67 828.34 1002.01
072034 Prelaminated Particle board 12mm thick with decorative lamination
on both sides, Grade-I, Type-II IS: 12823 marked
Material
Quantity same as per item No.7.5.5 =0.80sqm Sqm 7480 650.00 0.80 520.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 1.82 1.82
Labour & Sundries :
Carpenter 1st class Day 0111 168.00 0.57 95.76
Sundries (no rates reqd.) Lumpsum 9999 1.00 4.42 4.42
100.18 521.82
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 1.00 5.22
101.18 527.04
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 15.18 79.06
Cost of 0.67 sqm 116.36 606.09
Cost of 1 sqm Sqm 173.67 904.62 1078.29
072035 Coir veneer board (conforming to IS : 14842-2000) 8mm thick sqm
Details of cost for shutters of a door with
2/3rd panelling.. .200x108cm = 2.16sqm.
Panel area = 4x45.1x36.55cm = 0.67sqm.
Material
Quantity same as per item No.7.5.5 =0.80sqm
Coir Veneered Board 8 mm thick Sqm 7554 430.00 0.80 344.00
Carriage Lumpsum 9999 1.00 0.00 0.00
Labour
Carpenter 1st class Day 0111 168.00 0.57 95.76

Page 946
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Sundries (no rates reqd.) Lumpsum 9999 1.00 4.42 4.42

100.18 344.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 1.00 3.44
101.18 347.44
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 15.18 52.12
Cost of 0.67 sqm 116.36 399.56
Cost of 1 sqm Sqm 173.67 596.35 770.02
072036 Coir veneer board (conforming to IS : 14842-2000) 12mm thick
Details of cost for shutters of a door with
2/3rd panelling.. .200x108cm = 2.16sqm.
Panel area = 4x45.1x36.55cm = 0.67sqm.
Material
Coir Veneered board 12mm thick Sqm 7555 560.00 0.80 448.00
Carriage Lumpsum 9999 1.00 0.00 0.00
Labour
Carpenter 1st class Day 0111 168.00 0.57 95.76
Sundries (no rates reqd.) Lumpsum 9999 1.00 4.42 4.42
100.18 448.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 1.00 4.48
101.18 452.48
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 15.18 67.87
Cost of 0.67 sqm 116.36 520.35
Cost of 1 sqm Sqm 173.67 776.64 950.32
072037 Glazing with float glass panes 4mm thick (10kg/sqm) sqm

Details of cost for shutters of a door with

2/3rd panelling.. .200x108cm = 2.16sqm.
Panel area = 4x45.1x36.55cm = 0.67sqm.
Material
Ordinary glass panes (4mm thick) Sqm 9234 140.00 0.80 112.00
Carriage 0 0 0.00 0.00 0.00
Labour
Carpenter 1st class Day 0111 168.00 0.20 33.60
Sundries (no rates reqd.) Lumpsum 9999 1.00 4.42 4.42
38.02 112.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.38 1.12
38.40 113.12
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 5.76 16.97
Cost of 0.67 sqm 44.16 130.09
Cost of 1 sqm Sqm 65.91 194.16 260.07

Page 947
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

072040 Extra for providing heavy float glass panes 13.75kg/ Sqm. (5.5mm
thick) instead of ordinary float glass panes 10kg sqm. (4mm thick),
in doors, windows and clerestory window shutters. (Area of
opening for glass panes excluding portion inside rebate shall be
measured)
Details of cost for one sqm
Materials:
Glass panes of 13.75 kg per sqm Sqm 2407 410.00 1.00 410.00
Deduct panels of 10 kg per sqm Sqm 2406 350.00 1.00 350.00
60.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.60
60.60
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 9.09
Cost of 1 sqm Sqm 69.69 69.69
072050 Deduction for providing frosted glass panes 10kg/Sqm (4mm thick)
instead of ordinary glass panes 10kg/Sqm (4mm thick) in doors,
windows and clerestory window shutters. (Area of opening for glass
panes excluding portion inside rebate shall be measured)
Details of cost for one sqm
Materials:
Frosted glass panes(4.0mm) Sqm 7032 290.00 1.00 290.00
Deduct cost of ordinary glass panes( 4mm thick) Sqm 2406 350.00 1.00 350.00
60.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.60
60.60
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 9.09
Cost of 1 sqm Sqm 69.69 69.69
072060 Deduct for providing pin headed glass panes instead of ordinary
glass panes weighing 10kg/ Sqm. (4mm thick) in doors, windows
and clerestory windows, shutters (Area of opening for glass panes
excluding portion inside rebate shall be measured)
Details of cost for one sqm
Materials:
Float glass sheet of nominal thickness 4 mm (weight not less than Sqm 2406 350.00 1.00 350.00
10kg/sqm)
Pin headed glass panes(4.0mm) Sqm 7451 180.00 1.00 180.00
170.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 1.70
171.70
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 25.76
Cost of 1 sqm Sqm 197.45 197.45

Page 948
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

072070 Providing and fixing 35mm thick framed, ledged and battened door
and window shutters (battens 12mm thick) including bright satin
finish or black stone enamelled iron hinges with necessary screws,
with :
072071 Kail, venteak, pillamarudhu or locally available comparable species Sqm
of good country wood
Materials:
Details of cost for door shutters
192.00cmx75cm m=1.44 sqm
Materials:
Styles=2nosx192cmx75mmx35 mm=0.01008 cum
Styles=2nosx192cmx70mmx35 mm=0.00941 cum
Top rail 1nosx75cmx75mmx35 mm =0.00197 cum
Lock and bottom rail
2x75cmx150mmx35 mm =0.00788 cum
Battens=4nosx77.50cmx23cmx12mm=0.00856 cum
Total=0.03790 cum Add wastage @10%=0.00379 Grand
Total=0.04169 cum Say41.69 cudm
Second class kail wood in planks 10 cudm 1198 190.00 4.17 792.11
Hinges 100 mm size M.S. 10 Nos. 9235 68.00 0.60 40.80
Screws M.S. 25mm 100 Nos. 9236 65.00 0.48 31.20
Sundries (no rates reqd.) Lumpsum 9999 1.00 8.00 8.00
Labour-
Carpenter 2nd class Day 0112 158.00 1.20 189.60
Beldar Day 0114 152.00 1.50 228.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 4.00 4.00
421.60 872.11
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 4.22 8.72
425.82 880.83
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 63.87 132.12
Cost of 1.44 sqm 489.69 1012.96
Cost of 1 sqm Sqm 340.06 703.44 1043.50
072072 Hollock wood or locally available comparable species of country
wood - kiln seasoned & chemically treated
Materials:
Quantity same as per item no.072071 Total=0.04169 cum
Say41.69 cudm
Hollack wood in planks 10 cudm 2505 240.00 4.17 1000.56
Hinges 100 mm size M.S. 10 Nos. 9235 68.00 0.60 40.80
Screws M.S. 25mm 100 Nos. 9236 65.00 0.48 31.20
Kiln seasoning of timber cum 2504 600.00 0.04 25.01

Page 949
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Chemical treatment Lumpsum 9999 1.00 3.50 3.50

Sundries (no rates reqd.) Lumpsum 9999 1.00 8.00 8.00
Labour-
Carpenter 2nd class Day 0112 158.00 1.20 189.60
Beldar Day 0114 152.00 1.50 228.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 4.00 4.00
421.60 67.71
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 4.22 0.68
425.82 68.39
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 63.87 10.26
Cost of 1.44 sqm 489.69 78.65
Cost of 1 sqm Sqm 340.06 54.62 394.68
072080 Providing and fixing 35mm thick framed, ledged, braced and
battened door and window shutters (battens 12mm thick) including
bright finished or/ and black enamelled iron hinges with necessary
screws, with :
072081 Kail, venteak, pillamarudhu or locally available comparable species
of good country wood
Detail of cost for 192.00cmx65cm=1.25 sqm
Materials:
Styles=2nosx192cmx75mmx35 mm=0.01008 cum
Top rail 1nosx65cmx75mmx35 mm =0.00171 cum
Lock and bottom rail
2x65cmx150mmx35 mm =0.00683 cum
Battens=4nosx77.25mmx50mmx12mm=0.00093 cum
Braces=2nosx92cmx100mmx12mm=0.00221 cum
Add wastage @ 10%=0.00218 cum Total=0.02394 cum 10 cudm 1198 190.00 2.35 446.31
Say=23.94cudm
Hinges 100 mm size M.S. 10 Nos. 9235 68.00 3.00 204.00
Screws M.S. 25mm 100 Nos. 9236 65.00 0.24 15.60
Sundries (no rates reqd.) Lumpsum 9999 1.00 8.00 8.00
Labour-
Carpenter 2nd class Day 0112 158.00 1.00 158.00
Beldar Day 0114 152.00 0.33 50.67
Sundries (no rates reqd.) Lumpsum 9999 1.00 4.00 4.00
212.67 673.91
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 2.13 6.74
214.79 680.65
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 32.22 102.10
Cost of 1.25 sqm 247.01 782.75
Cost of 1 sqm Sqm 197.61 626.20 823.81

Page 950
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

072082 Hollock wood or locally available comparable species of country Sqm

wood - kiln seasoned & chemically treated
Quantity same as per item no.7.10.1 Total=0.02394 cum
Say=23.94cudm
Hollack wood in planks 10 cudm 2505 240.00 2.35 563.76
Hinges 100 mm size M.S. 10 Nos. 9235 68.00 3.00 204.00
Screws M.S. 25mm 100 Nos. 9236 65.00 0.24 15.60
Kiln seasoning of timber cum 2504 600.00 0.02 14.36
Chemical treatment Lumpsum 9999 1.00 3.50 3.50
Sundries (no rates reqd.) Lumpsum 9999 1.00 8.00 8.00
Labour-
Carpenter 2nd class Day 0112 158.00 1.00 158.00
Beldar Day 0114 152.00 0.33 50.66
Sundries (no rates reqd.) Lumpsum 9999 1.00 4.00 4.00
212.66 809.22
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 2.13 8.09
214.79 817.32
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 32.22 122.60
Cost of 1.25 sqm 247.01 939.91
Cost of 1 sqm Sqm 197.61 751.93 949.54
072090 Providing and fixing wire gauge shutter using galvanized M.S. wire
gauge of average width of aperture 1.4mm with wire of dia 0.63mm
for doors, windows and clerestory windows including ISI marked
bright finished or black enamelled M.S. butt hinges with necessary
screws
072091 2nd class teak wood.35mm thick
Details of cost for door shutters
2.00x1.08 m=2.16 sqm
Materials:
Teak wood (1st class )
Styles 4x200x9.5x3.5 cm=0.0266 cum
Top rail 1x110.5x9.5x3.5 cm =0.0036 cum
Lock and bottom rail
2x110.5x19.7x3.5 cm =0.0152 cum
Beadings (2x312+2x150)x (1.2) cm=0.001 cum
Total =0.0464 cum Add for wastage @10%=0.005 cum Grand Total 10 cudm 1190 550.00 5.14 2827.00
=0.0514 cum Say 51.4 cudm
Wire guage 2x160x40 cm=1.28 sqm Add wastage @ 10% =0.13 Sqm 7029 170.00 1.41 239.70
sqm Total=1.41 sqm
M.S.butt hinges 100x58x1.9 mm 10 Nos 0595 83.95 0.60 50.37
M.S.butt hinges 50x37x1.5 mm 10 Nos 0597 70.00 0.20 14.00

Page 951
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

M.S. brass screws 40 mm 100 Nos. 0637 42.00 0.48 20.16

M.S. brass screws 20 mm 100 Nos. 0640 25.00 0.08 2.00
Carriage of timber LS 0 0.00 0.00 0.00
Labour-
Carpenter 1st class each 0111 168.00 1.30 218.40
Carpenter 2nd class each 0112 158.00 0.90 142.20
Beldar each 0114 152.00 1.05 159.60
Mistry each 0130 158.00 0.15 23.70
Sundries (no rates reqd.) Lumpsum 9999 1.00 33.80 33.80
577.70 3153.23
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 5.78 31.53
583.48 3184.76
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 87.52 477.71
Cost of 2.16 sqm 671.00 3662.48
Cost of 1 sqm Sqm 310.65 1695.59 2006.24
072092 2nd class teak wood 30mm thick
Detail of cost for door shutter 2.00x1.08m=2.16 sqm
Materials:
Teak wood (2nd class )
Styles 4x209x9.5x3 cm =0.023
Top rail 1x110.5x9.5x3 cm=0.003 cum
Lock and bottom rail 2x110.5x19.7x3 cm =0.013 cum
Beadings (2x312+2x150)x(1.2)2 cm =0.01 cum
Total =0.040 Add for Wastage @10% =0.044 cum Total =0.044 10 cudm 1190 550.00 4.40 2420.00
cum Say 44 cudm
Carriage of timber LS 0 0.00 0.00 0.00
Wire guage 2x160x40 cm=1.28 sqm Add wastage @ 10% =0.13 Sqm 7029 170.00 1.41 239.70
sqm Total=1.41 sqm
Iron fittings
Stainless steel butt hinges (heavy weight) 75x50x2.5 mm IS : 12817 10 nos. 8221 210.00 0.60 126.00
marked
Stainless steel screws 40 mm 100 nos. 8211 150.00 0.48 72.00
Labour-
Carpenter 1st class each 0111 168.00 1.20 201.60
Carpenter 2nd class each 0112 158.00 0.80 126.40
Beldar each 0114 152.00 1.00 152.00
Mistry each 0130 158.00 0.10 15.80
Sundries (no rates reqd.) Lumpsum 9999 1.00 33.80 33.80
529.60 2857.70
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 5.30 28.58
534.90 2886.28

Page 952
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 80.23 432.94
Cost of 2.16 sqm 615.13 3319.22
Cost of 1 sqm Sqm 284.78 1536.68 1821.46
072093 Hollock wood or locally available comparable species of country
wood - kiln seasoned & chemically treated - 35mm thick
Detail of cost for door shutter 2.00x1.08m=2.16 sqm
Materials:
Qty same as per item no.072091 Grand Total =0.0514 cum Say
51.4 cudm
Hollack wood in planks 10 cudm 2505 240.00 5.14 1233.60
Carriage of timber LS 0 0.00 0.00 0.00
Kiln seasoning of timber cum 2504 600.00 0.05 30.84
Chemical treatment 1 time 9999 1.00 8.97 8.97
Wire guage 2x160x40 cm=1.28 sqm Add wastage @ 10% =0.13 Sqm 7029 170.00 1.41 239.70
sqm Total=1.41 sqm
Fittings,carriage,hinges,screws etc.
M.S.butt hinges 100x58x1.9 mm 10 Nos 0595 83.95 0.60 50.37
50x37x1.5 mm 10 Nos 0597 70.00 0.20 14.00
M.S. brass screws 40 mm 100 Nos. 0637 42.00 0.48 20.16
20 mm 100 Nos. 0640 25.00 0.08 2.00
Labour-
Carpenter 1st class each 0111 168.00 1.30 218.40
Carpenter 2nd class each 0112 158.00 0.90 142.20
Beldar each 0114 152.00 1.05 159.60
Mistry each 0130 158.00 0.11 16.59
Sundries 1 time 9999 1.00 33.80 33.80
570.59 1599.64
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 5.71 16.00
576.30 1615.64
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 86.44 242.35
Cost of 2.16 sqm 662.74 1857.98
Cost of 1 sqm Sqm 306.82 860.18 1167.00
072094 Locally available comparable species of country wood - kiln
seasoned & chemically treated - 30mm thick
Detail of cost for door shutter 2.00x1.08m=2.16 sqm
Materials:
Hollock wood (1st class)
Qty same as per item no.7.11.2
Total =0.044 cum Say 44 cudm 10 cudm 2505 240.00 4.40 1056.00
Carriage of timber LS 0 0.00 0.00 0.00
Kiln seasoning of timber cum 2504 600.00 0.04 26.40

Page 953
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Chemical treatment Lumpsum 9999 1.00 8.97 8.97

Wire guage 2x160x40 cm=1.28 sqm Add wastage @ 10% =0.13 Sqm 7029 170.00 1.41 239.70
sqm Total=1.41 sqm
Iron fittings
Stainless steel butt hinges (heavy weight) 75x50x2.5 mm IS : 12817 10 nos. 8221 210.00 0.60 126.00
marked
Stainless steel screws 40 mm 100 nos. 8211 150.00 0.20 30.00
Labour-
Carpenter 1st class Day 0111 168.00 1.20 201.60
Carpenter 2nd class Day 0112 158.00 0.80 126.40
Beldar Day 0114 152.00 0.95 144.40
Mistry Day 0130 158.00 0.08 12.64
Sundries (no rates reqd.) Lumpsum 9999 1.00 33.80 33.80
518.84 1487.07
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 5.19 14.87
524.03 1501.94
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 78.60 225.29
Cost of 2.16 sqm 602.63 1727.23
Cost of 1 sqm Sqm 279.00 799.64 1078.64
072095 Kail, venteak, pillamarudhu or locally available comparable species
of good country wood - 35mm thick Kail wood
Detail of cost for door shutter 2.00x1.08m=2.16 sqm
Materials:
Deodar wood (2nd class)
Qty same as per item no.7.11.1
Grand Total =0.0514 cum Say 51.4 cudm 10 cudm 1198 190.00 5.14 976.60
Wire guage 2x160x40 cm=1.28 sqm Add wastage @ 10% =0.13 Sqm 7029 170.00 1.41 239.70
sqm Total=1.41 sqm
M.S.butt hinges 100x58x1.9 mm 10 Nos 0595 83.95 0.60 50.37
M.S.butt hinges 50x37x1.5 mm 10 Nos 0597 70.00 0.20 14.00
M.S. brass screws 40 mm 100 Nos. 0637 42.00 0.48 20.16
M.S. brass screws 20 mm 100 Nos. 0640 25.00 0.08 2.00
Carriage of timber LS 0 0.00 0.05 0.00
Labour-
Carpenter 1st class Day 0111 168.00 1.30 218.40
Carpenter 2nd class Day 0112 158.00 0.90 142.20
Beldar Day 0114 152.00 1.05 159.60
Mistry Day 0130 158.00 0.15 23.70
Sundries (no rates reqd.) Lumpsum 9999 1.00 33.80 33.80
577.70 1302.83
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 5.78 13.03

Page 954
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

583.48 1315.86
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 87.52 197.38
Cost of 2.16 sqm 671.00 1513.24
Cost of 1 sqm Sqm 310.65 700.57 1011.22
072100 Extra over Item 072090 for providing SS wire gauge instead of
Galvanised MS wire gauge
Details of cost for 1 sqm of door area
SS Wire gauge Sqm 9643 310.00 1.00 310.00
Galvanised wire mesh of average width of aperture 1.4 mm and Sqm 7029 170.00 -1.00 -170.00
nominal dia of wire 0.63 mm
140.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 1.40
141.40
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 21.21
cost for 1 sqm of door area Sqm 162.61 0.00 162.61
072110 Deduct from Item no 072020 & 072090 if fixed shutters (without
hinges) are provided instead of openable shutters for doors,
windows or clerestory windows
Details of cost for 2.16 sqm of doorshutters as in given item
Bright finished or black enameled mild steel butt hinges 1 00 x 58 x 10 Nos 0595 83.95 0.60 50.37
1.90 mm
Bright finished or black enameled mild steel butt hinges 50 x 37 x 10 Nos 0597 70.00 0.20 14.00
1.50 mm
Bright finished or black enameled mild steel screws 40 mm 100 Nos. 0637 42.00 0.48 20.16
Bright finished or black enameled mild steel screws 20 mm 100 Nos. 0640 25.00 0.08 2.00
86.53
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.87
87.40
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 13.11
cost for 2.16 sqm of door area 100.50
cost per sqm Sqm 46.53 0.00 46.53
072120 Extra for providing ISI marked stainless steel butt hinges instead of
black enamelled M.S. butt hinges with necessary screws. (Shutter
area to be measured)
072121 For 35mm thick shutters
Details of cost for 2.16 sqm of doorshutters as in given item
Stainless steel butt hinges (heavy weight) 100x60x2.5 mm IS : 10 nos. 8220 294.00 0.60 176.40
12817 marked
Stainless steel butt hinges 50x37x1.5 mm IS : 12817 marked 10 nos. 8218 112.00 0.20 22.40
Stainless steel screws 40 mm 100 nos. 8211 150.00 0.48 72.00
Stainless steel screws 20 mm 100 nos. 8214 60.00 0.08 4.80

Page 955
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Bright finished or black enameled mild steel butt hinges 1 00 x 58 x 10 Nos 0595 83.95 -0.60 -50.37
1.90 mm
Bright finished or black enameled mild steel butt hinges 50 x 37 x 10 Nos 0597 70.00 -0.20 -14.00
1.50 mm
Bright finished or black enameled mild steel screws 40 mm 100 Nos. 0637 42.00 -0.48 -20.16
Bright finished or black enameled mild steel screws 20 mm 100 Nos. 0640 25.00 -0.08 -2.00
189.07
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 1.89
190.96
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 28.64
cost for 2.16 sqm of door area 219.60
cost per sqm Sqm 101.67 0.00 101.67
072122 For 30mm thick shutters
Details of cost for 2.16 sqm of doorshutters as in given item
Stainless steel butt hinges (heavy weight) 75x50x2.5 mm IS : 12817 10 nos. 8221 210.00 0.60 126.00
marked
Stainless steel screws 40 mm 100 nos. 8211 150.00 0.48 72.00
Bright finished or black enameled mild steel butt hinges 1 00 x 58 x 10 Nos 0595 83.95 -0.60 -50.37
1.90 mm
Bright finished or black enameled mild steel screws 40 mm 100 Nos. 0637 42.00 -0.48 -20.16
127.47
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 1.27
128.74
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 19.31
cost for 2.16 sqm of door area 148.06
cost per sqm Sqm 68.54 0.00 68.54
072123 For 25mm thick shutters
Details of cost for 2.16 sqm of doorshutters as in given item
Stainless steel butt hinges (heavy weight) 75x50x2.5 mm IS : 12817 10 nos. 8221 210.00 0.40 84.00
marked
Stainless steel screws 40 mm 100 nos. 8211 150.00 0.32 48.00
Bright finished or black enameled mild steel butt hinges 1 00 x 58 x 10 Nos 0595 83.95 -0.40 -33.58
1.90 mm
Bright finished or black enameled mild steel screws 40 mm 100 Nos. 0637 42.00 -0.32 -13.44
84.98
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.85
85.83
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 12.87
cost for 2.16 sqm of door area 98.70
cost per sqm Sqm 45.70 0.00 45.70

Page 956
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

072130 Extra for providing ISI marked bright finished brass butt hinges with
screws instead of black enamelled M.S. butt hinges with necessary
screws. (Shutter area to be measured)

072131 For 35mm thick shutters

Details of cost for 2.16 sqm of doorshutters as in given item
Brass butt hinges (light/ordinary type) : 100x70x4 mm 10 Nos 0379 690.00 0.60 414.00
Brass butt hinges (light/ordinary type) : 50x40x2.5 mm 10 Nos 0381 162.50 0.20 32.50
Brass screws 40 mm 100 Nos. 0450 142.50 0.48 68.40
Brass screws 20 mm 100 Nos. 0453 78.95 0.08 6.32
Bright finished or black enameled mild steel butt hinges 1 00 x 58 x 10 Nos 0595 83.95 -0.60 -50.37
1.90 mm
Bright finished or black enameled mild steel butt hinges 75 x 47 x 10 Nos 0596 43.55 -0.20 -8.71
1.70 mm
Bright finished or black enameled mild steel screws 40 mm 100 Nos. 0637 42.00 -0.48 -20.16
Bright finished or black enameled mild steel screws 20 mm 100 Nos. 0640 25.00 -0.08 -2.00
439.98
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 4.40
444.38
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 66.66
cost for 2.16 sqm of door area 511.03
cost per sqm Sqm 236.59 0.00 236.59
072132 For 30mm thick shutters
Details of cost for 2.16 sqm of doorshutters as in given item
Brass butt hinges (light/ordinary type) : 75x40x2.5 mm 10 Nos 0380 235.00 0.60 141.00
Brass butt hinges (light/ordinary type) : 50x40x2.5 mm 10 Nos 0381 162.50 0.20 32.50
Brass screws 40 mm 100 Nos. 0450 142.50 0.48 68.40
Brass screws 20 mm 100 Nos. 0453 78.95 0.08 6.32
Bright finished or black enameled mild steel butt hinges 1 00 x 58 x 10 Nos 0595 83.95 -0.60 -50.37
1.90 mm
Bright finished or black enameled mild steel butt hinges 75 x 47 x 10 Nos 0596 43.55 -0.20 -8.71
1.70 mm
Bright finished or black enameled mild steel screws 40 mm 100 Nos. 0637 42.00 -0.48 -20.16
Bright finished or black enameled mild steel screws 20 mm 100 Nos. 0640 25.00 -0.08 -2.00
166.98
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 1.67
168.65
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 25.30
cost for 2.16 sqm of door area 193.94
cost per sqm Sqm 89.79 0.00 89.79

Page 957
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Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

072140 Providing and fixing to IS: 2202 Part-1 marked flush door shutter
decorative type, core of block board construction with frame of 1st
class hard wood and well matched teak 3ply veneering with vertical
grains or cross bands and face veneers on both faces of shutters

072141 35mm thick including ISI marked stainless steel butt hinges with
necessary screws
Details of cost for 2.2 sqm
Materials:
35 mm thick door shutters 1 sqm 0713 1180.00 2.20 2596.00
Carriage of door 1 time 9999 1.00 0.00 0.00
Fittings-For a door 2.2x1.0m=2.2 sqm
Stainless steel butt hinges (heavy weight) 100x60x2.5 mm IS : 10 nos. 8220 294.00 0.60 176.40
12817 marked
Stainless steel screws 40 mm 100 nos. 8211 150.00 0.48 72.00
Labour-
For fixing shutter and fittings to a door 2.2x1.0m=2.20 sqm
Carpenter (average) Day 0156 158.00 0.55 86.90
Beldar Day 0114 152.00 0.55 83.60
170.50 2844.40
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 1.71 28.44
172.21 2872.84
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 25.83 430.93
Cost of 2.2 sqm 198.04 3303.77
Cost of 1 sqm Sqm 90.02 1501.71 1591.73
072142 30mm thick including ISI marked stainless steel butt hinges with
necessary screws
Details of cost for 2.2 sqm
Materials:
30 mm thick door shutters 1 sqm 0714 1100.00 2.20 2420.00
Carriage of door Lumpsum 9999 1.00 0.00 0.00
Fittings-For a door 2.2x1.0m=2.2 sqm
Stainless steel butt hinges (heavy weight) 100x60x2.5 mm IS : 10 nos. 8220 294.00 0.60 176.40
12817 marked
Stainless steel screws 40 mm 100 nos. 8211 150.00 0.48 72.00
Labour-
For fixing shutter and fittings to a door 2.2x1.0m=2.20 sqm
Carpenter (average) Day 0156 158.00 0.55 86.90
Beldar Day 0114 152.00 0.55 83.60
170.50 2668.40
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 1.71 26.68

Page 958
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

172.21 2695.08
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 25.83 404.26
Cost of 2.2 sqm 198.04 3099.35
Cost of 1 sqm Sqm 90.02 1408.79 1498.81
072143 25mm thick (for cupboard) including ISI marked nickel plated bright
finished M.S. piano hinges IS: 3818 marked with necessary screws

Details of cost for 2.2 sqm

Materials:
25 mm thick cupboard shutters 1 sqm 0715 1025.00 2.20 2255.00
Carriage of door Lumpsum 9999 1.00 0.00 0.00
Fittings-For a door 2.2x1.0m=2.2 sqm
1 mm thick 35 mm wide Mild Steel piano hinges finished with nickle metre 0608 31.75 4.40 139.70
plating
Screws 100 Nos. 0639 27.00 1.25 33.75
Labour-
Carpenter (average) Day 0156 158.00 0.55 86.90
Beldar Day 0114 152.00 0.55 83.60
Same as per item no. 7.16.1 170.50 2428.45
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 1.71 24.28
172.21 2452.73
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 25.83 367.91
Cost of 2.2 sqm 198.04 2820.64
Cost of 1 sqm Sqm 90.02 1282.11 1372.13
072150 Providing and fixing flush door shutters to IS: 2202 Part-I non-
decorative type, core of block board construction with frame of 1st
class hard wood and well matched commercial 3ply veneering with
vertical grains or cross bands and face veneers on both faces of
shutters
072151 35mm thick including ISI marked stainless steel butt hinges with
necessary screws
Details of cost for 2.2 sqm
Materials:
35 mm thick door shutters 1 sqm 0717 680.00 2.20 1496.00
Carriage of door Lumpsum 9999 1.00 0.00 0.00
Stainless steel butt hinges (heavy weight) 100x60x2.5 mm IS : 10 nos. 8220 294.00 0.60 176.40
12817 marked
Stainless steel screws 40 mm 100 nos. 8211 150.00 0.48 72.00
Labour-
Carpenter (average) Day 0156 158.00 0.55 86.90
Beldar Day 0114 152.00 0.55 83.60

Page 959
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

170.50 1744.40
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 1.71 17.44
172.21 1761.84
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 25.83 264.28
Cost of 2.2 sqm 198.04 2026.12
Cost of 1 sqm Sqm 90.02 920.96 1010.98
072152 30mm thick including ISI marked stainless steel butt hinges with
necessary screws
Details of cost for 2.2 sqm
Materials:
30 mm thick door shutters 1 sqm 0718 650.00 2.20 1430.00
Carriage of door LS 9999 1.00 0.00 0.00
Stainless steel butt hinges (heavy weight) 100x60x2.5 mm IS : 10 nos. 8220 294.00 0.60 176.40
12817 marked
Stainless steel screws 40 mm 100 nos. 8211 150.00 0.48 72.00
Labour-
Carpenter (average) Day 0156 158.00 0.55 86.90
Beldar Day 0114 152.00 0.55 83.60
170.50 1678.40
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 1.71 16.78
172.21 1695.18
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 25.83 254.28
Cost of 2.2 sqm 198.04 1949.46
Cost of 1 sqm Sqm 90.02 886.12 976.14
072153 25mm thick (for cupboard) including ISI marked nickel plated bright
finished M.S. piano hinges with necessary screws
Details of cost for 2.2 sqm
Materials:
25 mm thick cupboard shutters 1 sqm 0719 630.00 2.20 1386.00
Carriage of door Lumpsum 9999 1.00 0.00
1 mm thick 35 mm wide Mild Steel piano hinges finished with nickle metre 0608 31.75 4.40 139.70
plating
Bright finished or black enameled mild steel screws 25 mm 100 Nos. 0639 27.00 1.25 33.75
Labour-
Carpenter (average) Day 0156 158.00 0.55 86.90
Beldar Day 0114 152.00 0.55 83.60
170.50 1559.45
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 1.71 15.59
172.21 1575.04
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 25.83 236.26
Cost of 2.2 sqm 198.04 1811.30

Page 960
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Cost of 1 sqm Sqm 90.02 823.32 913.33

072160 Extra for providing and fixing flush doors with teak veneering on one
side in item No.072150
Details of cost for 1 sqm
Materials:
Extra for providing teak veneering on one side instead of Sqm 7307 230.00 1.00 230.00
commercial veneering
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 2.30
232.30
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 34.85
Cost of 1 sqm Sqm 267.15 267.15
072170 Extra for providing lipping with 2nd class teak wood battens 25mm
minimum depth on all edges of shutters (overall area of door
shutters to be measured)
Details of cost for 1sqm of door area
Door area sqm of 0752 280.00 1.00 280.00
door area
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 2.80
282.80
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 42.42
Cost for one sqm of door area Sqm 325.22 325.22
072180 Extra for providing vision panel not exceeding 0.1 sqm in all type of
flush door shutters including providing and fixing glass panes in the
panel. area of vision panel to be measured
072181 Rectangular or square
Details of cost for 1 sqm of door area

Square vision panel in Block board construction flush door Sqm of 0753 90.00 1.00 90.00
door area
90.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.90
90.90
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 13.64
Cost of 1 sqm of vision panel Sqm 104.54 104.54
072182 Circular
Cost per panel
Circular vision panel in Block board construction flush door Sqm of 0754 125.00 1.00 125.00
door area
125.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 1.25
126.25

Page 961
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 18.94
Cost of 1 sqm of vision panel Sqm 145.19 145.19
072190 Extra if louvers (not exceeding 0.2Sqm) are provided in flush door
shutters (overall area of door shutters to be measured)
072191 (a) In 2nd class teak wood

Details of cost for 1sqm of door area

Decorative type Louvers in second class teak wood sqm of 9237 330.00 1.00 330.00
door area
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 3.30
333.30
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 50.00
Cost for one sqm of door area Sqm 383.30 383.30
072192 (b) In commercial quality timber
Details of cost for 1sqm of door area
Decorative type Louvers in commercial quality timber sqm of 9238 260.00 1.00 260.00
door area
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 2.60
262.60
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 39.39
Cost for one sqm of door area Sqm 301.99 301.99
072200 Extra for cutting rebate in flush door shutters (total area of the
shutters to be measured)
Details of cost for 1sqm of door area
Door area sqm of 0757 60.00 1.000 60.00
door area
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.60
60.60
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 9.09
Cost for one sqm of door area Sqm 69.69 69.69
072210 Providing and fixing magic eye piece 25mm size in all type of door
shutters
Details of cost of 1 eye piece per door
Bright finish brass magic eye piece 25mm size Each 9239 225.00 1.000 225.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 2.25
227.25
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 34.09
Cost of each Each 261.34 261.34
Shutters With Cupboard etc.

Page 962
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

073010 Providing and fixing 25mm thick panelled or panelled and glazed
shutters for cup board etc. including ISI marked black enamelled
MS butt hinges with necessary screws (Panelling & glazing with
4mm float glass)
073011 Second class teak wood
Details of cost for shutters of a cub -board(half glazed asd half
panelled)
Materials:
Styles-4x200x8.0x2.5 =0.016 cum
Rails
Top rail-1x110.5x8.0x2.5=0.0022 cum
Lock and bottom rail-2x110.5x8.0x2.5= 0.0044 cum
Panels- 2x48x41x1.6=0.006 cum
Shas bars-
2x114x3.8x2.5 =0.003 cum
6x48x3.8x2.5 cm=0.003 cum
Beading-16x92x1.4x1.2 cm=0.002
Total= 0.0366 Add for 10% wastage=0.0037 cum Grand total 10 cudm 1190 550.00 4.00 2200.00
=0.0403 cum Say 40 cudm
0 LS 0 0.00 0.00
Glasses (10 kg/sqm) 4.0 mm thick sqm 2406 350.00 0.99 346.50
Fittings-
Bright finished or black enameled mild steel butt hinges 75 x 47 x 10 Nos 0596 43.55 0.60 26.13
1.70 mm
Bright finished or black enameled mild steel screws 30 mm 100 Nos. 0638 34.00 0.48 16.32
Float glass sheet of nominal thickness 4 mm (weight not less than Sqm 2406 350.00 0.99 346.50
10kg/sqm)
Labour-
Carpenter 1st class each 0111 168.00 2.40 403.20
Glazier each 0119 158.00 0.18 28.44
Beldar each 0114 152.00 0.77 117.04
Sundries (no rates reqd.) Lumpsum 9999 1.00 40.43 40.43
589.11 2935.45
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 5.89 29.35
595.00 2964.80
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 89.25 444.72
Cost of 2.16 sqm 684.25 3409.53
Cost of 1 sqm Sqm 316.78 1578.48 1895.27
073020 Providing and fixing 25mm thick glazed shutters for cup board etc.
including ISI marked black stone enamelled MS hinges with
necessary screws including glazed panels with 4mm float glass

Page 963
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

073021 Second class teak wood

Details of cost for shutters of a cub -board(half glazed asd half
panelled)
Materials:
Teak wood (2nd class)
Styles 4x2.00m=8.00m
Rails 3x1.105m=3.315m Total=11.315m
11.315x0.08x0.025 = 0.023 cum
Panels-2x0.48x0.41x0.016 =0.006 cum
Sash bars 2x1.14 =2.28
6x0.48=2.88 total=5.16
5.16x0.038x0.025 = 0.005 cum
Beading-16x0.92x0.014x0.012 = 0.002 cum
Total=0.036 cum Add wastage @10%=0.004 cum Say 40 cudm 10 cudm 1190 550.00 4.00 2200.00
Carriage of timber LS 0 0.00 0.00
Iron hinges 75x47x1.70 mm ten 0596 43.55 0.60 26.13
Screws 30 mm cent 0638 34.00 0.48 16.32
Float glass sheet of nominal thickness 4 mm (weight not less than Sqm 2406 350.00 0.99 346.50
10kg/sqm)
Labour-
Carpenter (average) each 0156 158.00 2.40 379.20
Beldar each 0114 152.00 0.77 117.04
Glazier each 0119 158.00 0.18 28.44
Sundries (no rates reqd.) 1 time 9999 1.00 40.43 40.43
565.11 2588.95
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 5.65 25.89
570.76 2614.84
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 85.61 392.23
Cost of 2.16 sqm 656.38 3007.07
Cost of 1 sqm Sqm 303.88 1392.16 1696.04
073030 Providing and fixing 25mm thick cup board shutters , with Sqm
prelaminated flat pressed 3 layer particle board conforming to IS
12823 -Grade I, having one side decorative lamination of approved
shade and other side balancing lamination including second class
teak wood lipping 25x12mm thick with necessary screws and nickel
plated bright finished MS piano hinges complete

Details of cost for shutters of a cupboard 200x108cm=2.16sqm

Materials:

Page 964
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Prelaminated particle board with one side decorative and other side Sqm 7479 810.00 4.00 3240.00
balancing lamination, flat three layer & graded (medium density)
Grade I, Type II conforming to IS :12823 (exterior grade) 25 mm
thick
Carriage of timber LS 0 0.00 0.00 0.00
Bright finished or black enameled mild steel butt hinges 75 x 47 x 10 Nos 0596 43.55 0.60 26.13
1.70 mm
Bright finished or black enameled mild steel screws 30 mm 100 Nos. 0638 34.00 0.48 16.32
Labour-
Carpenter (average) Day 0156 158.00 2.40 379.20
Beldar Day 0114 152.00 0.77 117.04
Glazier Day 0119 158.00 0.18 28.44
Sundries (no rates reqd.) Lumpsum 9999 1.00 40.43 40.43
565.11 3282.45
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 5.65 32.82
570.76 3315.27
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 85.61 497.29
Cost of 2.16 sqm 656.38 3812.57
Cost of 1 sqm Sqm 303.88 1765.08 2068.95
073040 Providing and fixing 25mm thick cup board shutters , with veneered
particle board conforming to IS 3097 - Grade1 of approved make
including second class teak wood lipping 25x12mm thick with
necessary screws and nickel plated bright finished MS piano hinges
complete
073041 With teak veneering on one side and commercial veneering on
other side
Details of cost for shutters of a cupboard 200x108cm=2.16sqm
Materials:
Veneered particle board with one side teak veneering and other Sqm 7473 990.00 4.00 3960.00
side commercial veneering 25 mm thick
Bright finished or black enameled mild steel butt hinges 75 x 47 x 10 Nos 0596 43.55 0.60 26.13
1.70 mm
Bright finished or black enameled mild steel screws 30 mm 100 Nos. 0638 34.00 0.48 16.32
Labour-
Carpenter (average) Day 0156 158.00 2.40 379.20
Beldar Day 0114 152.00 0.77 117.04
Glazier Day 0119 158.00 0.18 28.44
Sundries (no rates reqd.) Lumpsum 9999 1.00 40.43 40.43
565.11 4002.45
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 5.65 40.02
570.76 4042.47

Page 965
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Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 85.61 606.37
Cost of 2.16 sqm 656.38 4648.85
Cost of 1 sqm Sqm 303.88 2152.24 2456.12
073042 With commercial veneering on both sides
Details of cost for shutters of a cupboard 200x108cm=2.16sqm
Materials:
Veneered particle board with commercial veneering on both sides Sqm 7470 680.00 4.00 2720.00
25 mm thick
Bright finished or black enameled mild steel butt hinges 75 x 47 x 10 Nos 0596 43.55 0.60 26.13
1.70 mm
Bright finished or black enameled mild steel screws 30 mm 100 Nos. 0638 34.00 0.48 16.32
Labour-
Carpenter (average) Day 0156 158.00 2.40 379.20
Beldar Day 0114 152.00 0.77 117.04
Glazier Day 0119 158.00 0.18 28.44
Sundries (no rates reqd.) Lumpsum 9999 1.00 40.43 40.43
565.11 2762.45
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 5.65 27.62
570.76 2790.07
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 85.61 418.51
Cost of 2.16 sqm 656.38 3208.59
Cost of 1 sqm Sqm 303.88 1485.46 1789.33
073050 Extra if ISI marked anodised aluminium butt hinges with necessary
screws are used in place of ISI marked black enamelled MS butt
hinges with necessary screws
Details of cost for shutters of a cupboard 200x108cm=2.16sqm
Materials:
Anodised Aluminium butt hinges 100x63x4 mm 10 Nos. 0691 370.00 0.60 222.00
Stainless steel screws 40 mm 100 nos. 8211 150.00 0.48 72.00
Oxidised mild steel butt hinges 100x58x1.90 mm 10 Nos. 0643 88.50 -0.60 -53.10
Bright finished or black enameled mild steel screws 40 mm 100 Nos. 0637 42.00 -0.48 -20.16
220.74
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 2.21
222.95
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 33.44
Cost of 2.16 sqm 256.39
Cost of 1 sqm Sqm 118.70 118.70
MISCELLANEOUS – WOOD WORK :
074010 Providing 50x50x50mm 2nd class teak wood plugs including cutting
brick work and fixing in cement mortar 1:3 (1cement: 3fine sand)
and making good the walls etc.

Page 966
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Details of cost for 100 nos

Materials:
Teak wood (2nd) class 100x (50)3 mm =0.0215
Add wastage @ 10% =0.0013 cum Total=0.0138 Say 14 cudm 10 cudm 1189 530.00 1.40 742.00
Carriage of timber LS 0 0.00 0.00 0.00
Cement mortar 1:3 (Rate as per AOR of cement mortar item cum 807.00 0.00 1.61
no.10)
Labour-
Carpenter 2nd class each 0112 158.00 0.75 118.50
Mason (brick layer) 2nd class each 0124 158.00 0.75 118.50
Beldar each 0114 152.00 0.75 114.00
351.00 743.61
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 3.51 7.44
354.51 751.05
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 53.18 112.66
Cost of 100 nos 407.69 863.71
Cost of 1 nos Each 4.08 8.64 12.71
074020 Providing and fixing expandable fastners of specified size with
necessary plastic sleeves and galvanized M.S. screws including
drilling holes in masonry work/ CC/ R.C.C. and making good etc.
complete
074021 25mm long Each
Details of cost of 10 nos
Materials:
Expandable fastener with plastic sleeve and M.S. screws. 25 mm Each 7312 8.50 10.00 85.00
long
Labour for drilling holes and making good etc. and sundries 1 time 9999 1.00 20.80 20.80
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.21 0.85
21.01 85.85
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 3.15 12.88
Cost of 10 nos 24.16 98.73
Cost of 1 nos Each 2.42 9.87 12.29
074022 32mm long Each
Details of cost of 10 nos
Materials:
Expandable fastener with plastic sleeve and M.S. screws 32 mm Each 7313 10.00 10.00 100.00
long
Labour for drilling holes and making good etc. and sundries 1 time 9999 1.00 26.00 26.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.26 1.00
26.26 101.00
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 3.94 15.15

Page 967
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Cost of 10 nos 30.20 116.15

Cost of 1 nos Each 3.02 11.62 14.63
074023 40mm long Each
Details of cost of 10 nos
Materials:
Expandable fastener with plastic sleeve and M.S. screws. 40 mm Each 7314 12.50 10.00 125.00
long
Labour for drilling holes and making good etc. and sundries 1 time 9999 1.00 26.00 26.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.26 1.25
26.26 126.25
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 3.94 18.94
Cost of 10 nos 30.20 145.19
Cost of 1 nos Each 3.02 14.52 17.54
074024 50mm long
Materials:
Expandable fastener with plastic sleeve and M.S. screws. 50 mm Each 7315 16.00 10.00 160.00
long
Labour for drilling holes and making good etc. and sundries 1 time 9999 1.00 26.00 26.00
Add for Water Charges @1% (no rates reqd.) 0.01 0.26 1.60
26.26 161.60
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 3.94 24.24
Cost of 10 nos 30.20 185.84
Cost of 1 nos Each 3.02 18.58 21.60
074030 Providing and fixing 2nd class teak wood plain lining tongued and
grooved, including wooden plugs complete with necessary screws
and priming coat on unexposed surface

074031 25mm thick

Details of cost for 10 sqm
Materials:
Teak wood 2nd class 10x0.25=0.25
Add wastage @10% =0.025 cum
Total=0.275 cum Say 275 cudm 10 cudm 1190 550.00 27.50 15125.00
Extra for selected planks 10 cudm 1238 83.00 27.50 2282.50
Carriage of timber LS 0 0.00 0.00 0.00
Second class teak wood on plugs including cutting brickwork and each 12.71 55.00 699.27 B
fixing in cement mortar 1:3(1 cement:3 fine sand) (Rate as per item
no.074010)
Priming coat (Rate as per AOR Ch12 of item no.121011) sqm 19.08 10.00 190.76 A
Labour-
For planning and fixing

Page 968
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Carpenter 1st class each 0111 168.00 2.15 361.20

Beldar each 0114 152.00 1.62 246.24
Sundries and screws Lumpsum 9999 1.00 53.82 53.82
661.26 17407.50
Add for water charges @ 1% except (B+A) 0.01 6.61 174.08
667.87 17581.58
Add for contractors profit and overhead @10% except (B+A) 0.15 100.18 2637.24
768.05 20218.81
Cost of 10 sqm 21108.84
Cost of 1 sqm Sqm 76.81 2110.88 2187.69
074032 20mm thick
Details of cost for 10 sqm
Materials:
Teak wood 2nd class 10x0.02=0.20
Add wastage @10% =0.02 cum
Total=0.22 cum Say 220 cudm 10 cudm 1190 550.00 22.00 12100.00
Extra for selected planks 10 cudm 1238 83.00 22.00 1826.00
Carriage of timber LS 0 0.00 0.00 0.00
Second class teak wood on plugs including cutting brickwork and each 12.71 55.00 699.27 B
fixing in cement mortar 1:3(1 cement:3 fine sand) (Rate as per item
no.074010)
Priming coat (Rate as per AOR Ch12 of item no.121011) sqm 19.08 10.00 190.76 A
Labour-
Carpenter 1st class Day 0111 168.00 1.08
Carpenter 2nd class Day 0112 158.00 0.80 126.40
Beldar Day 0114 152.00 1.08 164.16
Sundries (no rates reqd.) Lumpsum 9999 1.00 53.82 53.82
344.38 13926.00
Add for water charges @ 1% except (B+A) 0.01 3.44 139.26
347.82 14065.26
Add for contractors profit and overhead @10% except (B+A) 0.15 52.17 2109.79
400.00 16175.05
Cost of 10 sqm 17065.08
Cost of 1 sqm Sqm 40.00 1706.51 1746.51
074033 12mm thick
Details of cost for 10 sqm
Materials:
Teak wood 2nd class 10x0.012=0.120
Add wastage @10% =0.012 cum
Total=0.132 cum Say 132 cudm 10 cudm 1190 550.00 13.20 7260.00

Page 969
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Extra for selected planks of second class teakwood 10 cudm 1231 73.00 13.20 963.60
Carriage of timber LS 0 0.00 0.00 0.00
Second class teak wood on plugs including cutting brickwork and 12.71 55.00 699.27 B
fixing in cement mortar 1:3(1 cement:3 fine sand) (Rate as per item
no.074010)
Priming coat (Rate as per AOR Ch12 of cement concrete item 19.08 10.00 190.76 A
no.121011)
Labour-
Carpenter 1st class Day 0111 168.00 1.08 181.44
Carpenter 2nd class Day 0112 158.00 0.80 126.40
Beldar Day 0114 152.00 1.08 164.16
Sundries (no rates reqd.) Lumpsum 9999 1.00 53.82 53.82
525.82 8223.60
Add for water charges @ 1% except (B+A) 0.01 5.26 82.24
531.08 8305.84
Add for contractors profit and overhead @10% except (B+A) 0.15 79.66 1245.88
610.74 9551.71
Cost of 10 sqm 10441.74
Cost of 1 sqm Sqm 61.07 1044.17 1105.25
074040 Providing and fixing flat pressed 3 layer particle board medium
density exterior grade (Grade-I) (like Novapan, Ecoboard etc.) or
graded wood particle board (like Bhutan Board) IS: 3087 marked, to
frame, backing or studding with screws etc. complete (frame,
backing or studding to be paid separately)

074041 12mm thick

Details of cost for 350x200 cm=7.00 sqm
Materials:
12 mm thick particle board =7.00 sqm
Add wastage @ 5% =0.35 sqm Total=7.35 sqm Sqm 0341 270.00 7.35 1984.50
Carriage of particle board Lumpsum 9999 1.00 0.00 0.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 26.91 26.91
Labour-
Carpenter 2nd class each 0112 158.00 0.90 142.20
Beldar Day 0114 152.00 1.00 152.00
294.20 2011.41
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 2.94 20.11
297.14 2031.52
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 44.57 304.73
Cost of 7 sqm 341.71 2336.25
Cost of 1 sqm Sqm 48.82 333.75 382.57

Page 970
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

074042 18mm thick

Details of cost for 350x200 cm=7.00 sqm
Materials:
18 mm thick particle board
Quantity same as per item no.7.32.1 Sqm 7055 320.00 7.35 2352.00
Carriage of particle board Lumpsum 9999 1.00 0.00 0.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 26.91 26.91
Labour-
Carpenter 2nd class Day 0112 158.00 0.90 142.20
Beldar Day 0114 152.00 1.00 152.00
294.20 2378.91
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 2.94 23.79
297.14 2402.70
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 44.57 360.40
Cost of 7 sqm 341.71 2763.10
Cost of 1 sqm Sqm 48.82 394.73 443.55
074050 Providing & fixing prelaminated particle board with one side
decorative & other side balancing lamination Grade-I, Type-II IS:
12823 marked in shelves with screws and M.S. or aluminium
brackets wherever required, edges to be painted with polyurethene
primer (Brackets to be paid separately)
074051 18mm thick
Details of cost for 4 nos 75x20 cm shelves =0.60 sqm
Materials:
18 mm thick particle board
4x75x20 cm=0.60 sqm
Wastage @ 5%=0.03 Total=0.063 sqm Sqm 7478 750.00 0.63 472.50
Carriage of board Lumpsum 9999 1.00 0.00 0.00
Labour-
Carpenter 2nd class each 0112 158.00 0.11 17.38
Beldar each 0114 152.00 0.06 9.12
Sundries painting edges & screws Lumpsum 9999 1.00 7.80 7.80
34.30 472.50
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.34 4.73
34.64 477.23
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 5.20 71.58
Cost of 0.60 sqm 39.84 548.81
Cost of per sqm Sqm 66.40 914.68 981.08
074052 25mm thick
Details of cost for 4 nos 75x20 cm shelves =0.60 sqm
Materials:

Page 971
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

25 mm thick particle board

Quantity same as per item no.7.33.1 Sqm 7479 810.00 0.63 510.30
Carriage of board Lumpsum 9999 1.00 0.00 0.00
Labour-
Carpenter 2nd class Day 0112 158.00 0.11 17.38
Beldar Day 0114 152.00 0.06 9.12
Sundries painting edges & screws Lumpsum 9999 1.00 7.80 7.80
34.30 510.30
Add for Water Charges @1% (no rates reqd.) 0.01 0.34 5.10
34.64 515.40
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 5.20 77.31
Cost of 0.60 sqm 39.84 592.71
Cost of per sqm Sqm 66.40 987.86 1054.25
074060 Providing and fixing in wall lining flat pressed three layer (medium
density) particle board prelaminated one side decorative lamination
on other side balancing lamination Grade-I, Type-II, IS: 12823
marked including priming coat on unexposed surface, with
necessary fixing arrangement and screws etc. complete
074061 12mm thick
Details of cost for 10 sqm
Materials:
Particle board( three layer medium density)
12 mm thick =10 sqm
Add wastage @ 10%=1sqm Total=11 sqm Sqm 7477 650.00 11.00 7150.00
Carriage of particle board Lumpsum 9999 1.00 0.00 0.00
Sundries & screws Lumpsum 9999 1.00 26.91 26.91
Priming coat (Rate as per AOR Ch12 of cement concrete item sqm 19.08 10.00 190.76 " A"
no.121011)
Labour-
Carpenter 2nd class Day 0112 158.00 1.28 202.24
Beldar Day 0114 152.00 1.43 217.36
Rawl plug 50 mm (designation 10 no.) cent 7048 45.00 55.00 2475.00
2894.60 7176.91
Add for water charges @ of 1% on all except on" A" 0.01 28.95 71.77
2923.55 7248.68
Add for contractors profit and overhead @10% on all except on" A" 0.15 438.53 1087.30
3362.08 8335.98
Cost of 10 sqm 8526.75
Cost of 1 sqm Sqm 336.21 852.67 1188.88

074062 18mm thick

Page 972
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Details of cost for 10 sqm

Materials:
Particle board( three layer medium density)
18 mm thick =10 sqm
Add wastage @ 10%=1sqm Total=11 sqm Sqm 7478 750.00 11.00 8250.00
Carriage of particle board Lumpsum 9999 1.00 0.00 0.00
Sundries & screws Lumpsum 9999 1.00 26.91 26.91
Priming coat (Rate as per AOR Ch12 of cement concrete item sqm 0 19.08 10.00 190.76 " A"
no.121011)
Labour-
Carpenter 2nd class Day 0112 158.00 1.28 202.24
Beldar Day 0114 152.00 1.43 217.36
Rawl plug 50 mm (designation 10 no.) Each 7048 45.00 55.00 2475.00
2894.60 8276.91
Add for water charges @ of 1% on all except on" A" 0.01 28.95 82.77
2923.55 8359.68
Add for contractors profit and overhead @10% on all except on" A" 0.15 438.53 1253.95
3362.08 9613.63
Cost of 10 sqm 9804.40
Cost of 1 sqm Sqm 336.21 980.44 1316.65
074063 25mm thick
Details of cost for 10 sqm
Materials:
Particle board( three layer medium density)
25 mm thick =10 sqm
Add wastage @ 10%=1sqm Total=11 sqm Sqm 7479 810.00 11.00 8910.00
Carriage of particle board Lumpsum 9999 1.00 0.00 0.00
Sundries & screws Lumpsum 9999 1.00 26.91 26.91
Priming coat (Rate as per AOR Ch12 of cement concrete item 19.08 10.00 190.76 " A"
no.121011)
Labour-
Carpenter 2nd class Day 0112 158.00 1.28 202.24
Beldar Day 0114 152.00 1.43 217.36
Rawl plug 50 mm (designation 10 no.) Each 7048 45.00 55.00 2475.00
2894.60 8936.91
Add for water charges @ of 1% on all except on" A" 0.01 28.95 89.37
2923.55 9026.28
Add for contractors profit and overhead @10% on all except on" A" 0.15 438.53 1353.94
3362.08 10380.22
Cost of 10 sqm 10570.99
Cost of 1 sqm Sqm 336.21 1057.10 1393.31

Page 973
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

074070 Providing and fixing specified wood frame work consisting of

battens 50x25mm fixed with rawl plug and drilling necessary holes
for rawl plugs etc. including priming coat complete
074071 Hollock wood or locally available comparable species of country
wood - kiln seasoned & chemically treated
Details of cost for 5 nos.battens of size 500 cm x 50 mmx25 mm
Materials:
Hollock wood
Quantity =5x5.00x0.50x0.025 =0.03125
Add wastage @ 5%=0.00156 Total=0.03281 cum Say 33cudm 10 cudm 2505 240.00 3.30 792.00
Carriage of wood LS 0 0.00 0.00 0.00
Labour-
Carpenter 1st class each 0111 168.00 0.50 84.00
Beldar each 0114 152.00 0.25 38.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 6.76 6.76
Priming coat 5x500x15cm=3.75sqm (Rate as per AOR Ch12 of 19.08 3.75 71.54
item no.121011)
Rawl plug 50 mm (designation 10 no.) Each 7048 45.00 20.00 900.00
Labour for drilling holes steel tapes sundries etc. Lumpsum 9999 1.00 71.50 71.50
1100.26 792.00
Add for water charges @ of 1% on all except on cost of priming 0.01 11.00 7.92
coat
1111.26 799.92
Add for contractors profit and overhead @10% on all except on cost 0.15 166.69 119.99
of priming coat
1277.95 919.91
Cost of 31.25 cudm 1349.49
Cost of 1 cudm cudm 43.18 29.44 72.62
074072 Kail, venteak, pillamarudhu or locally available comparable species
of good country wood
Details of cost for 5 nos.battens of size 500 cm x 50 mmx25 mm
Materials:
Kail Wood
Quantity =5x5.00x0.50x0.025 =0.03125
Add wastage @ 5%=0.00156 Total=0.03281 cum Say 33cudm 10 cudm 1198 190.00 3.30 627.00
Carriage of wood LS 0 0.00 0.00 0.00
Labour-
Carpenter 1st class Day 0111 168.00 0.50 84.00
Beldar Day 0114 152.00 0.25 38.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 6.76 6.76

Page 974
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Priming coat 5x500x15cm=3.75sqm(Rate as per AOR Ch12 of 19.08 3.75 71.54

Painting,polishing and varnishing item no.121011)
Rawl plug 50 mm (designation 10 no.) Each 7048 45.00 55.00 2475.00
Labour for drilling holes steel tapes sundries etc. Lumpsum 9999 1.00 71.50 71.50
2675.26 627.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 26.75 6.27
2702.01 633.27
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 405.30 94.99
3107.31 728.26
Cost of 31.25 cudm 3178.85
Cost of 1 cudm cudm 101.72 23.30 125.03
074080 Providing and fixing plywood plain lining with necessary screws,
priming coat on unexposed surface etc. complete with :
074081 4mm thick Decorative ply facings of approved manufacturer
Details of cost for 10 sqm.
Materials:
Teak ply wood = 10sqm.+Add for wastage @ 20% = 2 sqm.= 12 Sqm 0759 170.00 12.00 2040.00
sqm
Carriage of ply wood Lumpsum 9999 1.00 0.00 0.00
Wooden on plugs including cutting brickwork and fixing in cement each 12.71 55.00 699.27 B
mortar 1:3(1 cement:3 fine sand) Rate as per item no. 074010
Labour-
Carpenter 1st class Day 0111 168.00 3.80 638.40
Beldar Day 0114 152.00 3.80 577.60
Mistry Day 0130 158.00 0.60 94.80
20mm nails without head for fixing ply Lumpsum 9999 1.00 53.82 53.82
Painting with ready mixed priming coat sqm 19.08 10.00 190.76 A
(Rate as per AOR Ch12 of Painting,polishing and varnishing item
no.121011)
1364.62 2040.00
Add for water charges @ 1% on all except (B+A) 0.01 13.65 20.40
1378.27 2060.40
Add for contractor’s profit and overheads @ 15% on all except 0.15 206.74 309.06
(B+A)
1585.01 2369.46
Cost of 10 sqm. 1775.77 3068.73
Cost of 1 sqm. Sqm 177.58 306.87 484.45
074082 3mm thick Decorative ply facing of approved manufacturer
Details of cost for 10 sqm.
Materials:

Page 975
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Teak ply wood = 10sqm.+Add for wastage @ 20% = 2 sqm.= 12

sqm
Decorative plywood 3 mm Sqm 9240 185.00 12.00 2220.00
Carriage of ply wood Lumpsum 9999 1.00 0.00 0.00
Wooden on plugs including cutting brickwork and fixing in cement each 12.71 55.00 699.27 B
mortar 1:3(1 cement:3 fine sand) Rate as per item no. 074010
Labour-
Carpenter 1st class Day 0111 168.00 3.80 638.40
Beldar Day 0114 152.00 3.80 577.60
Mistry Day 0130 158.00 0.60 94.80
20mm nails without head for fixing ply Lumpsum 9999 1.00 53.82 53.82
Painting with ready mixed priming coat sqm 19.08 10.00 190.76 A
((Rate as per AOR Ch12 of Painting,polishing and varnishing item
no.121011)
1364.62 2220.00
Add for water charges @ 1% on all except (B+A) 0.01 13.65 22.20
1378.27 2242.20
Add for contractor’s profit and overheads @ 15% on all except 0.15 206.74 336.33
(B+A)
1585.01 2578.53
Cost of 10 sqm. 1775.77 3277.80
Cost of 1 sqm. Sqm 177.58 327.78 505.36
074083 3mm thick commercial ply lining of approved manufacturer
Details of cost for 10 sqm.
Materials:
Commercial ply wood = 10sqm.+Add for wastage @ 20% = 2 sqm.=
12 sqm
3mm thick commercial ply lining of approved maufacturer Sqm 9241 130.00 12.00 1560.00
Carriage of ply wood Lumpsum 9999 1.00 0.00 0.00
Wooden on plugs including cutting brickwork and fixing in cement each 12.71 55.00 699.27 B
mortar 1:3(1 cement:3 fine sand) Rate as per item no. 074010
Labour-
Carpenter 1st class Day 0111 168.00 3.80 638.40
Beldar Day 0114 152.00 3.80 577.60
Mistry Day 0130 158.00 0.60 94.80
20mm nails without head for fixing ply Lumpsum 9999 1.00 53.82 53.82
Painting with ready mixed priming coat sqm 19.08 10.00 190.76 A
(Rate as per AOR Ch12 of Painting,polishing and varnishing item
no.121011)
1364.62 1560.00
Add for water charges @ 1% on all except (B+A) 0.01 13.65 15.60

Page 976
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

1378.27 1575.60
Add for contractor’s profit and overheads @ 15% on all except 0.15 206.74 236.34
(B+A)
1585.01 1811.94
Cost of 10 sqm. 1775.77 2511.21
Cost of 1 sqm. Sqm 177.58 251.12 428.70
074084 6mm thick commercial ply lining of approved manufacturer
Details of cost for 10 sqm.
Materials:
Commercial ply wood lining = 10sqm.+Add for wastage @ 20% = 2
sqm.= 12 sqm
6mm thick commercial ply lining of approved maufacturer Sqm 9242 235.00 12.00 2820.00
Carriage of ply wood Lumpsum 9999 1.00 0.00 0.00
Wooden on plugs including cutting brickwork and fixing in cement each 12.71 55.00 699.27 B
mortar 1:3(1 cement:3 fine sand) Rate as per item no. 074010
Labour-
Carpenter 1st class Day 0111 168.00 3.80 638.40
Beldar Day 0114 152.00 3.80 577.60
Mistry Day 0130 158.00 0.60 94.80
20mm nails without head for fixing ply Lumpsum 9999 1.00 53.82 53.82
Painting with ready mixed priming coat sqm 19.08 10.00 190.76 A
(Rate as per AOR Ch12 of Painting,polishing and varnishing item
no.121011)
1364.62 2820.00
Add for water charges @ 1% on all except (B+A) Lumpsum 9997 0.01 13.65 28.20
1378.27 2848.20
Add for contractor’s profit and overheads @ 15% on all except Lumpsum 9998 0.15 206.74 427.23
(B+A)
1585.01 3275.43
Cost of 10 sqm. 1775.77 3974.70
Cost of 1 sqm. Sqm 177.58 397.47 575.05
074090 Providing and fixing 4mm thick coir veneer board, ISI marked IS:
14842- 2000, plain lining with necessary screws, priming coat on
unexposed surface etc. complete
Details of cost for 10 sqm.
Materials:
Coir veneer wood 4 mm thick.+Add for wastage @ 20% = 2 sqm.=
12 sqm
Coir Veneered board 4mm thick Sqm 7552 250.00 12.00 3000.00
Carriage of ply wood LS 0 0.00 0.00 0.00

Page 977
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Wooden on plugs including cutting brickwork and fixing in cement each 12.71 55.00 699.27 B
mortar 1:3(1 cement:3 fine sand) Rate as per item no. 074010
Labour-
Carpenter 1st class Day 0111 168.00 3.80 638.40
Beldar Day 0114 152.00 4.60 699.20
Mistry Day 0130 158.00 0.60 94.80
Sundries (no rates reqd.) Lumpsum 9999 1.00 53.82 53.82
Painting with ready mixed priming coat sqm 19.08 10.00 190.76 A
(Rate as per AOR Ch12 of Painting,polishing and varnishing item
no.121011)
1486.22 3000.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 14.86 30.00
1501.08 3030.00
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 225.16 454.50
1726.24 3484.50
Cost of 10 sqm. 1917.01 4183.77
Cost of 1 sqm. Sqm 191.70 418.38 610.08
074100 Providing and fixing plain non-asbestos cement sheet 6mm thick
(high pressure steam cured as per IS:14862-2000) in partitions
including fixing to frames with brass screws etc., complete with
50mm x 12mm deodar wood beading (frames to be paid separately)

Cost for 350cmx200 cm=7sqm

Materials:
Deodar wood work for beading
3x350 cmx5.0 cmx1.2 cm=0.006 cum
5.0 cmx1.2 cm =0.005 cum Total=0.011 cum Add 10 cudm 1194 310.00 1.16 359.60
wastage@5%=0.0006 cum Total=0.0116 cum
Plain asbestos sheet 6 mm thick=7sqm Add wastage @5%=0.035 Sqm 0993 118.00 7.35 867.30
sqm Total=7.35 sqm
Carriage of sheet LS 0 0.00 0.08 0.00
Labour-
Carpenter 1st class Day 0111 168.00 1.33 223.44
Carpenter 2nd class Day 0112 158.00 0.90 142.20
Beldar Day 0114 152.00 1.33 202.16
Sundries (no rates reqd.) Lumpsum 9999 1.00 20.70 20.70
588.50 1226.90
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 5.89 12.27
594.39 1239.17
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 89.16 185.88
Cost of 7 sqm 683.54 1425.04

Page 978
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Cost of per sqm Sqm 97.65 203.58 301.23

074110 Providing and fixing wooden planks in floors, shelves, lofts, decking
of bridges, etc., with Kail, venteak, pillamarudhu or locally available
comparable species of good country wood
074111 25mm thick
Cost of shelf 200cmx30cm =0.60 sqm
Materials:
Deodar wood 200cmx30cmx2.5cm=0.015 cum
Add for wastage @10%=0.002cum Total =0.017 cum 10 cudm 1198 190.00 1.70 323.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 1.50 1.50
Labour-
Carpenter 2nd class Day 0112 158.00 0.20 31.60
Beldar Day 0114 152.00 0.13 19.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 1.50 1.50
52.10 324.50
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.52 3.25
52.62 327.75
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 7.89 49.16
Cost of 0.60 sqm 60.51 376.91
Cost of per sqm Sqm 100.86 628.18 729.03
074112 30mm thick
Cost of shelf 200cmx30cm =0.60 sqm
Materials:
Deodar wood 1x 200cmx30cmx3cm=0.018 cum
Add for wastage @10%=0.0018cum Total =0.0198 cum 10 cudm 1198 190.00 1.98 376.20
Sundries (no rates reqd.) Lumpsum 9999 1.00 1.50 1.50
Labour-
Carpenter 2nd class Day 0112 158.00 0.20 31.60
Beldar Day 0114 152.00 0.13 19.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 1.50 1.50
52.10 377.70
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.52 3.78
52.62 381.48
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 7.89 57.22
Cost of 0.60 sqm 60.51 438.70
Cost of per sqm Sqm 100.86 731.16 832.02
074113 35mm thick
Cost of shelf 200cmx30cm =0.60 sqm
Materials:

Page 979
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Deodar wood 1x 200cmx30cmx3.5cm=0.021 cum

Add for wastage @10%=0.0021cum Total =0.0231 cum 10 cudm 1198 190.00 2.31 438.90
Sundries (no rates reqd.) Lumpsum 9999 1.00 1.50 1.50
Labour-
Carpenter 2nd class Day 0112 158.00 0.25 39.50
Beldar Day 0114 152.00 0.20 30.40
Sundries (no rates reqd.) Lumpsum 9999 1.00 1.50 1.50
71.40 440.40
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.71 4.40
72.11 444.80
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 10.82 66.72
Cost of 0.60 sqm 82.93 511.52
Cost of per sqm Sqm 138.22 852.54 990.76
074114 40mm thick
Cost of shelf 200cmx30cm =0.60 sqm
Materials:
Deodar wood 1x 200cmx30cmx4cm=0.024 cum
Add for wastage @10%=0.0024cum Total =0.0264 cum 10 cudm 1198 190.00 2.64 501.60
Sundries (no rates reqd.) Lumpsum 9999 1.00 1.50 1.50
Labour-
Carpenter 2nd class Day 0112 158.00 0.25 39.50
Beldar Day 0114 152.00 0.20 30.40
Sundries (no rates reqd.) Lumpsum 9999 1.00 1.50 1.50
71.40 503.10
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.71 5.03
72.11 508.13
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 10.82 76.22
Cost of 0.60 sqm 82.93 584.35
Cost of per sqm Sqm 138.22 973.92 1112.14
074115 50mm thick
Cost of shelf 200cmx30cm =0.60 sqm
Materials:
Deodar wood 1x 200cmx30cmx5cm=0.03 cum
Add for wastage @10%=0.003cum Total =0.033 cum 10 cudm 1198 190.00 3.30 627.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 1.50 1.50
Labour-
Carpenter 2nd class Day 0112 158.00 0.40 63.20
Beldar Day 0114 152.00 0.20 30.40
Sundries (no rates reqd.) Lumpsum 9999 1.00 1.50 1.50
95.10 628.50
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.95 6.29

Page 980
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

96.05 634.79
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 14.41 95.22
Cost of 0.60 sqm 110.46 730.00
Cost of per sqm Sqm 184.10 1216.67 1400.77
074120 Providing and fixing skirting of prelaminated with (one side
decorative and other side balancing lamination) flat pressed, three
layer (like Novapan, Ecoboard etc.) or graded particle board (like
Bhutan Board) (medium density) Grade-I, Type-II, IS: 12823
marked with necessary fixing arrangements and screws including
drilling necessary holes for rawl plugs etc. and priming coat on
unexposed surface complete

047121 18mm thick

Details of cost for skirting 200 mm wide and 30 m long
Area=0.2x30=6 sqm
Materials:
Teak shade prelaminated particle board (three layer medium
density)=6.0 sqm
Add wastage @ 10%=0.6 sqm Total=6.6 sqm Sqm 7478 750.00 6.60 4950.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 3.12 3.12
Rawl plug 50 mm (designation 10 no.) Each 7048 45.00 1.02 45.90
Labour for drilling holes Sundries Lumpsum 9999 1.00 130.00 130.00
Labour-
For dressing and fixing particle board to skirting
Carpenter II nd class each 0112 158.00 0.77 121.66
Beldar each 0114 152.00 0.86 130.72
Sundries(screws, sand paper) Lumpsum 9999 1.00 53.82 53.82
Painting with ready mixed priming coat sqm 19.08 6.00 114.46 " A"
(Rate as per AOR Ch12 of Painting,polishing and varnishing item
no.121011)
306.20 5129.02
Add for water charges @ of 1% on all except on" A" 0.01 3.06 51.29
309.26 5180.31
Add for contractors profit and overhead @10% on all except on" A" 0.15 46.39 777.05
Cost of 6 sqm 355.65 5957.36
470.11
Cost of 1 sqm Sqm 78.35 992.89 1071.24
074122 25mm thick
Materials:
Quantity similar to item no.7.40.1 Sqm 7479 810.00 6.60 5346.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 3.12 3.12
Rawl plug 50 mm (designation 10 no.) Each 7048 45.00 1.02 45.90

Page 981
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Labour for drilling holes Sundries Lumpsum 9999 1.00 130.00 130.00
Labour-
Carpenter 2nd class Day 0112 158.00 0.77 121.66
Beldar Day 0114 152.00 0.86 130.72
Sundries (no rates reqd.) Lumpsum 9999 1.00 53.82 53.82
Painting with ready mixed priming coat sqm 0 19.08 6.00 114.46 " A"
(Rate as per AOR Ch12 of Painting,polishing and varnishing item
no.121011)
306.20 5525.02
Add for water charges @ of 1% on all except on" A" 0.01 3.06 55.25
309.26 5580.27
Add for contractors profit and overhead @10% on all except on" A" 0.15 46.39 837.04
Cost of 6 sqm 355.65 6417.31
470.11
Cost of 1 sqm Sqm 78.35 1069.55 1147.90
074130 Providing and fixing wooden moulded beading to door and window
frames with iron screws, plugs and priming coat on unexposed
surface etc. complete
074131 2nd class teak wood, 50x12mm
Details of cost for beading for a window of size 140x110 cm i.e 500
cm long (5metre)
Materials:
Teak wood Iind class in planks 500x5x1.2 cm=0.003 cum
Add for wastage @ 10%=0.003 cum Total=0.0033 cum Say 3.3 10 cudm 1190 550.00 0.33 181.50
cudm
Carriage of timber LS 0 0.00 0.00 0.00
Iron screws 40 mm 100 Nos. 0637 42.00 0.36 15.12
Painting with priming coat Area=500 (5+1.2+1.2) =0.37 sqm sqm 19.08 0.37 7.06 B
Labour-For planning,fixing and making design
Carpenter 1st class each 0111 168.00 0.53 89.04
196.62
Add for water charges @ of 1% on all except on" B" 0.01 0.89 1.97
89.93 198.59
Add for contractors profit and overhead @10% on all except on" B" 0.15 13.49 29.79
Cost of 5 m 103.42 228.37
235.43
Cost of 1 m metre 20.68 47.09 67.77
074132 2nd class teak wood, 50x20mm
Details of cost for beading for a window of size 140x110 cm i.e 500
cm long (5metre)
Materials:

Page 982
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Teak wood Iind class in planks 500x5x2 cm=0.005 cum

Add for wastage @ 10%=0.005 cum Total=0.0055 cum Say 5.5 10 cudm 1190 550.00 0.55 302.50
cudm
Iron screws 40 mm 100 Nos. 0637 42.00 0.36 15.12
Painting with priming coat Area=500 (5+2+2) =0.45 sqm sqm 19.08 0.45 8.58
0 LS 0 0.00 0.00 0.00 B
Labour-For planning,fixing and making design
Carpenter 1st class Day 0111 168.00 0.53 89.04
326.20
Add for water charges @ of 1% on all except on" B" 0.01 0.89 3.26
89.93 329.47
Add for contractors profit and overhead @10% on all except on" B" 0.15 13.49 49.42
Cost of 5 m 103.42 378.89
378.89
Cost of 1 m metre 20.68 75.78 96.46
074133 Hollock wood or locally available comparable species of country
wood - kiln seasoned & chemically treated, 50x12mm
Materials:
Quantity similar to item no. 7.41.1 =3.3 cudm 10 cudm 2505 240.00 0.33 79.20
0 LS 0 0.00 0.00 0.00
Iron screws 40 mm 100 Nos. 0637 42.00 0.36 15.12
Painting with priming coat Area=500 (5+1.2+1.2) =0.37 sqm sqm 19.08 0.37 7.06 B
Labour-For planning,fixing and making design
Carpenter 1st class Day 0111 168.00 0.53 89.04
94.32
Add for water charges @ of 1% on all except on" B" 0.01 0.89 0.94
89.93 95.26
Add for contractors profit and overhead @10% on all except on" B" 0.15 13.49 14.29
Cost of 5 m 103.42 109.55
116.61
Cost of 1 m metre 20.68 23.32 44.01
074134 Hollock wood or locally available comparable species of country
wood - kiln seasoned & chemically treated, 50x20mm
Materials:
Quantity similar to item no. 7.41.2 =5.5 cudm 10 cudm 2505 240.00 0.55 132.00
Iron screws 40 mm 100 Nos. 0637 42.00 0.36 15.12
0 LS 0 0.00 0.00 0.00
Painting with priming coat Area=500 (5+2+2) =0.45 sqm 19.08 0.45 8.58 B
Labour-
Carpenter 1st class Day 0111 168.00 0.53 89.04
147.12

Page 983
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Add for water charges @ of 1% on all except on" B" Lumpsum 9997 0.01 0.89 1.47
89.93 148.59
Add for contractors profit and overhead @10% on all except on" B" Lumpsum 9998 0.15 13.49 22.29
Cost of 5 metre 103.42 170.88
179.46
Cost of 1 metre metre 20.68 35.89 56.58
074140 Providing and fixing plain jafri of 35x10mm laths placed 35mm apart
(frames to be paid separately) including fixing 50x12mm beading
complete with: Kail, venteak, pillamarudhu or locally available
comparable species of good country wood
Details of cost of a jaffri 200x110cm=2.2 sqm
Materials:
Kail wood IInd class jaffari 210x120x1.0 cm=0.025 cum
Beading 660x5x1.2 xcm=0.004 cum Total =0.029 cum
Add wastage @ 10%=0.003 cum=0.032 cum Say 32 cudm 10 cudm 1198 190.00 3.20 608.00
0 LS 0 0.00 0.00 0.00
Labour-
Carpenter 1st class Day 0111 168.00 0.75 126.00
Carpenter 2nd class Day 0112 158.00 1.00 158.00
Beldar Day 0114 152.00 0.50 76.00
Mistry Day 0130 158.00 0.10 15.80
Sundries (no rates reqd.) Lumpsum 9999 1.00 33.80 33.80
409.60 608.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 4.10 6.08
413.70 614.08
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 62.05 92.11
Cost of 2.2 sqm 475.75 706.19
Cost of per sqm Sqm 216.25 321.00 537.25
074150 Providing and fixing 18mm thick, 150mm wide pelmet of flat
pressed 3 layer (like Novapan, Ecoboard etc.) or graded wood
particle board (like Bhutan board) medium density grade-I, IS: 3087
marked including top cover of 6mm commercial ply wood, nickel
plated M.S. pipe 20mm dia (heavy type) curtain rod with nickel
plated brackets including fixing with 25x3mm M.S. flat 10cm long
and rawl plugs 50mm long (designation 10No.) etc. all complete

Details of cost for a pelmet 2m long

Materials:
18 mm thick particle board (medium density exterior grade)
Front 1x1.7x0.15=0.255 sqm
Sides 2x0.15x0.15=0.045 sqm Total=0.300sqm

Page 984
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Add wastage @5%=0.015 sqm =0.315 sqm Say 0.32 sqm Sqm 7055 320.00 0.32 102.40
6 mm thick commercial plywood Top1x1.7x0.15=0.255 sqm Add Sqm 2412 280.00 0.27 75.60
wastage @5%=0.013 sqm=0.268 sqm Say =0.27 sqm
Nickel plated M.S. pipe 20 mm dia. metre 7034 68.00 1.65 112.20
Nickel plated M.S. Brackets for curtain rod 20 mm Each Pair 7035 5.00 2.00 10.00
Carriage of materials Lumpsum 9999 1.00 0.00 0.00
M.S.flat 25x3 mm and10 cm long over brackets Lumpsum 9999 1.00 8.06 8.06
Rawl plug 50 mm (designation 10 no.) Each 7048 45.00 2.00 90.00
Labour-
Carpenter 1st class Day 0111 168.00 0.18 30.24
Beldar Day 0114 152.00 0.18 27.36
Mistry Day 0130 158.00 0.11 17.38
Sundries (no rates reqd.) Lumpsum 9999 1.00 2.73 2.73
77.71 398.26
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.78 3.98
78.49 402.24
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 11.77 60.34
Details of cost for a pelmet 2m long 90.26 462.58
Cost of 1 M metre 45.13 231.29 276.42
074160 Extra for using veneered particle board in item of pelmet 18mm
thick 150mm wide
Details of cost for a pelmet 2m long
Materials:
18 mm thick particle board (medium density exterior grade)
Front 1x1.7x0.15=0.255 sqm
Sides 2x0.15x0.15=0.045 sqm Total=0.300sqm
Add wastage @5%=0.015 sqm =0.315 sqm Say 0.32 sqm Sqm 7472 790.00 0.32 252.80
Flat pressed 3 layer and graded particle board (medium density) Sqm 7055 320.00 -0.32 -102.40
Grade 1 conforming to IS : 3087 - 18 mm thick
150.40
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 1.50
151.90
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 22.79
Details of cost for a pelmet 2m long 174.69
Cost of 1 M metre 0.00 87.34 87.34
074170 Providing and fixing 18mm thick, 150mm wide pelmet of coir veneer
board ISI marked IS: 14842- 2000, including top cover of 6mm coir
veneer board, nickel plated M.S. pipe 20mm dia (heavy type)
curtain rod with nickel plated brackets including fixing with 25x3mm
M.S. flat 10cm long and rawl plugs 50mm long (designation 10No.)
etc. all complete

Page 985
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

074171 Commercial veneering on both sides

Details of cost for a pelmet 2m long
Materials:
18 mm thick particle board (medium density exterior grade)
Front 1x1.7x0.15=0.255 sqm
Sides 2x0.15x0.15=0.045 sqm Total=0.300sqm
Add wastage @5%=0.015 sqm =0.315 sqm Say 0.32 sqm Sqm 7469 560.00 0.32 179.20
Ply wood 5-ply with commercial ply on both faces 6 mm thick Sqm 2412 280.00 0.27 75.60
Nickel plated M.S. pipe 20 mm dia. metre 7034 68.00 1.65 112.20
Nickel plated M.S. Brackets for curtain rod 20 mm Each Pair 7035 5.00 2.00 10.00
Carriage of materials 0 0 0.00 0.00 0.00
Rawl plug 50 mm (designation 10 no.) Each 7048 45.00 8.06 362.70
Labour-
Carpenter 1st class Day 0111 168.00 0.18 30.24
Beldar Day 0114 152.00 0.18 27.36
Mistry Day 0130 158.00 0.11 17.38
Sundries (no rates reqd.) 9999 1.00 2.73 2.73
77.71 739.70
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.78 7.40
78.49 747.10
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 11.77 112.06
Details of cost for a pelmet 2m long 90.26 859.16
Cost of 1 M metre 45.13 429.58 474.71
074172 Teak veneering on both sides
Details of cost for a pelmet 2m long
Materials:
18 mm thick particle board (medium density exterior grade)
Front 1x1.7x0.15=0.255 sqm
Sides 2x0.15x0.15=0.045 sqm Total=0.300sqm
Add wastage @5%=0.015 sqm =0.315 sqm Say 0.32 sqm Sqm 7475 950.00 0.32 304.00
Ply wood 5-ply with commercial ply on both faces 6 mm thick Sqm 2412 280.00 0.27 75.60
Nickel plated M.S. pipe 20 mm dia. metre 7034 68.00 1.65 112.20
Nickel plated M.S. Brackets for curtain rod 20 mm Each Pair 7035 5.00 2.00 10.00
carriage 0.00 0.00
Rawl plug 50 mm (designation 10 no.) Each 7048 45.00 8.06 362.70
Labour-
Carpenter 1st class Day 0111 168.00 0.18 30.24
Beldar Day 0114 152.00 0.18 27.36
Mistry Day 0130 158.00 0.11 17.38
Sundries (no rates reqd.) Lumpsum 9999 1.00 2.73 2.73
77.71 864.50

Page 986
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.78 8.65
78.49 873.15
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 11.77 130.97
Details of cost for a pelmet 2m long 90.26 1004.12
Cost of 1 M metre 45.13 502.06 547.19
074180 Providing and fixing 12mm thick and 150mm wide wooden pelmets
with 25mm dia wooden curtain rod and brackets including fixing
with MS flat and plugs etc with painting or oiling as required all
labour and material as a complete job
074181 With 2nd class teak wood
Cost for pelmet 1.7 m long & 15 cm projection from wall face
Materials :
Front 1x170 cmx15cmx1.2 cm=0.0030 cum
Sides 2x15 cmx15cmx1.2 cm=0.0005 cum
Rod 1x170 cmx22/7x2.5cmx4x2.5 cm=0.0008 cum Total=0.0043 10 cudm 1190 550.00 0.47 258.50
Add for wastage @ 10%=0.0004 cum Grand Total=0.0047 cum
Painting & polishing etc. Lumpsum 9999 1.00 37.18 37.18
Wooden on plugs including cutting brickwork and fixing in cement each 12.71 2.00 25.43
mortar 1:3(1 cement:3 fine sand) Rate as per item no. 074010
Sundries including M.S. flat fixing Lumpsum 9999 1.00 9.10 9.10
Labour-
Carpenter 1st class each 0111 168.00 0.11 18.48
Beldar each 0114 152.00 0.10 15.20
Sundries (no rates reqd.) Lumpsum 9999 1.00 3.64 3.64
37.32 330.21
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.37 3.30
37.69 333.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 5.65 50.03
Cost of 1.7 M 43.35 383.54
Cost of 1 M metre 25.50 225.61 251.11
074182 With Kail, venteak, pillamarudhu or locally available comparable
species of good country wood
Materials :
Quantity same as in item no. 7.46.1 = 0.0047 cum 10 cudm 1198 190.00 0.47 89.30
Painting & polishing etc. Lumpsum 9999 1.00 37.18 37.18
Wooden on plugs including cutting brickwork and fixing in cement each 12.71 2.00 25.43
mortar 1:3(1 cement:3 fine sand) Rate as per item no. 074010
Sundries including M.S. flat fixing Lumpsum 9999 1.00 9.10 9.10
Labour-
Carpenter 1st class Day 0111 168.00 0.11 18.48
Beldar Day 0114 152.00 0.10 15.20

Page 987
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Sundries (no rates reqd.) Lumpsum 9999 1.00 3.64 3.64

37.32 161.01
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.37 1.61
37.69 162.62
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 5.65 24.39
Cost of 1.7 M 43.35 187.01
Cost of 1 M metre 25.50 110.01 135.50
074190 Extra to Item for providing in pelmet brass curtain rods of 1.25mm
thick brass plate with brackets instead of 25mm dia. wooden
curtain rods
074191 12mm dia
Materials:
Brass curtain rod 12 mm dia 1.25 mm thick metre 0443 85.00 1.70 144.50
Brass brackets (curtain rods) 12 mm Each Pair 9244 25.00 2.00 50.00
Detail of cost of Indian teak wood rod for a pelmet 2m long Rod 10 cudm 1190 550.00 -0.10 -55.00
1x170cmx22/7x1/4x(2.5 cm)2=0.0009 cum Add for wastage @
10%=0.0001 cum Total=0.0010cum
139.50
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 1.40
140.90
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 21.13
Cost of 2 m of palmet 162.03
Cost of per metre of palmet metre of 81.01 81.01
pelmet
074192 20mm dia
Materials:
Brass curtain rod 20 mm dia 1.25 mm thick metre 0444 107.00 1.70 181.90
Brass brackets (curtain rods) 20 mm Each Pair 0446 42.00 2.00 84.00
Detail of cost of Indian teak wood rod for a pelmet 2m long Rod 10 cudm 1190 550.00 -0.10 -55.00
1x170cmx22/7x1/4x(2.5 cm)2=0.0009 cum Add for wastage @
10%=0.0001 cum Total=0.0010cum
210.90
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 2.11
213.01
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 31.95
Cost of 2 m of palmet 244.96
Cost of per metre of palmet metre of 0.00 122.48 122.48
pelmet
074193 25mm dia
Materials:
Brass curtain rod 25 mm dia 1.25 mm thick metre 0445 147.00 1.70 249.90

Page 988
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Brass brackets (curtain rods) 25 mm Each Pair 9245 30.00 2.00 60.00
309.90
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 3.10
313.00
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 46.95
Cost of 2 m of palmet 359.95
Cost of per metre of palmet 179.97
Deduct cost of Indian teak wood rod 25mm dia 22.78
Extra for using brass rod of 25 mm dia. Instead of teak wood rod metre of 157.19 157.19
pelmet
074200 Providing and fixing teak wood lipping of size 25x3mm
Details of cost for 10 metre
Materials:
Lipping with teak wood 25x3 mm metre 7049 19.00 10.00 190.00
Labour-
Carpenter 1st class Day 0111 168.00 0.25 42.00
Beldar Day 0114 152.00 0.25 38.00
80.00
Add for Water Charges @1% (no rates reqd.) 0.01 0.80 1.90
80.80 191.90
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 12.12 28.79
Cost of 10 m 92.92 220.69
Cost of 1 m metre 9.29 22.07 31.36
074210 Providing and fixing curtain rods of 1.25mm thick chromium plated
brass plate, with two chromium plated brass brackets fixed with
C.P. brass screws and wooden plugs etc. wherever necessary
complete
074211 12mm dia.
Details of cost for 2 m long
Materials:
Chromium plated Brass curtain rod 12 mm dia 1.25mm thick metre 0590 210.00 2.00 420.00
Chromium plated brackets (curtain rods) Each 7023 6.25 2.00 12.50
C.P brass screws Lumpsum 9999 1.00 4.03 4.03
Carriage Lumpsum 9999 1.00 1.56 1.56
Wooden plugs including cutting brick work and fixing in cement each 12.71 2.00 25.43 B
mortar 1:3(1 cememt :3 fine sand)
Labour-
Labour Lumpsum 9999 1.00 2.73 2.73
Sundries (no rates reqd.) Lumpsum 9999 1.00 1.56 1.56
4.29 438.09

Page 989
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Add for water charges @ of 1% on all except on" B" 0.01 0.04 4.38
4.33 442.47
Add for contractors profit and overhead @10% on all except on" B" 0.15 0.65 66.37
Cost of 2 m 4.98 508.84
534.27
Cost of per m metre 2.49 267.13 269.63
074212 20mm dia.
Details of cost for 2 m long
Materials:
Chromium plated Brass curtain rod 20 mm dia 1.25mm thick metre 0591 235.00 2.00 470.00
Chromium plated brackets (curtain rods) Each 7023 6.25 2.00 12.50
C.P brass screws Lumpsum 9999 1.00 4.03 4.03
Carriage Lumpsum 9999 1.00 1.56 1.56
Wooden plugs including cutting brick work and fixing in cement each 12.71 2.00 25.43 B
mortar 1:3(1 cememt :3 fine sand)
Labour-
Labour Lumpsum 9999 1.00 2.73 2.73
Sundries (no rates reqd.) Lumpsum 9999 1.00 1.56 1.56
4.29 488.09
Add for water charges @ of 1% on all except on" B" 0.01 0.04 4.88
4.33 492.97
Add for contractors profit and overhead @10% on all except on" B" 0.15 0.65 73.95
Cost of 2 m 4.98 566.92
592.34
Cost of per m metre 2.49 296.17 298.66
074213 25mm dia.
Details of cost for 2 m long
Materials:
Chromium plated Brass curtain rod 25 mm dia 1.25mm thick metre 0592 395.00 2.00 790.00
Chromium plated brackets (curtain rods) Each 7023 6.25 2.00 12.50
C.P brass screws Lumpsum 9999 1.00 4.03 4.03
Carriage Lumpsum 9999 1.00 1.56 1.56
Wooden plugs including cutting brick work and fixing in cement each 12.71 2.00 25.43 B
mortar 1:3(1 cememt :3 fine sand)
Labour-
Labour Lumpsum 9999 1.00 2.73 2.73
Sundries (no rates reqd.) Lumpsum 9999 1.00 1.56 1.56
4.29 808.09
Add for water charges @ of 1% on all except on" B" Lumpsum 9997 0.01 0.04 8.08
4.33 816.17

Page 990
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Add for contractors profit and overhead @10% on all except on" B" Lumpsum 9998 0.15 0.65 122.43
Cost of 2 m 4.98 938.60
964.02
Cost of per m metre 2.49 482.01 484.50
074220 Providing and fixing nickel plated M.S. pipe curtain rods with nickel
plated brackets
074221 20mm dia (heavy type)
Details of cost for 2 m long
Materials:
Mild steel conduit pipe (heavy type) ISI marked-20 mm dia. metre 7042 64.00 2.00 128.00
Nickel plated M.S.brackets Each Pair 7035 5.00 2.00 10.00
Screws Lumpsum 9999 1.00 4.03 4.03
Carriage Lumpsum 9999 1.00 0.00 0.00
Rawl plug 50 mm (designation 10 no.) Each 7048 45.00 2.00 90.00
Labour
Labour including fixing rawl plug Lumpsum 9999 1.00 5.20 5.20
Sundries (no rates reqd.) Lumpsum 9999 1.00 1.56 1.56
6.76 232.03
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.07 2.32
6.83 234.35
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 1.02 35.15
Cost of 2 m 7.85 269.50
Cost of 1 m metre 3.93 134.75 138.68
074222 50mm dia (heavy type)
Details of cost for 2 m long
Materials:
Nickel plated M.S. pipe 50 mm dia metre 9246 140.00 2.00 280.00
Nickel plated M.S. bracket Each 9247 65.00 2.00 130.00
Screws Lumpsum 9999 1.00 4.03 4.03
Carriage Lumpsum 9999 1.00 0.00 0.00
Rawl plug 50 mm (designation 10 no.) Each 7048 45.00 2.00 90.00
Labour
Labour including fixing rawl plug Lumpsum 9999 1.00 5.20 5.20
Sundries (no rates reqd.) Lumpsum 9999 1.00 1.56 1.56
6.76 504.03
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.07 5.04
6.83 509.07
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 1.02 76.36
Cost of 2 m 7.85 585.43
Cost of 1 m metre 3.93 292.72 296.64

Page 991
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

074230 Providing and fixing M.S. grills of required pattern in frames of

windows etc. with M.S. flats, square or round bars etc. all complete

074231 Fixed to steel windows by welding

Details of cost for a grill 90x120 cm=1.08 sqm
Materials:
M.S. bar 16 mm dia metr 11x86 cm=9.46 m @1.58 kg/m=14.95 kg
Add wastage @ 10%=1.50 kg=16.45 kg Say 0.165 q quintal 1003 3250.00 0.17 536.25
M.S.flat 25x3.15 mm, 2x120 cm=2.40 m,2x90 cm=1.80 m, 1x120
cm=1.20 m,2x15=0.30 m=5.70 m @0.63 kg/m=3.59 kg
Add wastage @ 10%=0.36 kg=Say 4 kg or 0.04 q quintal 1008 3300.00 0.04 132.00
Carriage of steel 0.165+0.04=0.205 q=0.0205 t Say0.02 tonne LS 0 0.00 0.00 0.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 26.91 26.91
Welding charges Lumpsum 9999 1.00 19.76 19.76
Labour-
Blacksmith 1st class each 0102 168.00 0.86 144.48
Beldar each 0114 152.00 1.10 167.20
311.68 714.92
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 3.12 7.15
314.80 722.07
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 47.22 108.31
Cost for (14.95+3.59) = 18.54 kg 362.02 830.38
Cost for 1 kg Kg 19.53 44.79 64.31
074232 Fixed to opening/ wooden frames with rawl plugs screws etc.
Detail of cost for 18.54 kg
M.S. grill (Cost same as in item no.7.52.1) 311.68 714.92
Rawl plug 50 mm (designation 10 no.) cent 7048 45.00 0.08 3.60
Fixing with rawl plugs Lumpsum 9999 1.00 26.00 26.00
337.68 718.52
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 3.38 7.19
341.06 725.71
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 51.16 108.86
Cost for 18.54 kg 392.22 834.56
Cost for 1 kg Kg 21.16 45.01 66.17
074240 Providing and fixing expanded metal 20x60mm strands 3.25mm
wide and 1.6mm thick for windows etc.
074241 With 50x20mm 2nd class teak wood beading
Cost for expanded metal 140cmx110cm=1.54 sqm
Materials:

Page 992
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Expanded metal 1.5mx1.1m=1.54 sqm Add for wastage @ Sqm 1015 220.00 1.69 371.80
10%=0.15 sqmTotal=1.69sqm
Teak wood second class beading 50mmx20mm=0.005 cum Add for 10 cudm 1190 550.00 0.60 330.00
wastage @ 10%=0.0005 sqmTotal=0.0055 cum
Sundries (no rates reqd.) Lumpsum 9999 1.00 9.40 9.40
Labour-
Carpenter 2nd class Day 0112 158.00 0.33 52.14
Beldar Day 0114 152.00 0.25 38.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 6.20 6.20
96.34 711.20
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.96 7.11
97.30 718.31
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 14.60 107.75
Cost of 1.54 sqm 111.90 826.06
Cost of 1 sqm Sqm 72.66 536.40 609.06
074242 With 50x20mm Deodar wood beading
Materials:
Expanded metal Quantity same as in item no.7.52.1 =1.69sqm Sqm 1015 220.00 1.69 371.80
Deodar wood for beading Quantity same as in item no.7.52.1 10 cudm 1194 310.00 0.60 186.00
=0.0055cum
Sundries (no rates reqd.) Lumpsum 9999 1.00 13.00 13.00
Labour-
Carpenter 2nd class Day 0112 158.00 0.33 52.14
Beldar Day 0114 152.00 0.25 38.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 16.12 16.12
106.26 570.80
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 1.06 5.71
107.32 576.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 16.10 86.48
Cost of 1.54 sqm 123.42 662.98
Cost of 1 sqm Sqm 80.14 430.51 510.65
074250 Providing and fixing hard drawn steel wire fabric 75x25mm mesh of
weight not less than 7.75kg sqm. to windows frames etc.
074251 With 50x20mm 2nd class teak wood beading

Materials :
Hard drawn steel wire fabric Quantity same as per item Sqm 1021 330.00 1.69 557.70
no.7.52=1.69 sqm
Carriage of wire fabric Lumpsum 9999 1.00 0.00 0.00

Page 993
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Second class teak wood for beading Quantity same as in item 10 cudm 1190 550.00 0.60 330.00
no.7.52.1 =0.0055cum
Sundries (no rates reqd.) Lumpsum 9999 1.00 1.90 1.90
Labour-
Carpenter 2nd class Day 0112 158.00 0.33 52.14
Beldar Day 0114 152.00 0.25 38.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 6.20 6.20
96.34 889.60
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.96 8.90
97.30 898.50
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 14.60 134.77
Cost of 1.54 sqm 111.90 1033.27
Cost of 1 sqm Sqm 72.66 670.95 743.62
074252 With 50x20mm 2nd class Deodar wood beading
Materials :
Hard drawn steel wire fabric Quantity same as per item Sqm 1021 330.00 1.69 557.70
no.7.52=1.69 sqm
Second class Deodar wood for beading Quantity same as in item 10 cudm 1194 310.00 0.60 186.00
no.7.52.1 =0.0055cum
Sundries (no rates reqd.) Lumpsum 9999 1.00 1.90 1.90
Labour-
Carpenter 2nd class Day 0112 158.00 0.33 52.14
Beldar Day 0114 152.00 0.25 38.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 6.20 6.20
96.34 745.60
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.96 7.46
97.30 753.06
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 14.60 112.96
Cost of 1.54 sqm 111.90 866.01
Cost of 1 sqm Sqm 72.66 562.35 635.01
074260 Providing and fixing fly proof galvanized M.S. wire gauge to
windows and clerestory windows using galvanized M.S. wire gauge
with average width of aperture 1.4mm in both directions with wire of
dia 0.63mm
074261 With 2nd class teak wood beading 50x20mm
Details of cost for a window of size140x110 cm=1.54 sqm
Materials:
wire guage Qty. same as per item no. 7.52 =1.69 sqm Sqm 7029 170.00 1.69 287.30
Carriage of wire guage Lumpsum 9999 1.00 0.00 0.00
Second class teak wood (Qty. same as per item no. 7.52) 10 cudm 1190 550.00 0.60 330.00
Carriage of timber LS 0 0.00 0.01 0.00

Page 994
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Labour-
Carpenter 2nd class Day 0112 158.00 0.33 52.14
Beldar Day 0114 152.00 0.25 38.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 16.12 16.12
106.26 617.30
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 1.06 6.17
107.32 623.47
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 16.10 93.52
Cost of 1.54 sqm 123.42 716.99
Cost of 1 sqm Sqm 80.14 465.58 545.72
074262 With 12mm mild steel U beading
Details of cost for a window of size140x110 cm=1.54 sqm
Materials:
wire guage Qty. same as per item no. 7.52 =1.69 sqm Sqm 7029 170.00 1.69 287.30
Carriage of wire guage and beading Lumpsum 9999 1.00 0.00 0.00
12 mm mild steel U beading metre 7349 12.50 5.00 62.50
Labour-
Carpenter 2nd class Day 0112 158.00 0.33 52.14
Beldar Day 0114 152.00 0.25 38.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 16.12 16.12
106.26 349.80
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 1.06 3.50
107.32 353.30
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 16.10 52.99
Cost of 1.54 sqm 123.42 406.29
Cost of 1 sqm Sqm 80.14 263.83 343.97
074263 With Deodar wood beading 50x20mm
Cost for expanded metal 140cmx110cm=1.54 sqm
Materials:
wire guage Qty. same as per item no. 7.52 =1.69 sqm Sqm 7029 170.00 1.69 287.30
Deodar wood second class beading 50mmx20mm=0.005 cum Add 10 cudm 1194 310.00 0.55 170.50
for wastage @ 10%=0.0005 sqmTotal=0.0055 cum
Sundries (no rates reqd.) Lumpsum 9999 1.00 1.90 1.90
Labour-
Carpenter 2nd class Day 0112 158.00 0.33 52.14
Beldar Day 0114 152.00 0.25 38.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 6.20 6.20
96.34 459.70
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.96 4.60
97.30 464.30

Page 995
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 14.60 69.64
Cost of 1.54 sqm 111.90 533.94
Cost of 1 sqm Sqm 72.66 346.72 419.38

074270 Deduction for fixing 75x25mm hard drawn steel wire fabric of weight
not less than 7.75kg sqm. in panelled and glazed door and window
shutters in lieu of 4mm glass glazing
Detail of cost for 1sqm
Materials:
Hard drawn steel wire fabric 75mmx25mm mesh weighing not less Sqm 1021 330.00 1.00 330.00
than 7.75 kg/Sqm
Glass 10 kg/sqm ( 4mm) Sqm 2406 350.00 1.00 350.00
20.00
Add for Water Charges @1% (no rates reqd.) 0.01 0.20
20.20
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 3.03
Extra cost of 1 sqm Sqm 23.23 23.23
074280 Providing 40x5mm flat iron hold fast 40cm long including fixing to
frame with 10mm diameter bolts, nuts and wooden plugs and
embeddings in cement concrete block 30x10x15cm 1:3:6 mix
(1cement: 3coarse sand: 6graded stone aggregate 20mm nominal
size)
Details of cost for 1 hold fast
Materials:
M.S.flat 40x5 mm
40 cm long @ 1.68 kg/m =0.672 kg Say 0.0067 q quintal 1008 3300.00 0.01 22.11
Carrige of steel Lumpsum 9999 1.00 0.00 0.00
Cement concrete 1:3:6 30x10x15 =0.0045 cum Add wastage @ cum 1972.51 0.01 9.86 A
10%=0.00045 cum = 0.00495 cum Say 0.005 cum (Rate as per
AOR plain concrete item no.031011)

Bolts and nuts Lumpsum 9999 1.00 5.46 5.46

Labour-
Blacksmith 2nd class each 0103 158.00 0.03 4.74
Mason (brick layer) 1st class each 0123 168.00 0.03 5.04
Beldar each 0114 152.00 0.03 4.56
14.34 27.57
Add for water charges @ of 1% on all except on(A) 0.01 0.14 0.28
14.48 27.85
Add for contractors profit and overhead @10% on all except on(A) 0.15 2.17 4.18
32.02

Page 996
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Cost for 1 hold fast Each 16.66 41.89 58.54

074290 Providing beams including hoisting, fixing in position and applying
wood preservative for the unexposed surface etc. complete, with :
074291 Sal wood
Detail of cost for a beam 450x30x15 cm=0.203 cum or 203 cudm
Materials:
Sal wood.=203 cudm Add wastage @2% =4.06 cudm =207.06 10 cudm 1199 325.00 20.71 6730.75
cudm
Carridge of timber LS 0 0.00 0.27 0.00
Priming coat (wood preservative) 2x30x90 cm= 0.54 sqm sqm 19.08 0.54 10.30 A
Labour-
Carpenter 2nd class each 0112 158.00 0.70 110.60
Beldar each 0114 152.00 1.45 220.40
Bandhani each 0100 158.00 0.70 110.60
Sundries (no rates reqd.) Lumpsum 9999 1.00 26.91 26.91
468.51 6730.75
Add for water charges @ of 1% on all except on(A) 0.01 4.69 67.31
473.20 6798.06
Add for contractors profit and overhead @10% on all except on(A) 0.15 70.98 1019.71
Cost for 203 cudm 544.17 7817.77
38511.16
Cost of 1 cum Cum 2680.66 38521.46 41202.13
074292 Hollock wood or locally available comparable species of country
wood - kiln seasoned & chemically treated
Detail of cost for a beam 450x30x15 cm=0.203 cum or 203 cudm
Materials:
Hollock wood Qty. same as per item no. 7.57.1 =207.1 cudm 10 cudm 2466 310.00 20.71 6420.10
0 LS 0 0.00 0.27 0.00
Priming coat (wood preservative) 2x30x90 cm= 0.54 sqm sqm 19.08 0.54 10.30 A
Labour-
Carpenter 2nd class Day 0112 158.00 0.70 110.60
Beldar Day 0114 152.00 1.45 220.40
Bandhani Day 0100 158.00 0.70 110.60
Sundries (no rates reqd.) Lumpsum 9999 1.00 26.91 26.91
468.51 6420.10
Add for water charges @ of 1% on all except on(A) Lumpsum 9997 0.01 4.69 64.20
473.20 6484.30
Add for contractors profit and overhead @10% on all except on(A) Lumpsum 9998 0.15 70.98 972.65
Cost for 203 cudm 544.17 7456.95

Cost of 1 cum Cum 2680.66 36733.72 39414.39

Page 997
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

074293 Kail, venteak, pillamarudhu or locally available comparable species Cum

of good country wood
Materials:
Quantity same as in item no.7.57.1=0.207 cum =207.06 cudm 10 cudm 1197 170.00 20.71 3520.02
Sundries (no rates reqd.) Lumpsum 9999 1.00 9.00 9.00
Labour-
Carpenter 2nd class Day 0112 158.00 0.70 110.60
Beldar Day 0114 152.00 1.45 220.40
Bandhani Day 0100 158.00 0.70 110.60
Sundries (no rates reqd.) Lumpsum 9999 1.00 13.60 13.60
455.20 3529.02
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 4.55 35.29
459.75 3564.31
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 68.96 534.65
Cost for 203 cudm 528.71 4098.96

Cost of 1 cum Cum 2604.51 20191.91 22796.41

074294 2nd class teak wood Cum
Materials:
Quantity same as in item no.7.57.1=0.207 cum =207.06 cudm 10 cudm 1189 530.00 20.71 10974.18
Sundries (no rates reqd.) Lumpsum 9999 1.00 9.00 9.00
Labour-
Carpenter 2nd class Day 0112 158.00 0.70 110.60
Beldar Day 0114 152.00 1.45 220.40
Bandhani Day 0100 158.00 0.70 110.60
Sundries (no rates reqd.) Lumpsum 9999 1.00 13.60 13.60
455.20 10983.18
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 4.55 109.83
459.75 11093.01
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 68.96 1663.95
Cost for 203 cudm 528.71 12756.96
Cost of 1 cum Cum 2604.51 62842.19 65446.69
074295 Deodar wood Cum

Materials:
Quantity same as in item no.7.57.1=0.207 cum =207.06 cudm
Second class deodar wood in scantling (Bamboo) 10 cudm 1193 320.00 20.71 6625.92
Sundries (no rates reqd.) Lumpsum 9999 1.00 9.00 9.00
Labour-
Carpenter 2nd class Day 0112 158.00 0.70 110.60

Page 998
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Beldar Day 0114 152.00 1.45 220.40

Bandhani Day 0100 158.00 0.70 110.60
Sundries (no rates reqd.) Lumpsum 9999 1.00 13.60 13.60
455.20 6634.92
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 4.55 66.35
459.75 6701.27
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 68.96 1005.19
Cost for 203 cudm 528.71 7706.46
Cost of 1 cum Cum 2604.51 37962.86 40567.36
074300 Providing and fixing float glass panes with putty and nails including
removal of old broken panes wherever required
074301 Float Glass panes 4mm thick (10kg /sqm)
Details of cost of 20 glasses size 20 cmx25cm each
Materials:
Glass panes 20 nosx20 cm x25 cm=1.00sqm Wastage and Sqm 2406 350.00 1.10 385.00
breakage @ 10%=0.10 sqm Total=1.10sqm
Sundries (putty, methylated spirit and nails) Lumpsum 9999 1.00 10.00 10.00
Labour-
Glazier each 0119 158.00 0.20 31.60
Beldar each 0114 152.00 0.20 30.40
Sundries (rag, cotton etc.) Lumpsum 9999 1.00 0.70 0.70
62.70 395.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.63 3.95
63.33 398.95
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 9.50 59.84
Cost of 1 sqm Sqm 72.83 458.79 531.62
074302 Frosted glass panes 4mm thick (10kg /sqm)
Details of cost of 20 glasses size 20 cmx25cm each
Materials:
Glass panes 20 nosx20 cm x25 cm=1.00sqm
Wastage and breakage @ 10%=0.10 sqm Total=1.10sqm Sqm 7032 290.00 1.10 319.00
Sundries (putty, methylated spirit and nails) Lumpsum 9999 1.00 10.00 10.00
Labour-
Glazier Day 0119 158.00 0.20 31.60
Beldar Day 0114 152.00 0.20 30.40
Sundries (no rates reqd.) Lumpsum 9999 1.00 0.70 0.70
62.70 329.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.63 3.29
63.33 332.29
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 9.50 49.84
Cost of 1 sqm Sqm 72.83 382.13 454.96

Page 999
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

074303 Heavy sheet glass panes 5.5mm thick (13.75 Kg/sqm)

Details of cost of 20 glasses size 20 cmx25cm each
Materials:
Glass panes 20 nosx20 cm x25 cm=1.00sqm Wastage and
breakage @ 10%=0.10 sqm Total=1.10sqm
Heavy sheet glass panes 5.5mm thick thick(13.75 Kgs/sqm) Sqm 9249 335.00 1.10 368.50
Sundries (putty, methylated spirit and nails) Lumpsum 9999 1.00 10.00 10.00
Labour-
Glazier Day 0119 158.00 0.20 31.60
Beldar Day 0114 152.00 0.20 30.40
Sundries (no rates reqd.) Lumpsum 9999 1.00 0.70 0.70
62.70 378.50
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.63 3.79
63.33 382.29
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 9.50 57.34
Cost of 1 sqm Sqm 72.83 439.63 512.45
074310 Providing and fixing float glass panes with 12mm wooden beading
including removal of old broken panes and old wooden beading
wherever necessary
074311 Float Glass panes 4mm thick (10Kgs/Sqm)
Details of cost of 20 glasses size 20 cmx25cm each
Materials:
Glass panes 20 nosx20 cm x25 cm=1.00sqm
Wastage and breakage @ 10%=0.10 sqm Total=1.10sqm Sqm 2406 350.00 1.10 385.00
Sundries (putty, methylated spirit and nails) Lumpsum 9999 1.00 3.50 3.50
Labour-
Glazier Day 0119 158.00 0.25 39.50
Beldar Day 0114 152.00 0.25 38.00
77.50 388.50
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.78 3.89
78.28 392.39
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 11.74 58.86
Cost of 1 sqm Sqm 90.02 451.24 541.26
074312 Frosted glass panes 4mm thick (10Kgs/sqm)
Details of cost of 20 glasses size 20 cmx25cm each
Materials:
Glass panes 20 nosx20 cm x25 cm=1.00sqm
Wastage and breakage @ 10%=0.10 sqm Total=1.10sqm Sqm 7032 290.00 1.10 319.00
Sundries (putty, methylated spirit and nails) Lumpsum 9999 1.00 3.50 3.50
Labour-

Page 1000
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Glazier Day 0119 158.00 0.25 39.50

Beldar Day 0114 152.00 0.25 38.00
77.50 322.50
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.78 3.23
78.28 325.73
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 11.74 48.86
Cost of 1 sqm Sqm 90.02 374.58 464.60
074313 Heavy sheet glass panes 5.5mm thick (13.75 Kg/sqm)
Details of cost of 20 glasses size 20 cmx25cm each
Materials:
Glass panes 20 nosx20 cm x25 cm=1.00sqm Wastage and
breakage @ 10%=0.10 sqm Total=1.10sqm
Heavy sheet glass panes 5.5mm thick thick(13.75 Kgs/sqm) Sqm 9249 335.00 1.10 368.50
Sundries (putty, methylated spirit and nails) Lumpsum 9999 1.00 3.50 3.50
Labour-
Glazier Day 0119 158.00 0.25 39.50
Beldar Day 0114 152.00 0.25 38.00
77.50 372.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.78 3.72
78.28 375.72
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 11.74 56.36
Cost of 1 sqm Sqm 90.02 432.08 522.09
074320 Providing, erecting and fixing sal ballies in posts, purlins, rafters,
etc., including cost of iron nails and spikes required, and supplying
and applying wood preservative to exposed surfaces :
074321 80mm dia ballies
Detail of cost for 30 metre
Materials:
Sal ballies 2.5 to 3m long =30m Add wastage @10%=3m
Total=33m
80mm dia sal ballies metre 9250 160.00 33.00 5280.00
Carriage of ballies Lumpsum 9999 1.00 5.20 5.20
Labour-
Carpenter 2nd class Day 0112 158.00 0.50 79.00
Beldar Day 0114 152.00 0.50 76.00
Sundries such as nail spikes and applying wood preservative on Lumpsum 9999 1.00 18.00 18.00
exposed surfaces
173.00 5285.20
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 1.73 52.85
174.73 5338.05
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 26.21 800.71

Page 1001
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Cost of 30 m 200.94 6138.76

Cost of 1 m metre 6.70 204.63 211.32
074322 100mm dia ballies
Detail of cost for 30 metre
Materials:
Sal ballies 2.5 to 3m long =30m Add wastage @10%=3m
Total=33m
Sal wood ballies average 100 mm dia metre 9251 200.00 33.00 6600.00
Carriage of ballies Lumpsum 9999 1.00 10.35 10.35
Labour-
Carpenter 2nd class Day 0112 158.00 0.75 118.50
Beldar Day 0114 152.00 0.75 114.00
Sundries such as nail spikes and applying wood preservative on Lumpsum 9999 1.00 20.70 20.70
exposed surfaces
253.20 6610.35
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 2.53 66.10
255.73 6676.45
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 38.36 1001.47
Cost of 30 m 294.09 7677.92
Cost of 1 m metre 9.80 255.93 265.73
074323 125mm dia ballies
Detail of cost for 30 metre
Materials:
Sal ballies 2.5 to 3m long =30m Add wastage @10%=3m
Total=33m
125mm dia sal ballies metre 9252 250.00 33.00 8250.00
Carriage of ballies Lumpsum 9999 1.00 15.55 15.55
Labour-
Carpenter 2nd class Day 0112 158.00 1.00 158.00
Beldar Day 0114 152.00 1.00 152.00
Sundries such as nail spikes and applying wood preservative on Lumpsum 9999 1.00 23.10 23.10
exposed surfaces
333.10 8265.55
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 3.33 82.66
336.43 8348.21
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 50.46 1252.23
Cost of 30 m 386.90 9600.44
Cost of 1 m metre 12.90 320.01 332.91
074324 150mm dia Sal ballies
Detail of cost for 30 metre
Materials:

Page 1002
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Sal ballies 2.5 to 3m long =30m Add wastage @10%=3m

Total=33m
150mm dia sal ballies metre 9253 325.00 33.00 10725.00
Carriage of ballies Lumpsum 9999 1.00 20.70 20.70
Labour-
Carpenter 2nd class Day 0112 158.00 1.25 197.50
Beldar Day 0114 152.00 1.25 190.00
Sundries such as nail spikes and applying wood preservative on Lumpsum 9999 1.00 25.90 25.90
exposed surfaces
413.40 10745.70
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 4.13 107.46
417.53 10853.16
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 62.63 1627.97
Cost of 30 m 480.16 12481.13
Cost of 1 m metre 16.01 416.04 432.04
074325 80mm dia Eucalyptus ballies
Detail of cost for 30 metre
Materials:
Ballies 2.5 to 3m long =30m Add wastage @10%=3m
Total=33m
80 mm dia Ecualyptus Ballies metre 9649 55.00 33.00 1815.00
Carriage of ballies 0.00 0.00
Labour-
Carpenter 2nd class Day 0112 158.00 0.50 79.00
Beldar Day 0114 152.00 0.50 76.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 18.00 18.00
173.00 1815.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 1.73 18.15
174.73 1833.15
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 26.21 274.97
Cost of 30 m 200.94 2108.12
Cost of 1 m metre 6.70 70.27 76.97
074326 100mm dia Eucalyptus ballies
Detail of cost for 30 metre
Materials:
Ballies 2.5 to 3m long =30m Add wastage @10%=3m
Total=33m
100 mm dia Ecualyptus Ballies metre 9650 60.00 33.00 1980.00
Carriage of ballies 0.00 0.00
Labour-
Carpenter 2nd class Day 0112 158.00 0.75 118.50

Page 1003
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Beldar Day 0114 152.00 0.75 114.00

Sundries (no rates reqd.) Lumpsum 9999 1.00 20.70 20.70
253.20 1980.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 2.53 19.80
255.73 1999.80
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 38.36 299.97
Cost of 30 m 294.09 2299.77
Cost of 1 m metre 9.80 76.66 86.46
074327 125mm dia Eucalyptus ballies
Detail of cost for 30 metre
Materials:
Ballies 2.5 to 3m long =30m Add wastage @10%=3m
Total=33m
125 mm dia Ecualyptus Ballies metre 9651 90.00 33.00 2970.00
Carriage of ballies 0.00 0.00
Labour-
Carpenter 2nd class Day 0112 158.00 1.00 158.00
Beldar Day 0114 152.00 1.00 152.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 23.10 23.10
333.10 2970.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 3.33 29.70
336.43 2999.70
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 50.46 449.96
Cost of 30 m 386.90 3449.65
Cost of 1 m metre 12.90 114.99 127.89
074328 150mm dia Eucalyptus ballies
Detail of cost for 30 metre
Materials:
Ballies 2.5 to 3m long =30m Add wastage @10%=3m
Total=33m
150 mm dia Ecualyptus Ballies metre 9652 125.00 33.00 4125.00
Carriage of ballies 0.00 0.00
Labour-
Carpenter 2nd class Day 0112 158.00 1.25 197.50
Beldar Day 0114 152.00 1.25 190.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 25.90 25.90
413.40 4125.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 4.13 41.25
417.53 4166.25
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 62.63 624.94
Cost of 30 m 480.16 4791.19

Page 1004
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Cost of 1 m metre 16.01 159.71 175.71

074330 Providing, erecting and fixing Ballies of locally available & approved
species in posts, purlins, rafters, etc., including cost of iron nails
and spikes required, and supplying and applying wood preservative
to exposed surfaces
074331 80mm dia ballies
Detail of cost for 30 metre
Materials:
Ballies 2.5 to 3m long =30m Add wastage @10%=3m
Total=33m
80 mm dia Ballies locally available wood metre 9653 65.00 33.00 2145.00
Carriage of ballies 0.00 0.00
Labour-
Carpenter 2nd class Day 0112 158.00 0.50 79.00
Beldar Day 0114 152.00 0.50 76.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 18.00 18.00
173.00 2145.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 1.73 21.45
174.73 2166.45
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 26.21 324.97
Cost of 30 m 200.94 2491.42
Cost of 1 m metre 6.70 83.05 89.75
074332 100mm dia ballies
Detail of cost for 30 metre
Materials:
Ballies 2.5 to 3m long =30m Add wastage @10%=3m
Total=33m
100 mm dia Ballies locally available wood metre 9654 75.00 33.00 2475.00
Carriage of ballies 0.00 0.00
Labour-
Carpenter 2nd class Day 0112 158.00 0.75 118.50
Beldar Day 0114 152.00 0.75 114.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 20.70 20.70
253.20 2475.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 2.53 24.75
255.73 2499.75
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 38.36 374.96
Cost of 30 m 294.09 2874.71
Cost of 1 m metre 9.80 95.82 105.63
074333 125mm dia ballies
Detail of cost for 30 metre

Page 1005
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Materials:
Ballies 2.5 to 3m long =30m Add wastage @10%=3m
Total=33m
125 mm dia Ballies locally available wood metre 9655 115.00 33.00 3795.00
Carriage of ballies 0.00 0.00
Labour-
Carpenter 2nd class Day 0112 158.00 1.00 158.00
Beldar Day 0114 152.00 1.00 152.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 23.10 23.10
333.10 3795.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 3.33 37.95
336.43 3832.95
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 50.46 574.94
Cost of 30 m 386.90 4407.89
Cost of 1 m metre 12.90 146.93 159.83
074334 150mm dia ballies
Detail of cost for 30 metre
Materials:
Ballies 2.5 to 3m long =30m Add wastage @10%=3m
Total=33m
150 mm dia Ballies locally available wood metre 9656 150.00 33.00 4950.00
Carriage of ballies 0.00 0.00
Labour-
Carpenter 2nd class Day 0112 158.00 1.25 197.50
Beldar Day 0114 152.00 1.25 190.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 25.90 25.90
413.40 4950.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 4.13 49.50
417.53 4999.50
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 62.63 749.93
Cost of 30 m 480.16 5749.43
Cost of 1 m metre 16.01 191.65 207.65
074340 Providing and fixing rafters, purlins, ridges, posts, hips, wall plates,
hand rails in staircase, etc., with:-2nd class teak wood
2nd class teak wood
Cost of purlin 1x6mx10cmx7.5cm=0.045 cum
Materials:
1x6mx10cmx7.5cm =0.045 cum
Add for wastage @ 5% =0.002 cum Total=0.047 cum 10 cudm 1189 530.00 4.70 2491.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 1.40 1.40

Page 1006
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Labour-
Carpenter 2nd class Day 0112 158.00 0.25 39.50
Beldar Day 0114 152.00 0.50 76.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 3.40 3.40
118.90 2492.40
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 1.19 24.92
120.09 2517.32
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 18.01 377.60
Cost of 0.045 cum 138.10 2894.92
Cost of 1 cum cum 3068.94 64331.61 67400.55
074350 Providing and fixing decorative laminated plastic veneers of
approved quality and make (e.g. Sunmica, formica, or equivalent)
over wooden surfaces, includig smoothening of wooden surface,
and fixing of veneers with approved synthetic resin adhesive,
complete
074351 1 mm thick
1 mm thick decorative laminated plastic veneers Sqm 9248 180.00 1.00 180.00
Labour and materials cost of fixing, including cost of syenthetic Lumpsum 9999 1.00 10.00 10.00
resign adhesive
Sundries sand paper,brush etc. Lumpsum 9999 1.00 10.00 10.00
200.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 2.00
202.00
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 30.30
cost of 1sqm Sqm 232.30 0.00 232.30
074352 0.8mm thick
0.8 mm thick decorative laminated plastic veneers Sqm 9644 135.00 1.00 135.00
Labour and materials cost of fixing, including cost of syenthetic Lumpsum 9999 1.00 10.00 10.00
resign adhesive
Sundries sand paper,brush etc. Lumpsum 9999 1.00 10.00 10.00
155.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 1.55
156.55
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 23.48
cost of 1sqm Sqm 180.03 0.00 180.03
074353 0.6mm thick
0.6mm thick decorative laminated plastic veneers Sqm 9645 120.00 1.00 120.00
Labour and materials cost of fixing, including cost of syenthetic Lumpsum 9999 1.00 10.00 10.00
resign adhesive
Sundries sand paper,brush etc. Lumpsum 9999 1.00 10.00 10.00
140.00

Page 1007
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 1.40
141.40
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 21.21
cost of 1sqm Sqm 162.61 0.00 162.61
074360 Providing and fixing Teak wood veneer sheet of approved quality
and make over wooden surfaces, includig smoothening of wooden
surface, and fixing of veneers with approved synthetic resin
adhesive, complete
074361 3 mm thick
Teak wood veneer sheet 3mm thick Sqm 9646 170.00 1.00 170.00
Labour and materials cost of fixing, including cost of syenthetic Lumpsum 9999 1.00 20.00 20.00
resign adhesive
Sundries sand paper,brush etc. Lumpsum 9999 1.00 10.00 10.00
Sundries (no rates reqd.) 200.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 2.00
202.00
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 30.30
cost of 1sqm Sqm 232.30 0.00 232.30
074362 2.5mm thick
Teak wood veneer sheet 2.5 mm thick Sqm 9647 160.00 1.00 160.00
Labour and materials cost of fixing, including cost of syenthetic Lumpsum 9999 1.00 20.00 20.00
resign adhesive
Sundries sand paper,brush etc. Lumpsum 9999 1.00 10.00 10.00
Sundries (no rates reqd.) 190.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 1.90
191.90
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 28.79
cost of 1sqm Sqm 220.69 0.00 220.69
074363 2mm thick
Teak wood veneer sheet 2 mm thick Sqm 9648 130.00 1.00 130.00
Labour and materials cost of fixing, including cost of syenthetic Lumpsum 9999 1.00 20.00 20.00
resign adhesive
Sundries sand paper,brush etc. Lumpsum 9999 1.00 10.00 10.00
Sundries (no rates reqd.) 160.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 1.60
161.60
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 24.24
cost of 1sqm Sqm 185.84 0.00 185.84
M.S. FITTINGS - BRIGHT SATIN FINISH :

Page 1008
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

075010 Providing and fixing M.S. pressed butt hinges generally conforming
to IS:1341, bright satin finish with necessary screws etc. complete
of size
075011 125x65x2.12 mm
125x65x2.12mm
Details of cost for ten
Materials:
Bright finished or black enameled mild steel butt hinges 10 Nos 0594 139.25 1.00 139.25
125x65x2.12 mm
Iron screws 50 mm 100 Nos. 0635 58.00 0.80 46.40
Carriage of materials Lumpsum 9999 1.00 0.00 0.00
Labour-
Carpenter 2nd class Day 0112 158.00 0.14 22.12
Beldar Day 0114 152.00 0.09 13.68
35.80 185.65
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.36 1.86
36.16 187.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 5.42 28.13
Cost of 10 hinges 41.58 215.63
Cost of 1 butt hinge Each 4.16 21.56 25.72
075012 100x58x1.90mm
100x58x1.9 mm
Details of cost for ten
Materials:
Butt hinges 100x58x1.9 mm 10 Nos 0595 83.95 1.00 83.95
Iron screws 40 mm cent 0637 42.00 0.80 33.60
Sundries (no rates reqd.) Lumpsum 9999 1.00 1.05 1.05
Labour-
Carpenter 2nd class Day 0112 158.00 0.14 22.12
Beldar Day 0114 152.00 0.09 13.68
35.80 118.60
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.36 1.19
36.16 119.79
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 5.42 17.97
Cost of 10 hinges 41.58 137.75
Cost of 1 butt hinge Each 4.16 13.78 17.93
075013 75x47x1.70mm
75x47x1.7 mm
Details of cost for ten
Materials:
Butt hinges 75x47x1.7 mm 10 Nos 0596 43.55 1.00 43.55

Page 1009
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Iron screws 30 mm 100 Nos. 0638 34.00 0.60 20.40

Sundries (no rates reqd.) Lumpsum 9999 1.00 0.70 0.70
Labour-
Carpenter 2nd class Day 0112 158.00 0.14 22.12
Beldar Day 0114 152.00 0.09 13.68
35.80 64.65
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.36 0.65
36.16 65.30
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 5.42 9.79
Cost of 10 hinges 41.58 75.09
Cost of 1 butt hinge Each 4.16 7.51 11.67
075014 50x37x1.50mm
50x37x1.5 mm
Details of cost for ten
Materials:
Butt hinges50x37x1.5 mm 10 Nos 0597 70.00 1.00 70.00
Iron screws 20 mm 100 Nos. 0640 25.00 0.40 10.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 0.35 0.35
Labour-
Carpenter 2nd class Day 0112 158.00 0.08 12.64 80.35
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.13 0.80
12.77 81.15
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 1.91 12.17
Cost of 10 hinges 14.68 93.33
Cost of 1 butt hinge Each 1.47 9.33 10.80
075020 Providing and fixing MS pressed Parliament hinges generally
conforming to IS:362 bright finished with necessary screws etc.
complete of size
075021 150x125x27x2.50 mm
150 mm x 125 mm x 27 mm x 2.80 mm
Details of cost for ten
Materials:
Parliamentary hinges 150 mm x 125 mm x 27 mm x 2.80 mm 10 Nos. 0646 543.50 1.00 543.50
Iron screws 40mm size 100 Nos. 0637 42.00 0.80 33.60
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 1.75 1.75
Labour-
Carpenter 2nd class each 0112 158.00 0.14 22.12
Beldar each 0114 152.00 0.14 21.28
43.40 578.85
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.43 5.79
43.83 584.64

Page 1010
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 6.58 87.70
Cost of 10 hinges 50.41 672.33
Cost of 1 butt hinge Each 5.04 67.23 72.27
075022 125x125x27x2.50 mm
125 mm x 125 mm x 27 mm x 2.80 mm
Details of cost for ten
Materials:
Parliamentary hinges 125 mm x 125 mm x 27 mm x 2.80 mm 10 Nos. 0647 453.75 1.00 453.75
Iron screws 40mm size 100 Nos. 0637 42.00 0.80 33.60
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 1.20 1.20
Labour-
Carpenter 2nd class Day 0112 158.00 0.14 22.12
Beldar Day 0114 152.00 0.14 21.28
43.40 488.55
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.43 4.89
. 43.83 493.44
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 6.58 74.02
Cost of 10 hinges 50.41 567.45
Cost of 1 butt hinge Each 5.04 56.75 61.79
075023 100x125x27x2.50 mm
100 mm x 125 mm x 27 mm x 2.80 mm
Details of cost for ten
Materials:
Parliamentary hinges 100 mm x 125 mm x 27 mm x 2.80 mm 10 Nos. 0648 363.90 1.00 363.90
Iron screws 40mm size 100 Nos. 0637 42.00 0.80 33.60
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 1.20 1.20
Labour-
Carpenter 2nd class Day 0112 158.00 0.14 22.12
Beldar Day 0114 152.00 0.14 21.28
43.40 398.70
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.43 3.99
43.83 402.69
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 6.58 60.40
Cost of 10 hinges 50.41 463.09
Cost of 1 butt hinge Each 5.04 46.31 51.35
075024 75x100x20x2.40 mm
75 mm x 125 mm x 27 mm x 2.24 mm
Details of cost for ten
Materials:
Parliamentary hinges 75 mm x 125 mm x 27 mm x 2.24 mm 10 Nos. 0649 267.60 1.00 267.60
Iron screws 30mm size 100 Nos. 0638 34.00 0.60 20.40

Page 1011
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Sundries (including handling of materials etc.) Lumpsum 9999 1.00 1.00 1.00
Labour-
Carpenter 2nd class Day 0112 158.00 0.14 22.12
Beldar Day 0114 152.00 0.14 21.28
43.40 289.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.43 2.89
43.83 291.89
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 6.58 43.78
Cost of 10 hinges 50.41 335.67
Cost of 1 butt hinge Each 5.04 33.57 38.61
075030 Providing and fixing M.S. single acting spring hinges bright satin
finish with necessary screws etc. complete of size
075031 150mm
Details of cost for ten
Materials:
Oxidised mild steel single acting spring hinges 150 mm Each 0650 95.00 10.00 950.00
Iron screws 50mm size 100 Nos. 0635 58.00 0.80 46.40
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 1.20 1.20
Labour-
Carpenter 2nd class each 0112 158.00 0.40 63.20
Beldar each 0114 152.00 0.20 30.40
93.60 997.60
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.94 9.98
94.54 1007.58
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 14.18 151.14
Cost of 10 hinges 108.72 1158.71
Cost of 1 butt hinge Each 10.87 115.87 126.74
075032 125mm
Details of cost for ten
Materials:
Oxidised mild steel single acting spring hinges 125 mm Each 0651 88.00 10.00 880.00
Iron screws 50mm size 100 Nos. 0635 58.00 0.80 46.40
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 1.70 1.70
Labour-
Carpenter 2nd class Day 0112 158.00 0.40 63.20
Beldar Day 0114 152.00 0.20 30.40
93.60 928.10
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.94 9.28
94.54 937.38
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 14.18 140.61

Page 1012
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Cost of 10 hinges 108.72 1077.99

Cost of 1 butt hinge Each 10.87 107.80 118.67
075033 100mm
Details of cost for ten
Materials:
Oxidised mild steel single acting spring hinges 100 mm Each 0652 72.00 10.00 720.00
Iron screws 40 mm size 100 Nos. 0637 42.00 0.80 33.60
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 0.60 0.60
Labour-
Carpenter 2nd class Day 0112 158.00 0.40 63.20
Beldar Day 0114 152.00 0.20 30.40
93.60 754.20
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.94 7.54
94.54 761.74
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 14.18 114.26
Cost of 10 hinges 108.72 876.00
Cost of 1 butt hinge Each 10.87 87.60 98.47
075040 Providing and fixing M.S. double acting spring hinges generally
conforming to IS: 453, bright satin finish with necessary screws etc.
complete of size
075041 150mm
Details of cost for ten
Materials:
Oxidised mild steel double acting spring hinges 150 mm Each 0653 105.00 10.00 1050.00
Iron screws 50mm size 100 Nos. 0635 58.00 0.80 46.40
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 0.60 0.60
Labour-
Carpenter 2nd class Day 0112 158.00 0.40 63.20
Beldar Day 0114 152.00 0.20 30.40
93.60 1097.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.94 10.97
94.54 1107.97
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 14.18 166.20
Cost of 10 hinges 108.72 1274.17
Cost of 1 butt hinge Each 10.87 127.42 138.29
075042 125mm Each
Details of cost for ten
Materials:
Oxidised mild steel double acting spring hinges 125 mm Each 0654 88.00 10.00 880.00

Page 1013
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Iron screws 50mm size 100 Nos. 0635 58.00 0.80 46.40

Sundries (including handling of materials etc.) Lumpsum 9999 1.00 0.80 0.80
Labour-
Carpenter 2nd class Day 0112 158.00 0.40 63.20
Beldar Day 0114 152.00 0.20 30.40
93.60 927.20
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.94 9.27
94.54 936.47
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 14.18 140.47
Cost of 10 hinges 108.72 1076.94
Cost of 1 butt hinge Each 10.87 107.69 118.57
075043 100mm Each
Details of cost for ten
Materials:
Oxidised mild steel double acting spring hinges 100 mm Each 0655 65.00 10.00 650.00
Iron screws 40mm size 100 Nos. 0637 42.00 0.80 33.60
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 2.05 2.05
Labour-
Carpenter 2nd class Day 0112 158.00 0.40 63.20
Beldar Day 0114 152.00 0.20 30.40
Same as per item no. 7.65.1 93.60 685.65
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.94 6.86
94.54 692.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 14.18 103.88
Cost of 10 hinges 108.72 796.38
Cost of 1 butt hinge Each 10.87 79.64 90.51
075050 Providing and fixing M.S. sliding door bolts generally conforming to
IS: 281, bright satin finish or black stone enamelled with nuts and
screws etc. complete of size
075051 300x16 mm
300 mm x 16 mm
Details of cost for ten
Materials:
Oxidised mild steel sliding door bolt 300x16 mm Each 0660 65.75 10.00 657.50
Oxidised mild steel screws 40 mm 100 Nos. 0683 50.00 1.20 60.00
Nuts and bolts 50mmx6mm Each 0641 5.50 40.00 220.00
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 5.50 5.50
Labour-
Carpenter 2nd class each 0112 158.00 0.25 39.50

Page 1014
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

943.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.40 9.43
39.90 952.43
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 5.98 142.86
Cost of 10 sliding bolts 45.88 1095.29
Cost of 1 sliding bolt Each 4.59 109.53 114.12
075052 250x16 mm
250 mm x 16 mm
Details of cost for ten
Materials:
Oxidised mild steel sliding door bolt 250x16 mm Each 0661 65.25 10.00 652.50
Oxidised mild steel screws 25 mm 100 Nos. 0685 22.00 1.00 22.00
Nuts and bolts 50mmx6mm Each 0641 5.50 40.00 220.00
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 5.50 5.50
Labour-
Carpenter 2nd class Day 0112 158.00 0.25 39.50
900.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.40 9.00
39.90 909.00
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 5.98 136.35
Cost of 10 sliding bolts 45.88 1045.35
Cost of 1 sliding bolt Each 4.59 104.54 109.12
075060 Providing and fixing M.S. tower bolts generally conforming to
IS:204 (Part I) with necessary screws etc. complete of size.
075061 250x10 mm
250 mm x 10 mm
Details of cost for ten
Materials:
Oxidised mild steel tower bolt (barrel type) 250x10 mm Each 0664 32.50 10.00 325.00
Oxidised mild steel screws 25 mm 100 Nos. 0685 22.00 1.00 22.00
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 1.25 1.25
Labour-
Carpenter 2nd class Day 0112 158.00 0.10 15.80 348.25
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.16 3.48
15.96 351.73
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 2.39 52.76
Cost of 10 tower bolts 18.35 404.49
Cost of 1 tower bolts Each 1.84 40.45 42.28
075062 200x10 mm
200 mm x 10 mm

Page 1015
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Details of cost for ten

Materials:
Oxidised mild steel tower bolt (barrel type) 200x1 0 mm Each 0665 26.95 10.00 269.50
Oxidised mild steel screws 25 mm 100 Nos. 0685 22.00 0.80 17.60
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 1.25 1.25
Labour-
Carpenter 2nd class Day 0112 158.00 0.10 15.80 288.35
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.16 2.88
15.96 291.23
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 2.39 43.69
Cost of 10 tower bolts 18.35 334.92
Cost of 1 tower bolts Each 1.84 33.49 35.33
075063 150x10 mm
150 mm x 10 mm
Details of cost for ten
Materials:
Oxidised mild steel tower bolt (barrel type) 150x1 0 mm Each 0666 20.75 10.00 207.50
Oxidised mild steel screws 25 mm 100 Nos. 0685 22.00 0.60 13.20
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 1.25 1.25
Labour-
Carpenter 2nd class Day 0112 158.00 0.08 13.11 221.95
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.13 2.22
13.25 224.17
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 1.99 33.63
Cost of 10 tower bolts 15.23 257.79
Cost of 1 tower bolts Each 1.52 25.78 27.30
075064 100x10 mm
100 mm x 10 mm
Details of cost for ten
Materials:
Oxidised mild steel tower bolt (barrel type) 1 00x1 0 mm Each 0667 14.65 10.00 146.50
Oxidised mild steel screws 25 mm 100 Nos. 0685 22.00 0.60 13.20
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 1.25 1.25
Labour-
Carpenter 2nd class Day 0112 158.00 0.08 13.11 160.95
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.13 1.61
13.25 162.56
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 1.99 24.38
Cost of 10 tower bolts 15.23 186.94
Cost of 1 tower bolts Each 1.52 18.69 20.22

Page 1016
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

075070 Providing and fixing M.S. door handles with necessary screws etc.
complete.
075071 125mm
Details of cost for ten
Materials:
Oxidised mild steel handles 125 mm Each 0668 10.50 10.00 105.00
Oxidised mild steel screws 25 mm 100 Nos. 0685 22.00 0.40 8.80
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 0.60 0.60
Labour-
Carpenter 2nd class Day 0112 158.00 0.06 9.48
114.40
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.09 1.14
9.57 115.54
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 1.44 17.33
Cost of 10 handles 11.01 132.88
Cost of 1 handle Each 0.28 13.29 13.56
075072 100mm
Details of cost for ten
Materials:
Oxidised mild steel handles 100 mm Each 0669 8.50 10.00 85.00
Oxidised mild steel screws 25 mm 100 Nos. 0685 22.00 0.40 8.80
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 0.60 0.60
Labour-
Carpenter 2nd class Day 0112 158.00 0.06 9.48
94.40
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.09 0.94
9.57 95.34
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 1.44 14.30
Cost of 10 handles 11.01 109.65
Cost of 1 handle Each 1.10 10.96 12.07
075073 75mm
Details of cost for ten
Materials:
Oxidised mild steel handles75 mm Each 0670 5.50 10.00 55.00
Oxidised mild steel screws 25 mm 100 Nos. 0685 22.00 0.40 8.80
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 0.20 0.20
Labour-
Carpenter 2nd class Day 0112 158.00 0.06 9.48 64.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.09 0.64
9.57 64.64

Page 1017
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 1.44 9.70
Cost of 10 handles 11.01 74.34
Cost of 1 handle Each 1.10 7.43 8.53
075080 Providing and fixing MS hooks and eyes
075081 300mm
Details of cost for ten
Materials:
Oxidised mild steel hooks and eyes 300 mm 10 Nos. 0671 125.00 1.00 125.00
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 2.00 2.00
Labour-
Carpenter 2nd class Day 0112 158.00 0.06 9.48 127.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.09 1.27
9.57 128.27
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 1.44 19.24
Cost of 10 hooks and eyes 11.01 147.51
Cost of 1 hook and eye Each 1.10 14.75 15.85
075082 250mm
Details of cost for ten
Materials:
Oxidised mild steel hooks and eyes 250 mm 10 Nos. 0672 100.00 1.00 100.00
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 2.00 2.00
Labour-
Carpenter 2nd class Day 0112 158.00 0.06 9.48 102.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.09 1.02
9.57 103.02
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 1.44 15.45
Cost of 10 hooks and eyes 11.01 118.47
Cost of 1 hook and eye Each 1.10 11.85 12.95
075083 200mm
Details of cost for ten
Materials:
Oxidised mild steel hooks and eyes 200 mm 10 Nos. 0673 85.00 1.00 85.00
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 2.00 2.00
Labour-
Carpenter 2nd class Day 0112 158.00 0.06 9.48 87.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.09 0.87
9.57 87.87
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 1.44 13.18
Cost of 10 hooks and eyes 11.01 101.05
Cost of 1 hook and eye Each 1.10 10.11 11.21

Page 1018
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

075084 150mm
Details of cost for ten
Materials:
Oxidised mild steel hooks and eyes 150 mm 10 Nos. 0674 65.00 1.00 65.00
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 2.00 2.00
Labour-
Carpenter 2nd class Day 0112 158.00 0.06 9.48 67.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.09 0.67
9.57 67.67
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 1.44 10.15
Cost of 10 hooks and eyes 11.01 77.82
Cost of 1 hook and eye Each 1.10 7.78 8.88
075085 100mm
Details of cost for ten
Materials:
Oxidised mild steel hooks and eyes 100 mm 10 Nos. 0675 58.00 1.00 58.00
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 2.00 2.00
Labour-
Carpenter 2nd class Day 0112 158.00 0.06 9.48 60.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.09 0.60
9.57 60.60
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 1.44 9.09
Cost of 10 hooks and eyes 11.01 69.69
Cost of 1 hook and eye Each 1.10 6.97 8.07
075090 Providing and fixing M.S. fan light pivot with necessary screws etc. Each
complete.
Details of cost for ten
Materials:
M.S. fan light pivot 10 nos. 9255 245.00 1.00 245.00
Oxidised mild steel screws 40 mm 100 Nos. 0683 50.00 0.40 20.00
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 0.80 0.80
Labour-
Carpenter 2nd class Day 0112 158.00 0.08 12.64 265.80
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.13 2.66
12.77 268.46
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 1.91 40.27
Cost of 10 pivots 14.68 308.73
Cost of 1 pivot Each 1.47 30.87 32.34
075100 Providing and fixing M.S. fan light catch with necessary screws etc.
complete.

Page 1019
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Details of cost for ten

Materials:
M.S. fan light catch 10 nos. 9254 240.00 1.00 240.00
Oxidised mild steel screws 25 mm 100 Nos. 0685 22.00 0.40 8.80
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 0.80 0.80
Labour-
Carpenter 2nd class Day 0112 158.00 0.07 11.06 249.60
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.11 2.50
11.17 252.10
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 1.68 37.81
Cost of 10 catches 12.85 289.91
Cost of 1 catch Each 1.28 28.99 30.28
075110 Providing and fixing M.S. hasp and staple (Safety type) with
necessary screws etc. complete.
075111 150mm
Details of cost for ten
Materials:
Oxidised mild steel hasps and staples (safety type) 150 mm 10 Nos. 0679 125.00 1.00 125.00
Oxidised mild steel screws 25 mm 100 Nos. 0685 22.00 0.80 17.60
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 0.70 0.70
Labour-
Carpenter 2nd class Day 0112 158.00 0.08 12.64
143.30
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.13 1.43
12.77 144.73
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 1.91 21.71
Cost of 10 hasp and staples 14.68 166.44
Cost of 1 hasp and staples Each 1.47 16.64 18.11
075112 115mm
Details of cost for ten
Materials:
Oxidised mild steel hasps and staples (safety type) 115 mm 10 Nos. 0680 120.00 1.00 120.00
Oxidised mild steel screws 25 mm 100 Nos. 0685 22.00 0.70 15.40
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 0.70 0.70
Labour-
Carpenter 2nd class Day 0112 158.00 0.08 12.64
136.10
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.13 1.36
12.77 137.46
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 1.91 20.62

Page 1020
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Cost of 10 hasp and staples 14.68 158.08

Cost of 1 hasp and staples Each 1.47 15.81 17.28
075113 90mm
Details of cost for ten
Materials:
Oxidised mild steel hasps and staples (safety type) 90 mm 10 Nos. 0681 72.00 1.00 72.00
Oxidised mild steel screws 25 mm 100 Nos. 0685 22.00 0.70 15.40
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 0.30 0.30
Labour-
Carpenter 2nd class Day 0112 158.00 0.08 12.64
87.70
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.13 0.88
12.77 88.58
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 1.91 13.29
Cost of 10 hasp and staples 14.68 101.86
Cost of 1 hasp and staples Each 1.47 10.19 11.65
075120 Providing and fixing 300mm long M.S. chain with hook for fan light Each
including necessary screws etc. complete.
Details of cost for ten
Materials:
Oxidised mild steel bright finished or bright enameled chain with Each 0630 8.10 10.00 81.00
hook for fan light catch 300mm long
Oxidised mild steel screws 25 mm 100 Nos. 0685 22.00 0.40 8.80
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 0.60 0.60
Labour-
Carpenter 2nd class Day 0112 158.00 0.10 15.80 90.40
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.16 0.90
15.96 91.30
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 2.39 13.70
Cost of 10 chain with hook 18.35 105.00
Cost of 1 chain with hook Each 1.84 10.50 12.34

075130 Providing and fixing M.S. casement stays (straight peg type) with
necessary screws etc. complete.
075131 300mm weighing not less than 200 gm
Details of cost for ten
Materials:
M.S. casement stays 300mm Each 9256 28.00 10.00 280.00
Oxidised mild steel screws 25 mm 100 Nos. 0685 22.00 0.40 8.80
Carriage of materials Lumpsum 9999 1.00 0.35 0.35

Page 1021
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Labour-
Carpenter 1st class Day 0111 168.00 0.10 16.80
289.15
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.17 2.89
16.97 292.04
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 2.55 43.81
Cost of 10 casement stays 19.51 335.85
Cost of 1 casement stays Each 1.95 33.58 35.54
075132 250mm weighing not less than 150 gm
Details of cost for ten
Materials:
M.S. casement stays 250mm Each 9257 25.00 10.00 250.00
Oxidised mild steel screws 25 mm 100 Nos. 0685 22.00 0.40 8.80
Carriage of materials Lumpsum 9999 1.00 0.35 0.35
Labour-
Carpenter 2nd class Day 0112 158.00 0.10 15.80
259.15
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.16 2.59
15.96 261.74
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 2.39 39.26
Cost of 10 casement stays 18.35 301.00
Cost of 1 casement stays Each 1.84 30.10 31.94
075133 200mm weighing not less than 120 gm
Details of cost for ten
Materials:
M.S. casement stays 200mm Each 9258 20.00 10.00 200.00
Oxidised mild steel screws 25 mm 100 Nos. 0685 22.00 0.40 8.80
Carriage of materials Lumpsum 9999 1.00 0.35 0.35
Labour-
Carpenter 2nd class Day 0112 158.00 0.10 15.80
209.15
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.16 2.09
15.96 211.24
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 2.39 31.69
Cost of 10 casement stays 18.35 242.93
Cost of 1 casement stays Each 1.84 24.29 26.13

MS FITTINGS - COPPER OXIDISED -Copper oxidised as per IS

1378

Page 1022
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

075140 Providing and fixing ISI -1378 marked oxidised M.S. pressed butt
hinges with necessary screws etc. complete, of size.
075141 125x65x2.12 mm
125x65x2.12mm
Details of cost for ten nos.
Materials:
Oxidised mild steel butt hinges 125x65x2.12 mm 10 Nos. 0642 146.55 1.00 146.55
Oxidised mild steel screws 50 mm 100 Nos. 0682 58.00 0.80 46.40
Sundries (no rates reqd.) Lumpsum 9999 1.00 3.64 3.64
Labour-
Carpenter 2nd class Day 0112 158.00 0.14 22.12
Beldar Day 0114 152.00 0.09 13.68
35.80 196.59
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.36 1.97
36.16 198.56
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 5.42 29.78
Cost of 10 nos 41.58 228.34
Cost of 1 nos Each 4.16 22.83 26.99
075142 100x58x1.90mm
100x58x1.9 mm
Details of cost for ten nos.
Materials:
Oxidised mild steel butt hinges 100x58x1.90 mm 10 Nos. 0643 88.50 1.00 88.50
Oxidised mild steel screws 40 mm 100 Nos. 0683 50.00 0.80 40.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 2.73 2.73
Labour-
Carpenter 2nd class Day 0112 158.00 0.14 22.12
Beldar Day 0114 152.00 0.09 13.68
35.80 131.23
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.36 1.31
36.16 132.54
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 5.42 19.88
Cost of 10 nos 41.58 152.42
Cost of 1 nos Each 4.16 15.24 19.40
075143 75x47x1.70mm
75x47x1.7 mm
Details of cost for ten nos.
Materials:
Oxidised mild steel butt hinges 75x47x1.70 mm 10 Nos. 0644 45.90 1.00 45.90
Oxidised mild steel screws 30 mm cent 0684 32.00 0.60 19.20
Sundries (no rates reqd.) Lumpsum 9999 1.00 1.82 1.82

Page 1023
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Labour-
Carpenter 2nd class Day 0112 158.00 0.14 22.12
Beldar Day 0114 152.00 0.09 13.68
35.80 66.92
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.36 0.67
36.16 67.59
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 5.42 10.14
Cost of 10 nos 41.58 77.73
Cost of 1 nos Each 4.16 7.77 11.93
075144 50x37x1.50mm
50x37x1.5 mm
Details of cost for ten nos.
Materials:
Oxidised mild steel butt hinges 50x37x1.50 mm 10 Nos. 0645 38.00 1.00 38.00
Oxidised mild steel screws 20 mm 100 Nos. 0686 20.00 0.40 8.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 0.91 0.91
Labour-
Carpenter 2nd class Day 0112 158.00 0.08 12.64 46.91
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.13 0.47
12.77 47.38
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 1.91 7.11
Cost of 10 nos 14.68 54.49
Cost of 1 nos Each 1.47 5.45 6.92
075150 Providing and fixing ISI-1378 marked oxidised M.S. pressed
parliamentary hinges with necessary screws etc. complete of size.

075151 150x125x27x2.80 mm
150x125x27x2.8 mm
Details of cost for ten nos.
Materials:
Oxidised mild steel parliamentary hinges 150x125x27x2.8 mm 10 Nos. 0646 543.50 1.00 543.50
Oxidised mild steel screws 40 mm cent 0683 50.00 0.80 40.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 2.73 2.73
Labour-
Carpenter 2nd class each 0112 158.00 0.14 22.12
Beldar each 0114 152.00 0.14 21.28
43.40 586.23
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.43 5.86
43.83 592.09
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 6.58 88.81
Cost of 10 nos 50.41 680.91

Page 1024
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Cost of 1 nos Each 5.04 68.09 73.13

075152 125x125x27x2.80 mm
125X125X27X2.8 mm
Details of cost for ten nos.
Materials:
Oxidised mild steel parliamentary hinges 125x125xZ7x2.8 mm 10 Nos. 0647 453.75 1.00 453.75
Oxidised mild steel screws 40 mm 100 Nos. 0683 50.00 0.80 40.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 2.73 2.73
Labour-
Carpenter 2nd class Day 0112 158.00 0.14 22.12
Beldar Day 0114 152.00 0.14 21.28
43.40 496.48
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.43 4.96
43.83 501.44
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 6.58 75.22
Cost of 10 nos 50.41 576.66
Cost of 1 nos Each 5.04 57.67 62.71
075153 100x125x27x2.80 mm
100X125X27X2.80 mm
Details of cost for ten nos.
Materials:
Oxidised mild steel parliamentary hinges 100x125x27x2.8 mm 10 Nos. 0648 363.90 1.00 363.90
Oxidised mild steel screws 40 mm 100 Nos. 0683 50.00 0.80 40.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 2.73 2.73
Labour-
Carpenter 2nd class Day 0112 158.00 0.14 22.12
Beldar Day 0114 152.00 0.14 21.28
43.40 406.63
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.43 4.07
43.83 410.70
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 6.58 61.60
Cost of 10 nos 50.41 472.30
Cost of 1 nos Each 5.04 47.23 52.27
075154 75x100x20x2.24 mm
75x100x20x2.24
Details of cost for ten nos.
Materials:
Oxidised mild steel parliamentary hinges 75x100x20x2.24 mm 10 Nos. 0649 267.60 1.00 267.60
Oxidised mild steel screws 30 mm cent 0684 32.00 0.60 19.20
Sundries (no rates reqd.) Lumpsum 9999 1.00 2.73 2.73

Page 1025
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Labour-
Carpenter 2nd class Day 0112 158.00 0.14 22.12
Beldar Day 0114 152.00 0.14 21.28
43.40 289.53
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.43 2.90
43.83 292.43
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 6.58 43.86
Cost of 10 nos 50.41 336.29
Cost of 1 nos Each 5.04 33.63 38.67
075160 Providing and fixing ISI -1378marked oxidised M.S. single acting
spring hinges with necessary screws etc. complete of size.
075161 150mm
Details of cost for ten nos.
Materials:
Oxidised mild steel single acting spring hinges 150 mm Each 0650 95.00 10.00 950.00
Oxidised mild steel screws 50 mm cent 0682 58.00 0.80 46.40
Sundries (no rates reqd.) Lumpsum 9999 1.00 2.73 2.73
Labour-
Carpenter 2nd class each 0112 158.00 0.40 63.20
Beldar each 0114 152.00 0.20 30.40
93.60 999.13
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.94 9.99
94.54 1009.12
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 14.18 151.37
Cost of 10 nos 108.72 1160.49
Cost of 1 nos Each 10.87 116.05 126.92
075162 125mm
Details of cost for ten nos.
Materials:
Oxidised mild steel single acting spring hinges 125 mm Each 0651 88.00 10.00 880.00
Oxidised mild steel screws 50 mm 100 Nos. 0682 58.00 0.80 46.40
Sundries (no rates reqd.) Lumpsum 9999 1.00 2.73 2.73
Labour-
Carpenter 2nd class Day 0112 158.00 0.40 63.20
Beldar Day 0114 152.00 0.20 30.40
93.60 929.13
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.94 9.29
94.54 938.42
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 14.18 140.76
Cost of 10 nos 108.72 1079.18
Cost of 1 nos Each 10.87 107.92 118.79

Page 1026
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

075163 100mm
Details of cost for ten nos.
Materials:
Oxidised mild steel single acting spring hinges 100 mm Each 0652 72.00 10.00 720.00
Oxidised mild steel screws 40 mm cent 0683 50.00 0.80 40.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 2.73 2.73
Labour-
Carpenter 2nd class Day 0112 158.00 0.40 63.20
Beldar Day 0114 152.00 0.20 30.40
93.60 762.73
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.94 7.63
94.54 770.36
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 14.18 115.55
Cost of 10 nos 108.72 885.91
Cost of 1 nos Each 10.87 88.59 99.46
075170
075171 150
Details of cost for ten nos.
Materials:
Oxidised mild steel double acting spring hinges 150 mm Each 0653 105.00 10.00 1050.00
Oxidised mild steel screws 50 mm cent 0682 58.00 0.80 46.40
Sundries (no rates reqd.) Lumpsum 9999 1.00 2.73 2.73
Labour-
Carpenter 2nd class Day 0112 158.00 0.40 63.20
Beldar Day 0114 152.00 0.20 30.40
93.60 1099.13
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.94 10.99
94.54 1110.12
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 14.18 166.52
Cost of 10 nos 108.72 1276.64
Cost of 1 nos Each 10.87 127.66 138.54
075172 125
Details of cost for ten nos.
Materials:
Oxidised mild steel double acting spring hinges 125 mm Each 0654 88.00 10.00 880.00
Oxidised mild steel screws 50 mm 100 Nos. 0682 58.00 0.80 46.40
Sundries (no rates reqd.) Lumpsum 9999 1.00 2.73 2.73
Labour-
Carpenter 2nd class Day 0112 158.00 0.40 63.20
Beldar Day 0114 152.00 0.20 30.40

Page 1027
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

93.60 929.13
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.94 9.29
94.54 938.42
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 14.18 140.76
Cost of 10 nos 108.72 1079.18
Cost of 1 nos Each 10.87 107.92 118.79
075173 100
Details of cost for ten nos.
Materials:
Oxidised mild steel double acting spring hinges 100 mm Each 0655 65.00 10.00 650.00
Oxidised mild steel screws 40 mm 100 Nos. 0683 50.00 0.80 40.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 2.73 2.73
Labour-
Carpenter 2nd class Day 0112 158.00 0.40 63.20
Beldar Day 0114 152.00 0.20 30.40
93.60 692.73
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.94 6.93
94.54 699.66
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 14.18 104.95
Cost of 10 nos 108.72 804.61
Cost of 1 nos Each 10.87 80.46 91.33
075180 Providing Copper oxidized M.S. Piano hinges ISI marked IS: 3818
finished with nickel plating and fixing with necessary screws etc.
complete
075181 Overall width 35mm
Details of cost for 1 metre
Materials:
Nickel plated mild steel piano hinges 1 mm thick 35 mm wide metre 0656 31.00 1.00 31.00
Oxidised mild steel screws 20 mm cent 0686 20.00 0.30 6.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 1.82 1.82
Labour-
Carpenter 2nd class each 0112 158.00 0.14 22.12
Beldar each 0114 152.00 0.09 13.68
35.80 38.82
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.36 0.39
36.16 39.21
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 5.42 5.88
Cost for 1 metre metre 41.58 45.09 86.67
075182 Overall width 50mm
Details of cost for 1 metre
Materials:

Page 1028
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

M.S. piano hinges (oxidised) 50 mm wide metre 7485 38.50 1.00 38.50
Oxidised mild steel screws 20 mm 100 Nos. 0686 20.00 0.30 6.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 1.82 1.82
Labour-
Carpenter 2nd class Day 0112 158.00 0.14 22.12
Beldar Day 0114 152.00 0.09 13.68
35.80 46.32
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.36 0.46
36.16 46.78
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 5.42 7.02
Cost for 1 metre metre 41.58 53.80 95.38
075183 Overall width 65mm
Details of cost for 1 metre
Materials:
M.S. piano hinges (oxidised) 65 mm wide metre 7486 42.00 1.00 42.00
Oxidised mild steel screws 20 mm 100 Nos. 0686 20.00 0.30 6.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 1.82 1.82
Labour-
Carpenter 2nd class Day 0112 158.00 0.14 22.12
Beldar Day 0114 152.00 0.09 13.68
35.80 49.82
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.36 0.50
36.16 50.32
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 5.42 7.55
Cost for 1 metre metre 41.58 57.87 99.45
075190 Providing and fixing ISI marked Copper oxidized M.S. sliding door
bolts with nuts and screws etc. complete of size
075191 300x16 mm
300x16 mm
Details of cost for ten nos.
Materials:
Oxidised mild steel sliding door bolt 300x16 mm Each 0660 65.75 10.00 657.50
Iron screws (oxidised) 35 mm cent 7040 42.00 1.20 50.40
Bolts and nuts 50x6 mm Each 0641 5.50 40.00 220.00
Carriage of materials &Sundries Lumpsum 9999 1.00 6.37 6.37
Labour-
Carpenter 2nd class each 0112 158.00 0.25 39.50 934.27
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.40 9.34
39.90 943.61
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 5.98 141.54
Cost of 10 nos 45.88 1085.15

Page 1029
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Cost of 1 nos Each 4.59 108.52 113.10

075192 250x16 mm
250x16 mm
Details of cost for ten nos.
Materials:
Oxidised mild steel sliding door bolt 250x16 mm Each 0661 65.25 10.00 652.50
Iron screws (oxidised) 35 mm 100 Nos. 7040 42.00 1.00 42.00
Bolts and nuts 50x6 mm Each 0641 5.50 40.00 220.00
Carriage of materials &Sundries Lumpsum 9999 1.00 6.37 6.37
Labour-
Carpenter 2nd class Day 0112 158.00 0.25 39.50 920.87
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.40 9.21
39.90 930.08
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 5.98 139.51
Cost of 10 nos 45.88 1069.59
Cost of 1 nos Each 4.59 106.96 111.55
075200 Providing and fixing ISI -1378marked oxidised M.S. tower bolts
black finish (Barrel type) with necessary screws etc. complete of
size.
075201 250x10
Details of cost for ten nos.
Materials:
Oxidised mild steel tower bolt (barrel type) 250x10 mm Each 0664 32.50 10.00 325.00
Iron screws (oxidised) 30 mm 100 Nos. 0684 32.00 1.00 32.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 3.64 3.64
Labour-
Carpenter 2nd class each 0112 158.00 0.10 15.80 360.64
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.16 3.61
15.96 364.25
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 2.39 54.64
Cost of 10 nos 18.35 418.88
Cost of 1 nos Each 1.84 41.89 43.72
075202 200x10
Details of cost for ten nos.
Materials:
Oxidised mild steel tower bolt (barrel type) 200x1 0 mm Each 0665 26.95 10.00 269.50
Iron screws (oxidised) 30 mm 100 Nos. 0684 32.00 1.00 32.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 2.73 2.73
Labour-
Carpenter 2nd class Day 0112 158.00 1.00 158.00 304.23

Page 1030
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 1.58 3.04
159.58 307.27
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 23.94 46.09
Cost of 10 nos 183.52 353.36
Cost of 1 nos Each 18.35 35.34 53.69
075203 150x10
Details of cost for ten nos.
Materials:
Oxidised mild steel tower bolt (barrel type) 150x1 0 mm Each 0666 20.75 10.00 207.50
Iron screws (oxidised) 30 mm 100 Nos. 0684 32.00 0.60 19.20
Sundries (no rates reqd.) Lumpsum 9999 1.00 2.73 2.73
Labour-
Carpenter 2nd class Day 0112 158.00 1.00 158.00 229.43
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 1.58 2.29
159.58 231.72
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 23.94 34.76
Cost of 10 nos 183.52 266.48
Cost of 1 nos Each 18.35 26.65 45.00
075204 100x10
Details of cost for ten nos.
Materials:
Oxidised mild steel tower bolt (barrel type) 1 00x1 0 mm Each 0667 14.65 10.00 146.50
Iron screws (oxidised) 30 mm 100 Nos. 0684 32.00 0.60 19.20
Sundries (no rates reqd.) Lumpsum 9999 1.00 2.73 2.73
Labour-
Carpenter 2nd class Day 0112 158.00 0.08 12.64 168.43
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.13 1.68
12.77 170.11
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 1.91 25.52
Cost of 10 nos 14.68 195.63
Cost of 1 nos Each 1.47 19.56 21.03
075210 Providing and fixing ISI 1378 marked 85x42mm oxidised M.S. pull
bolt lock conforming to IS: 7534 with necessary screws bolts, nuts
and washers etc. complete
Details of cost for ten nos.
Materials:
Oxidised mild steel pull bolt lock (locking bolt) of size 85 mm x 42 Each 2449 38.50 10.00 385.00
mm with screws, bolts, nuts and washers complete
Carriage of materials &Sundries Lumpsum 9999 1.00 6.37 6.37
Labour-

Page 1031
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Carpenter 2nd class Day 0112 158.00 0.25 39.50 391.37

Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.40 3.91
39.90 395.28
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 5.98 59.29
Cost of 10 nos 45.88 454.58
Cost of 1 nos Each 4.59 45.46 50.05
075220 Providing and fixing ISI marked oxidised M.S. door latches
conforming to IS: 5930 with screws etc. complete
075221 300x20x6mm
Details of cost for ten nos.
Materials:
Oxidised mild steel door latch 300x20x6 mm Each 0662 55.00 10.00 550.00
Iron screws (oxidised) 25 mm cent 0685 22.00 0.90 19.80
Sundries (no rates reqd.) Lumpsum 9999 1.00 3.64 3.64
Labour-
Carpenter 2nd class Day 0112 158.00 0.12 18.96 573.44
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.19 5.73
19.15 579.17
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 2.87 86.88
Cost of 10 nos 22.02 666.05
Cost of 1 nos Each 2.20 66.61 68.81
075222 250x20x6mm
Details of cost for ten nos.
Materials:
Oxidised mild steel door latch 250x20x6 mm Each 0663 35.00 10.00 350.00
Iron screws (oxidised) 25 mm 100 Nos. 0685 22.00 0.90 19.80
Sundries (no rates reqd.) Lumpsum 9999 1.00 3.64 3.64
Labour-
Carpenter 2nd class Day 0112 158.00 0.12 18.96 373.44
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.19 3.73
19.15 377.17
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 2.87 56.58
Cost of 10 nos 22.02 433.75
Cost of 1 nos Each 2.20 43.38 45.58
075230 Providing and fixing ISI marked oxidised M.S. handles conforming
to IS: 4992 - with necessary screws etc- of size
075231 125 mm
Details of cost for ten nos.
Materials:
Oxidised mild steel handles 125 mm Each 0668 10.50 10.00 105.00
Oxidised mild steel screws 25 mm 100 Nos. 0685 22.00 0.40 8.80

Page 1032
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Sundries (no rates reqd.) Lumpsum 9999 1.00 2.73 2.73

Labour-
Carpenter 2nd class Day 0112 158.00 0.06 9.48 116.53
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.09 1.17
9.57 117.70
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 1.44 17.65
Cost of 10 nos 11.01 135.35
Cost of 1 nos Each 1.10 13.53 14.64
075232 100 mm
Details of cost for ten nos.
Materials:
Oxidised mild steel handles 100 mm Each 0669 8.50 10.00 85.00
Oxidised mild steel screws 25 mm 100 Nos. 0685 22.00 0.40 8.80
Sundries (no rates reqd.) Lumpsum 9999 1.00 1.82 1.82
Labour-
Carpenter 2nd class Day 0112 158.00 0.06 9.48 95.62
Add for water charges @ 1% 0.01 0.09 0.96
9.57 96.58
Add for contractors profit and overhead @10% 0.10 0.96 9.66
Cost of 10 nos 10.53 106.23
Cost of 1 nos Each 1.05 10.62 11.68
075233 75 mm
Details of cost for ten nos.
Materials:
Oxidised mild steel handles75 mm Each 0670 5.50 10.00 55.00
Oxidised mild steel screws 25 mm 100 Nos. 0685 22.00 0.40 8.80
Sundries (no rates reqd.) Lumpsum 9999 1.00 1.82 1.82
Labour-
Carpenter 2nd class Day 0112 158.00 0.06 9.48 65.62
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.09 0.66
9.57 66.28
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 1.44 9.94
Cost of 10 nos 11.01 76.22
Cost of 1 nos Each 1.10 7.62 8.72
075240 Providing and fixing ISI-1378 marked copper oxidised M.S. fan light
pivot with necessary screws etc. complete
Details of cost for ten nos.
Materials:
M.S. fan light pivot 10 nos. 9255 245.00 1.00 245.00
Oxidised mild steel screws 40 mm cent 0683 50.00 0.40 20.00

Page 1033
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Sundries (no rates reqd.) Lumpsum 9999 1.00 0.91 0.91

Labour-
Carpenter 2nd class Day 0112 158.00 0.08 12.64 265.91
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.13 2.66
12.77 268.57
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 1.91 40.29
Cost of 10 nos 14.68 308.85
Cost of 1 nos Each 1.47 30.89 32.35
075250 Providing and fixing ISI-1378 marked copper oxidised M.S. fan light
catch with necessary screws etc. complete
Details of cost for ten nos.
Materials:
M.S. fan light catch 10 nos. 9254 240.00 1.00 240.00
Oxidised mild steel screws 30 mm cent 0684 32.00 0.40 12.80
Sundries (no rates reqd.) Lumpsum 9999 1.00 0.91 0.91
Labour-
Carpenter 2nd class Day 0112 158.00 0.07 11.06 253.71
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.11 2.54
11.17 256.25
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 1.68 38.44
Cost of 10 nos 12.85 294.68
Cost of 1 nos Each 1.28 29.47 30.75
075260 Providing and fixing 300mm long oxidised M.S. chain with hook for
fan light including necessary screws etc. complete
Details of cost for ten nos.
Materials:
Oxidised mild steel chain with hook for fan light catch 300 mm 10 Nos. 0678 14.00 10.00 140.00
Oxidised mild steel screws 25 mm 100 Nos. 0685 22.00 0.40 8.80
Sundries (no rates reqd.) Lumpsum 9999 1.00 0.91 0.91
Labour-
Carpenter 2nd class Day 0112 158.00 0.10 15.80 149.71
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.16 1.50
15.96 151.21
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 2.39 22.68
Cost of 10 nos 18.35 173.89
Cost of 1 nos Each 1.84 17.39 19.22
075270 Providing and fixing oxidised M.S. hasp and staple (Safety type)
conforming to IS : 363 - with necessary screws etc. complete of size
-
075271 150 mm
Details of cost for ten nos.

Page 1034
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Materials:
Oxidised mild steel hasps and staples (safety type) 150 mm 10 Nos. 0679 125.00 1.00 125.00
Oxidised mild steel screws 25 mm 100 Nos. 0685 22.00 0.80 17.60
Sundries (no rates reqd.) Lumpsum 9999 1.00 1.82 1.82
Labour-
Carpenter 2nd class Day 0112 158.00 0.08 12.64 144.42
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.13 1.44
12.77 145.86
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 1.91 21.88
Cost of 10 nos 14.68 167.74
Cost of 1 nos Each 1.47 16.77 18.24
075272 115 mm
Details of cost for ten nos.
Materials:
Oxidised mild steel hasps and staples (safety type) 115 mm 10 Nos. 0680 120.00 1.00 120.00
Oxidised mild steel screws 25 mm 100 Nos. 0685 22.00 0.70 15.40
Sundries (no rates reqd.) Lumpsum 9999 1.00 1.82 1.82
Labour-
Carpenter 2nd class Day 0112 158.00 0.08 12.64 137.22
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.13 1.37
12.77 138.59
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 1.91 20.79
Cost of 10 nos 14.68 159.38
Cost of 1 nos Each 1.47 15.94 17.41
075273 90 mm
Details of cost for ten nos.
Materials:
Oxidised mild steel hasps and staples (safety type) 90 mm 10 Nos. 0681 72.00 1.00 72.00
Oxidised mild steel screws 25 mm 100 Nos. 0685 22.00 0.70 15.40
Sundries (no rates reqd.) Lumpsum 9999 1.00 1.82 1.82
Labour-
Carpenter 2nd class Day 0112 158.00 0.08 12.64 89.22
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.13 0.89
12.77 90.11
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 1.91 13.52
Cost of 10 nos 14.68 103.63
Cost of 1 nos Each 1.47 10.36 11.83
075280 Providing and fixing IS-1378 marked copper oxidised M.S.
casement stays (straight peg type) with necessary screws etc.
complete

Page 1035
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

075281 300mm weighing not less than 200gms

Details of cost for ten nos.
Materials:
Oxidised M.S.casement stay 300mm Each 7063 18.50 10.00 185.00
Oxidised mild steel screws 30 mm 100 Nos. 0684 32.00 0.40 12.80
Sundries (no rates reqd.) Lumpsum 9999 1.00 0.91 0.91
Labour-
Carpenter 2nd class Day 0112 158.00 0.10 15.80 198.71
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.16 1.99
15.96 200.70
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 2.39 30.10
Cost of 10 casement stay 18.35 230.80
Cost of 1 casement stay Each 1.84 23.08 24.92
075282 250mm weighing not less than 150gms
Details of cost for ten nos.
Materials:
Oxidised M.S.casement stay 250mm Each 7064 16.00 10.00 160.00
Oxidised mild steel screws 25 mm 100 Nos. 0685 22.00 0.40 8.80
Sundries (no rates reqd.) Lumpsum 9999 1.00 0.91 0.91
Labour-
Carpenter 2nd class Day 0112 158.00 0.10 15.80 169.71
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.16 1.70
15.96 171.41
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 2.39 25.71
Cost of 10 casement stay 18.35 197.12
Cost of 1 casement stay Each 1.84 19.71 21.55
075283 200mm weighing not less than 120gms
Details of cost for ten nos.
Materials:
Oxidised M.S.casement stay 200mm Each 7065 14.00 10.00 140.00
Oxidised mild steel screws 25 mm 100 Nos. 0685 22.00 0.40 8.80
Sundries (no rates reqd.) Lumpsum 9999 1.00 2.37 0.91
Labour-
Carpenter 2nd class Day 0112 158.00 0.10 15.80 149.71
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.16 1.50
15.96 151.21
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 2.39 22.68
Cost of 10 casement stay 18.35 173.89
Cost of 1 casement stay Each 1.84 17.39 19.22

Page 1036
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

075290 Providing and fixing oxidised M.S. safety chain with necessary
fixtures for doors (weighing not less than 450gms.)
Details of cost for ten nos.
Materials:
Oxidised M.S. safety chain (weighing not less 450 gms) for door Each 7184 54.00 10.00 540.00
Iron screws 25 mm 100 Nos. 0685 22.00 0.60 13.20
Sundries (no rates reqd.) Lumpsum 9999 1.00 0.91 0.91
Labour-
Carpenter 2nd class Day 0112 158.00 0.10 15.80 554.11
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.16 5.54
15.96 559.65
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 2.39 83.95
Cost of 10 nos 18.35 643.60
Cost of 1 nos Each 1.84 64.36 66.20
STAINLESS STEEL FITTINGS :
076010 Providing and fixing ISI: 12817 marked stainless steel butt hinges
with stainless steel screws etc. complete of size
076011 125x64x1.90 mm
Details of cost for ten nos.
Materials:
Stainless steel butt hinges 125x64x1.9 mm IS : 12817 marked 10 nos. 8215 308.00 1.00 308.00
Stainless steel screws 50 mm 100 nos. 8210 210.00 0.80 168.00
Carriage of materials Lumpsum 9999 1.00 2.73 2.73
Labour-
Carpenter 2nd class Day 0112 158.00 0.14 22.12
Beldar Day 0114 152.00 0.09 13.68
35.80 478.73
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.36 4.79
36.16 483.52
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 5.42 72.53
Cost of 10 nos 41.58 556.04
Cost of 1 nos Each 4.16 55.60 59.76
076012 100x58x1.90mm
Details of cost for ten nos.
Materials:
Stainless steel butt hinges 1 00x58x1.9 mm IS : 12817 marked 10 nos. 8216 238.00 1.00 238.00
Stainless steel screws 40 mm 100 nos. 8211 150.00 0.80 120.00
Carriage of materials Lumpsum 9999 1.00 2.73 2.73
Labour-
Carpenter 2nd class Day 0112 158.00 0.14 22.12

Page 1037
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Beldar Day 0114 152.00 0.09 13.68

35.80 360.73
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.36 3.61
36.16 364.34
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 5.42 54.65
Cost of 10 nos 41.58 418.99
Cost of 1 nos Each 4.16 41.90 46.06
076013 75x47x1.80mm
Details of cost for ten nos.
Materials:
Stainless steel butt hinges 75x47x1.8 mm IS : 12817 marked 10 nos. 8217 126.00 1.00 126.00
Stainless steel screws 30 mm 100 nos. 8212 95.00 0.60 57.00
Carriage of materials Lumpsum 9999 1.00 1.82 1.82
Labour-
Carpenter 2nd class Day 0112 158.00 0.14 22.12
Beldar Day 0114 152.00 0.09 13.68
35.80 184.82
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.36 1.85
36.16 186.67
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 5.42 28.00
Cost of 10 nos 41.58 214.67
Cost of 1 nos Each 4.16 21.47 25.63
076014 50x37x1.50mm
Details of cost for ten nos.
Materials:
Stainless steel butt hinges 50x37x1.5 mm IS : 12817 marked 10 nos. 8218 112.00 1.00 112.00
Stainless steel screws 20 mm 100 nos. 8214 60.00 0.40 24.00
Carriage of materials Lumpsum 9999 1.00 0.91 0.91
Labour-
Beldar Day 0114 152.00 0.08 12.16
12.16 136.91
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.12 1.37
12.28 138.28
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 1.84 20.74
Cost of 10 nos 14.12 159.02
Cost of 1 nos Each 1.41 15.90 17.31
076020 Providing and fixing ISI: 12817 marked stainless steel butt hinges
(heavy weight) with stainless steel screws etc. complete
076021 125x64x2.50mm
Details of cost for ten nos.
Materials:

Page 1038
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Stainless steel butt hinges (heavy weight) 125x64x2.5 mm IS : 10 nos. 8219 406.00 1.00 406.00
12817 marked
Stainless steel screws 50 mm 100 nos. 8210 210.00 0.80 168.00
Carriage of materials Lumpsum 9999 1.00 2.73 2.73
Labour-
Carpenter 2nd class Day 0112 158.00 0.14 22.12
Beldar Day 0114 152.00 0.09 13.68
35.80 576.73
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.36 5.77
36.16 582.50
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 5.42 87.37
Cost of 10 nos 41.58 669.87
Cost of 1 nos Each 4.16 66.99 71.15
076022 100x60x2.50mm
Details of cost for ten nos.
Materials:
Stainless steel butt hinges (heavy weight) 100x60x2.5 mm IS : 10 nos. 8220 294.00 1.00 294.00
12817 marked
Stainless steel screws 40 mm 100 nos. 8211 150.00 0.80 120.00
Carriage of materials Lumpsum 9999 1.00 2.73 2.73
Labour-
Carpenter 2nd class Day 0112 158.00 0.14 22.12
Beldar Day 0114 152.00 0.09 13.68
35.80 416.73
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.36 4.17
36.16 420.90
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 5.42 63.13
Cost of 10 nos 41.58 484.03
Cost of 1 nos Each 4.16 48.40 52.56
076023 75 x50x2.50mm
Details of cost for ten nos.
Materials:
Stainless steel butt hinges (heavy weight) 75x50x2.5 mm IS : 12817 10 nos. 8221 210.00 1.00 210.00
marked
Stainless steel screws 30 mm 100 nos. 8212 95.00 0.60 57.00
Carriage of materials Lumpsum 9999 1.00 1.82 1.82
Labour-
Carpenter 2nd class Day 0112 158.00 0.14 22.12
Beldar Day 0114 152.00 0.09 13.68
35.80 268.82
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.36 2.69

Page 1039
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

36.16 271.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 5.42 40.73
Cost of 10 nos 41.58 312.23
Cost of 1 nos Each 4.16 31.22 35.38
BRASS FITTINGS - BRIGHT SATIN FINISH :
077010 Providing and fixing bright finished brass butt hinges with necessary
screws etc. complete
077011 125x85x5.5mm (heavy type)
Details of cost for ten nos.
Materials:
Brass butt hinges (heavy type) : 125x85x5.5 mm (.70) kg 10 Nos 0382 1200.00 1.00 1200.00
Brass screws 50 mm cent 0449 185.80 1.00 185.80
Sundries (no rates reqd.) Lumpsum 9999 1.00 3.64 3.64
Labour-
Carpenter 1st class each 0111 168.00 0.14 23.52
Beldar each 0114 152.00 0.10 15.20
38.72 1389.44
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.39 13.89
39.11 1403.33
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 5.87 210.50
Cost of 10 nos 44.97 1613.83
Cost of 1 nos Each 4.50 161.38 165.88
077012 125x70x4mm (ordinary type)
Details of cost for ten nos.
Materials:
Brass butt hinges (light/ordinary type) : 125x70x4 mm 10 Nos 0378 868.00 1.00 868.00
Brass screws 50 mm cent 0449 185.80 1.00 185.80
Sundries (no rates reqd.) Lumpsum 9999 1.00 3.64 3.64
Labour-
Carpenter 1st class Day 0111 168.00 0.14 23.52
Beldar Day 0114 152.00 0.10 15.20
38.72 1057.44
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.39 10.57
39.11 1068.01
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 5.87 160.20
Cost of 10 nos 44.97 1228.22
Cost of 1 nos Each 4.50 122.82 127.32
077013 100x85x5.5mm (heavy type)
Details of cost for ten nos.
Materials:

Page 1040
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Brass butt hinges (heavy type) : 100x85x5.5 mm (.56) kg 10 Nos 0383 868.00 1.00 868.00
Brass screws 40 mm 100 Nos. 0450 142.50 0.80 114.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 2.73 2.73
Labour-
Carpenter 1st class Day 0111 168.00 0.14 23.52
Beldar Day 0114 152.00 0.10 15.20
38.72 984.73
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.39 9.85
39.11 994.58
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 5.87 149.19
Cost of 10 nos 44.97 1143.76
Cost of 1 nos Each 4.50 114.38 118.87
077014 100x70x4mm (ordinary type)
Details of cost for ten nos.
Materials:
Brass butt hinges (light/ordinary type) : 100x70x4 mm 10 Nos 0379 690.00 1.00 690.00
Brass screws 40 mm 100 Nos. 0450 142.50 0.80 114.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 2.73 2.73
Labour-
Carpenter 1st class Day 0111 168.00 0.14 23.52
Beldar Day 0114 152.00 0.10 15.20
38.72 806.73
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.39 8.07
39.11 814.80
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 5.87 122.22
Cost of 10 nos 44.97 937.02
Cost of 1 nos Each 4.50 93.70 98.20
077015 75x65x4mm (heavy type)
Details of cost for ten nos.
Materials:
Brass butt hinges (heavy type) : 75x65x4.0 mm (.20) kg 10 Nos 0384 695.00 1.00 695.00
Brass screws 30 mm 100 Nos. 0451 79.85 0.60 47.91
Sundries (no rates reqd.) Lumpsum 9999 1.00 2.73 2.73
Labour-
Carpenter 1st class Day 0111 168.00 0.14 23.52
Beldar Day 0114 152.00 0.10 15.20 745.64
38.72
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.39 7.46
39.11 753.10
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 5.87 112.96
Cost of 10 nos 44.97 866.06

Page 1041
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Cost of 1 nos Each 4.50 86.61 91.10

077016 75x40x2.5mm (ordinary type)
Details of cost for ten nos.
Materials:
Brass butt hinges (light/ordinary type) : 75x40x2.5 mm 10 Nos 0380 235.00 1.00 235.00
Brass screws 30 mm 100 Nos. 0451 79.85 0.60 47.91
Sundries (no rates reqd.) Lumpsum 9999 1.00 2.73 2.73
Labour-
Carpenter 1st class Day 0111 168.00 0.14 23.52
Beldar Day 0114 152.00 0.10 15.20 285.64
38.72
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.39 2.86
39.11 288.50
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 5.87 43.27
Cost of 10 nos 44.97 331.77
Cost of 1 nos Each 4.50 33.18 37.67
077017 50x40x2.5mm (ordinary type)
Details of cost for ten nos.
Materials:
Brass butt hinges (light/ordinary type) : 50x40x2.5 mm 10 Nos 0381 162.50 1.00 162.50
Brass screws 20 mm cent 0453 78.95 0.40 31.58
Sundries (no rates reqd.) Lumpsum 9999 1.00 1.82 1.82
Labour-
Carpenter 1st class each 0111 168.00 0.14 23.52 195.90
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.24 1.96
23.76 197.86
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 3.56 29.68
Cost of 10 nos 27.32 227.54
Cost of 1 nos Each 2.73 22.75 25.49
077020 Providing and fixing bright finished brass parliamentary hinges with
necessary screws etc. complete
077021 150x125x27x5mm
Details of cost for ten nos.
Materials:
Brass parliamentary hinges 150x125x27x5 mm 10 Nos 0385 3458.00 1.00 3458.00
Brass screws 40 mm 100 Nos. 0450 142.50 0.80 114.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 2.73 2.73
Labour-
Carpenter 1st class each 0111 168.00 0.14 23.52
Beldar each 0114 152.00 0.14 21.28

Page 1042
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

44.80 3574.73
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.45 35.75
45.25 3610.48
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 6.79 541.57
Cost of 10 hinges 52.04 4152.05
Cost of 1 hinge Each 5.20 415.20 420.41
077022 125x125x27x5mm
Details of cost for ten nos.
Materials:
Brass parliamentary hinges 125x125x27x5 mm 10 Nos 0386 3162.00 1.00 3162.00
Brass screws 40 mm 100 Nos. 0450 142.50 0.80 114.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 2.73 2.73
Labour-
Carpenter 1st class Day 0111 168.00 0.14 23.52
Beldar Day 0114 152.00 0.14 21.28
44.80 3278.73
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.45 32.79
45.25 3311.52
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 6.79 496.73
Cost of 10 hinges 52.04 3808.24
Cost of 1 hinge Each 5.20 380.82 386.03
077023 100x125x27x5mm
Details of cost for ten nos.
Materials:
Brass parliamentary hinges 100x125x27x5 mm 10 Nos 0387 2875.00 1.00 2875.00
Brass screws 40 mm 100 Nos. 0450 142.50 0.80 114.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 2.73 2.73
Labour-
Carpenter 1st class Day 0111 168.00 0.14 23.52
Beldar Day 0114 152.00 0.14 21.28
44.80 2991.73
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.45 29.92
45.25 3021.65
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 6.79 453.25
Cost of 10 hinges 52.04 3474.89
Cost of 1 hinge Each 5.20 347.49 352.69
077024 75x100x20x3.2mm
Details of cost for ten nos.
Materials:
Brass parliamentary hinges75x100x20x3.2 mm 10 Nos 0388 2015.00 1.00 2015.00
Brass screws 30 mm 100 Nos. 0451 79.85 0.60 47.91

Page 1043
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Sundries (no rates reqd.) Lumpsum 9999 1.00 2.73 2.73

Labour-
Carpenter 1st class Day 0111 168.00 0.14 23.52
Beldar Day 0114 152.00 0.14 21.28
44.80 2065.64
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.45 20.66
45.25 2086.30
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 6.79 312.94
Cost of 10 hinges 52.04 2399.24
Cost of 1 hinge Each 5.20 239.92 245.13
077030 Providing and fixing bright finished brass single acting spring hinges
with necessary screws etc. complete of size
077031 150mm
Details of cost for ten nos.
Materials:
Brass single acting spring hinges 150 mm Each 0389 1035.00 10.00 10350.00
Brass screws 50 mm 100 Nos. 0449 185.80 0.80 148.64
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 0.70 0.70
Labour-
Carpenter 1st class Day 0111 168.00 0.40 67.20
Beldar Day 0114 152.00 0.20 30.40
97.60 10499.34
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.98 104.99
98.58 10604.33
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 14.79 1590.65
Cost of 10 hinges 113.36 12194.98
Cost of 1 hinge Each 11.34 1219.50 1230.83
077032 125mm
Details of cost for ten nos.
Materials:
Brass single acting spring hinges 125 mm Each 0390 750.00 10.00 7500.00
Brass screws 50 mm 100 Nos. 0449 185.80 0.80 148.64
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 0.70 0.70
Labour-
Carpenter 1st class Day 0111 168.00 0.40 67.20
Beldar Day 0114 152.00 0.20 30.40
97.60 7649.34
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.98 76.49
98.58 7725.83
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 14.79 1158.88
Cost of 10 hinges 113.36 8884.71

Page 1044
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Cost of 1 hinge Each 11.34 888.47 899.81

077033 100mm
Details of cost for ten nos.
Materials:
Brass single acting spring hinges 100 mm Each 0391 615.00 10.00 6150.00
Brass screws 40 mm 100 Nos. 0450 142.50 0.80 114.00
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 0.70 0.70
Labour-
Carpenter 1st class Day 0111 168.00 0.40 67.20
Beldar Day 0114 152.00 0.20 30.40
97.60 6264.70
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.98 62.65
98.58 6327.35
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 14.79 949.10
Cost of 10 hinges 113.36 7276.45
Cost of 1 hinge Each 11.34 727.64 738.98
077040 Providing and fixing bright finished brass double acting spring
hinges with necessary screws etc. complete of size -
077041 150mm
Details of cost for ten nos.
Materials:
Brass double acting spring hinges 150 mm Each 0392 1524.00 10.00 15240.00
Brass screws 50 mm 100 Nos. 0449 185.80 0.80 148.64
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 1.05 1.05
Labour-
Carpenter 1st class Day 0111 168.00 0.40 67.20
Beldar Day 0114 152.00 0.20 30.40
97.60 15389.69
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.98 153.90
98.58 15543.59
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 14.79 2331.54
Cost of 10 hinges 113.36 17875.12
Cost of 1 hinge Each 11.34 1787.51 1798.85
077042 125mm
Details of cost for ten nos.
Materials:
Brass double acting spring hinges 125 mm Each 0393 1268.00 10.00 12680.00
Brass screws 50 mm 100 Nos. 0449 185.80 0.80 148.64
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 1.05 1.05
Labour-

Page 1045
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Carpenter 1st class Day 0111 168.00 0.40 67.20

Beldar Day 0114 152.00 0.20 30.40
97.60 12829.69
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.98 128.30
98.58 12957.99
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 14.79 1943.70
Cost of 10 hinges 113.36 14901.68
Cost of 1 hinge Each 11.34 1490.17 1501.50
077043 100mm
Details of cost for ten nos.
Materials:
Brass double acting spring hinges 100 mm Each 0394 955.00 10.00 9550.00
Brass screws 40 mm 100 Nos. 0450 142.50 0.80 114.00
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 1.05 1.05
Labour-
Carpenter 1st class Day 0111 168.00 0.40 67.20
Beldar Day 0114 152.00 0.20 30.40
97.60 9665.05
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.98 96.65
98.58 9761.70
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 14.79 1464.26
Cost of 10 hinges 113.36 11225.96
Cost of 1 hinge Each 11.34 1122.60 1133.93
077050 Providing and fixing bright finished brass sliding doors bolts - with
screws etc. complete of size
077051 300x16mm
300 mm x 16 mm
Details of cost for ten nos.
Materials:
Brass sliding bolts 300mmx16mm Each 9259 345.50 10.00 3455.00
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 1.05 1.05
Labour-
Carpenter 2nd class Day 0112 158.00 0.40 63.20 3456.05
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.63 34.56
63.83 3490.61
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 9.57 523.59
Cost of 10 sliding bolts 73.41 4014.20
Cost of 1 sliding bolts Each 7.34 401.42 408.76
077052 250x16mm
250 mm x 16 mm
Details of cost for ten nos.

Page 1046
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Materials:
Brass sliding bolt 250mmx16mm Each 9260 287.50 10.00 2875.00
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 1.05 1.05
Labour-
Carpenter 2nd class Day 0112 158.00 0.40 63.20 2876.05
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.63 28.76
63.83 2904.81
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 9.57 435.72
Cost of 10 sliding bolts 73.41 3340.53
Cost of 1 sliding bolts Each 7.34 334.05 341.39
077060 Providing and fixing bright finished brass tower bolts (barrel type)
with necessary screws etc. complete
077061 250x10mm
Details of cost for ten nos.
Materials:
Brass tower bolt (barrel type) 250x10 mm Each 0400 250.00 10.00 2500.00
Brass screws 30 mm 100 Nos. 0451 79.85 1.00 79.85
Sundries (no rates reqd.) Lumpsum 9999 1.00 4.55 4.55
Labour-
Carpenter 1st class Day 0111 168.00 0.10 16.80 2584.40
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.17 25.84
16.97 2610.24
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 2.55 391.54
Cost of 10 tower bolts 19.51 3001.78
Cost of 1 tower bolts Each 1.95 300.18 302.13
077062 200x10mm
Details of cost for ten nos.
Materials:
Brass tower bolt (barrel type) 200x10 mm Each 0401 200.00 10.00 2000.00
Brass screws 30 mm 100 Nos. 0451 79.85 0.80 63.88
Sundries (no rates reqd.) Lumpsum 9999 1.00 2.73 2.73
Labour-
Carpenter 1st class Day 0111 168.00 0.10 16.80 2066.61
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.17 20.67
16.97 2087.28
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 2.55 313.09
Cost of 10 tower bolts 19.51 2400.37
Cost of 1 tower bolts Each 1.95 240.04 241.99
077063 150x10mm
Details of cost for ten nos.

Page 1047
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Materials:
Brass tower bolt (barrel type) 150x10 mm Each 0402 150.00 10.00 1500.00
Brass screws 30 mm 100 Nos. 0451 79.85 0.80 63.88
Sundries (no rates reqd.) Lumpsum 9999 1.00 2.73 2.73
Labour-
Carpenter 1st class Day 0111 168.00 0.10 16.80 1566.61
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.17 15.67
16.97 1582.28
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 2.55 237.34
Cost of 10 tower bolts 19.51 1819.62
Cost of 1 tower bolts Each 1.95 181.96 183.91
077064 100x10mm
Details of cost for ten nos.
Materials:
Brass tower bolt (barrel type) 100x10 mm Each 0403 125.00 10.00 1250.00
Brass screws 30 mm 100 Nos. 0451 79.85 0.60 47.91
Sundries (no rates reqd.) Lumpsum 9999 1.00 2.73 2.73
Labour-
Carpenter 1st class Day 0111 168.00 0.10 16.80 1300.64
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.17 13.01
16.97 1313.65
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 2.55 197.05
Cost of 10 tower bolts 19.51 1510.69
Cost of 1 tower bolts Each 1.95 151.07 153.02
077070 Providing and fixing bright finished brass handles - with screws etc.
complete - of size
077071 125 mm
Details of cost for ten nos.
Materials:
Brass handles 125 mm with plate 175x32 mm Each 0408 86.85 10.00 868.50
Brass screws 25 mm cent 0452 113.90 0.40 45.56
Sundries (no rates reqd.) Lumpsum 9999 1.00 2.73 2.73
Labour-
Carpenter 1st class Day 0111 168.00 0.06 10.08 916.79
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.10 9.17
10.18 925.96
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 1.53 138.89
Cost of 10 handles 11.71 1064.85
Cost of 1 handle Each 1.17 106.49 107.66
077072 100mm

Page 1048
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Details of cost for ten nos.

Materials:
Brass handles 100 mm with plate 150x32 mm Each 0409 69.85 10.00 698.50
Brass screws 25 mm 100 Nos. 0452 113.90 0.40 45.56
Sundries (no rates reqd.) Lumpsum 9999 1.00 2.73 2.73
Labour-
Carpenter 1st class Day 0111 168.00 0.06 10.08 746.79
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.10 7.47
10.18 754.26
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 1.53 113.14
Cost of 10 handles 11.71 867.40
Cost of 1 handle Each 1.17 86.74 87.91
077073 75 mm
Details of cost for ten nos.
Materials:
Brass handles75 mm with plate 125x32 mm Each 0410 57.50 10.00 575.00
Brass screws 25 mm 100 Nos. 0452 113.90 0.40 45.56
Sundries (no rates reqd.) Lumpsum 9999 1.00 2.73 2.73
Labour-
Carpenter 1st class Day 0111 168.00 0.06 10.08 623.29
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.10 6.23
10.18 629.52
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 1.53 94.43
Cost of 10 handles 11.71 723.95
Cost of 1 handle Each 1.17 72.40 73.57
077080 Providing and fixing bright finished brass door latch with necessary
screws etc. complete
077081 300x16x5mm
Details of cost for ten nos.
Materials:
Brass door latch 300x16x5 mm (0.380 kg) Each 0411 345.50 10.00 3455.00
Brass screws 25 mm 100 Nos. 0452 113.90 0.90 102.51
Sundries (no rates reqd.) Lumpsum 9999 1.00 3.64 3.64
Labour-
Carpenter 1st class Day 0111 168.00 0.12 20.16 3561.15
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.20 35.61
20.36 3596.76
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 3.05 539.51
Cost of 10 nos 23.42 4136.28
Cost of 1 nos Each 2.34 413.63 415.97

Page 1049
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

077082 250x16x5mm
Details of cost for ten nos.
Materials:
Brass door latch 250x16x5 mm (0.350 kg) Each 0412 287.50 10.00 2875.00
Brass screws 25 mm 100 Nos. 0452 113.90 0.90 102.51
Sundries (no rates reqd.) Lumpsum 9999 1.00 3.64 3.64
Labour-
Carpenter 1st class Day 0111 168.00 0.12 20.16 2981.15
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.20 29.81
20.36 3010.96
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 3.05 451.64
Cost of 10 nos 23.42 3462.61
Cost of 1 nos Each 2.34 346.26 348.60
077090 Providing and fixing bright finished brass 100mm mortice latch and
lock with 6 levers and a pair of lever handles with necessary screws
etc. complete (best make of approved quality)
Detail of cost for one
Materials:
Brass mortice latch and lock 100x65 mm with6 levers and a pair of Each 0413 450.00 1.00 450.00
brass lever handles
Labour-
Carpenter 1st class Day 0111 168.00 0.17 28.56
Sundries(screws, carriage) Lumpsum 9999 1.00 3.64 3.64
32.20
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.32 4.50
32.52 454.50
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 4.88 68.18
Cost of 1 mortice latch and lock Each 37.40 522.68 560.08
077100 Providing and fixing bright finished brass 100mm mortice latch with
one dead bolt and a pair of lever handles with necessary screws
etc. complete (best make of approved quality)

Detail of cost for one

Materials:
Brass mortice latch 1 00x65mm with a pair of brass lever handles Each 0414 415.00 1.00 415.00
Labour-
Carpenter 1st class Day 0111 168.00 0.17 28.56
Sundries(screws, carriage) Lumpsum 9999 1.00 3.64 3.64
32.20
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.32 4.15
32.52 419.15

Page 1050
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 4.88 62.87
Cost of 1 mortice latch Each 37.40 482.02 519.42
077110 Providing and fixing bright finished brass night latch including
necessary screws etc. complete (best make of approved quality)
Detail of cost for one
Materials:
Brass night latch Each 0438 537.00 1.00 537.00
Labour-
Carpenter 1st class Day 0111 168.00 0.17 28.56
Sundries(screws, carriage) Lumpsum 9999 1.00 3.64 3.64
32.20
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.32 5.37
32.52 542.37
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 4.88 81.36
Cost of 1 night latch Each 37.40 623.73 661.13
077120 Providing and fixing special quality bright finished brass cupboard
or ward robe locks with four levers including necessary screws etc.
complete (best make of approved quality)
077121 40mm
Detail of cost for one
Materials:
40 mm lock Each 2451 45.00 1.00 45.00
Labour-
Carpenter 1st class Day 0111 168.00 0.17 28.56
Sundries (no rates reqd.) Lumpsum 9999 1.00 3.64 3.64
32.20
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.32 0.45
32.52 45.45
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 4.88 6.82
Cost of 1 cupboard lock Each 37.40 52.27 89.67
077122 50mm
Detail of cost for one
Materials:
50 mm lock Each 2452 52.50 1.00 52.50
Labour-
Carpenter 1st class Day 0111 168.00 0.17 28.56
Sundries (no rates reqd.) Lumpsum 9999 1.00 3.64 3.64
32.20
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.32 0.53
32.52 53.03

Page 1051
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 4.88 7.95
Cost of 1 cupboard lock Each 37.40 60.98 98.38
077123 65mm
Detail of cost for one
Materials:
65 mm lock Each 2453 68.00 1.00 67.00
Labour-
Carpenter 1st class Day 0111 168.00 0.17 28.56
Sundries (no rates reqd.) Lumpsum 9999 1.00 3.64 3.64
32.20
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.32 0.67
32.52 67.67
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 4.88 10.15
Cost of 1 cupboard lock Each 37.40 77.82 115.22
077124 75mm
Detail of cost for one
Materials:
75 mm lock Each 2454 84.00 1.00 84.00
Labour-
Carpenter 1st class Day 0111 168.00 0.17 28.56
Sundries (no rates reqd.) Lumpsum 9999 1.00 3.64 3.64
32.20
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.32 0.84
32.52 84.84
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 4.88 12.73
Cost of 1 cupboard lock Each 37.40 97.57 134.97
077130 Providing and fixing 50mm bright finished brass cup board or ward
robe knob with necessary screws (best make of approved quality)
Details of cost for ten nos.
Materials:
Brass cupboard knob or ward robe knob 50 mm Each 0447 38.00 10.00 380.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 2.73 2.73
Labour-
Carpenter 1st class Day 0111 168.00 0.14 23.52
382.73
Add for water charges @ 1% 0.01 0.24 3.83
23.76 386.56
Add for contractors profit and overhead @10% 0.10 2.38 38.66
Cost of 10 cupboard knob 26.13 425.21
Cost of 1 cupboard knob Each 2.61 42.52 45.13

Page 1052
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

077140 Providing and fixing bright finished brass hanging type floor door
stopper with necessary screws etc. complete
Detail of cost for 10 hanging floor door stopper
Materials:
Brass hanging type door stopper 150 mm Each 2455 57.00 10.00 570.00
Brass screws 25 mm cent 0452 113.90 0.20 22.78
Sundries (no rates reqd.) Lumpsum 9999 1.00 2.73 2.73
Labour-
Carpenter 1st class Day 0111 168.00 0.03 5.04 595.51
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.05 5.96
5.09 601.47
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 0.76 90.22
Cost of 10 hanging floor door stopper 5.85 691.68
Cost of 1 hanging floor door stopper Each 0.59 69.17 69.75
077150 Providing and fixing bright finished brass fan light pivot with Each
necessary screws etc. complete
Details of cost for ten nos.
Materials:
Brass fanlight pivot 10 Nos 0429 209.00 1.00 209.00
Brass screws 40 mm 100 Nos. 0450 142.50 0.40 57.00
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 0.20 0.20
Labour-
Carpenter 1st class Day 0111 168.00 0.08 13.44 266.20
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.13 2.66
13.57 268.86
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 2.04 40.33
Cost of 10 fanlight pivot 15.61 309.19
Cost of 1 fanlight pivot Each 1.56 30.92 32.48
077160 Providing and fixing bright finished brass fan light catch with
necessary screws etc. complete
Details of cost for ten nos.
Materials:
Brass fanlight catch 10 Nos 0428 197.00 1.00 197.00
Brass screws 30 mm cent 0451 79.85 0.50 39.93
Sundries (no rates reqd.) Lumpsum 9999 1.00 0.91 0.91
Labour-
Carpenter 1st class Day 0111 168.00 0.07 11.76 237.84
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.12 2.38
11.88 240.21
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 1.78 36.03

Page 1053
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Cost of 10 fanlight catch 13.66 276.25

Cost of 1 fanlight catch Each 1.37 27.62 28.99
077170 Providing and fixing bright finished brass hasp and staple (safety
type) with necessary screws etc. complete
077171 150mm
Details of cost for ten nos.
Materials:
Brass hasps and staples (safety type) 300 mm 10 Nos. 0431 805.00 1.00 805.00
Brass screws 25 mm 100 Nos. 0452 113.90 0.80 91.12
carriage of materials Lumpsum 9999 1.00 0.00 0.00
Labour-
Carpenter 1st class Day 0111 168.00 0.08 13.44 896.12
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.13 8.96
13.57 905.08
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 2.04 135.76
Cost of 10 hasp & staples 15.61 1040.84
Cost of 1 hasp & staples Each 1.56 104.08 105.65
077172 115mm
Details of cost for ten nos.
Materials:
Brass hasps and staples (safety type) 115 mm 10 Nos. 0432 685.00 1.00 685.00
Brass screws 20 mm 100 Nos. 0453 78.95 0.70 55.27
carriage of materials Lumpsum 9999 1.00 0.00 0.00
Labour-
Carpenter 1st class Day 0111 168.00 0.08 13.44 740.27
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.13 7.40
13.57 747.67
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 2.04 112.15
Cost of 10 hasp & staples 15.61 859.82
Cost of 1 hasp & staples Each 1.56 85.98 87.54
077173 90mm
Details of cost for ten nos.
Materials:
Brass hasps and staples (safety type) 90 mm 10 Nos. 0433 545.00 1.00 545.00
Brass screws 20 mm 100 Nos. 0453 78.95 0.70 55.27
carriage of materials Lumpsum 9999 1.00 0.00 0.00
Labour-
Carpenter 1st class Day 0111 168.00 0.08 13.44 600.27
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.13 6.00
13.57 606.27

Page 1054
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 2.04 90.94
Cost of 10 hasp & staples 15.61 697.21
Cost of 1 hasp & staples Each 1.56 69.72 71.28
077180 Providing and fixing IS: 3564 marked aluminium die cast body
tubular type universal hydraulic door closer, hardwyn make (Classic
Queen) or equivalent with necessary accessories and screws etc.
complete
Details of cost for ten nos.
Materials:
Hydraulic door closer bottle type M.S. body with necessary Each 2456 570.00 10.00 5700.00
accessories and screws complete
Brass screws 30 mm 100 Nos. 0451 79.85 0.60 47.91
Carriage of materials Lumpsum 9999 1.00 0.00 0.00
Labour-
Carpenter 2nd class each 0112 158.00 0.10 15.80 5747.91
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.16 57.48
15.96 5805.39
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 2.39 870.81
Cost of 10 door closer 18.35 6676.20
Cost of 1 door closer Each 1.84 667.62 669.45
077190 Providing and fixing IS: 3564 marked aluminium extruded section
body tubular type universal hydraulic door closer with double speed
adjustment with necessary accessories and screws etc. complete

077191 Hardwyn make (Eddy) or equivalent

Details of cost for ten nos.
Materials:
Hydraulic door closer tubular type aluminium extruded section body Each 7057 950.00 10.00 9500.00
- Eddy
Brass screws 30 mm 100 Nos. 0451 79.85 0.60 47.91
Carriage of materials Lumpsum 9999 1.00 0.00 0.00
Labour-
Carpenter 2nd class Day 0112 158.00 0.10 15.80 9547.91
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.16 95.48
15.96 9643.39
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 2.39 1446.51
Cost of 10 door closer 0.00 18.35 11089.90
Cost of 1 door closer Each 1.84 1108.99 1110.82
077192 Hardwyn make (Mytel) or equivalent
Details of cost for ten nos.
Materials:

Page 1055
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Hydraulic door closer tubular type Aluminium extruded section Each 7058 825.00 10.00 8250.00
body-- Mytel
Brass screws 30 mm 100 Nos. 0451 79.85 0.60 47.91
Carriage of materials Lumpsum 9999 1.00 0.00 0.00
Labour-
Carpenter 2nd class Day 0112 158.00 0.10 15.80 8297.91
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.16 82.98
15.96 8380.89
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 2.39 1257.13
Cost of 10 door closer 18.35 9638.02
Cost of 1 door closer Each 1.84 963.80 965.64
077193 Hardwyn make (Gazel) or equivalent
Details of cost for ten nos.
Materials:
Hydraulic door closer, hardwyn make (Gazel) or equivalent Each 9928 1100.00 10.00 11000.00
Brass screws 30 mm 100 Nos. 0451 79.85 0.60 47.91
Carriage of materials Lumpsum 9999 1.00 0.00 0.00
Labour-
Carpenter 2nd class Day 0112 158.00 0.10 15.80 11047.91
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.16 110.48
15.96 11158.39
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 2.39 1673.76
Cost of 10 door closer 18.35 12832.15
Cost of 1 door closer Each 1.84 1283.21 1285.05
077200 Providing and fixing bright finished brass casement window fastener
with necessary screws etc. complete
Details of cost for ten nos.
Materials:
Brass casement window fastener Each 0423 45.00 10.00 450.00
Brass screws 25 mm 100 Nos. 0452 113.90 0.40 45.56
Sundries (no rates reqd.) Lumpsum 9999 1.00 0.91 0.91
Labour-
Carpenter 1st class Each 0111 168.00 0.10 16.80 496.47
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.17 4.96
16.97 501.43
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 2.55 75.22
Cost of 10 casement window fastner 19.51 576.65
Cost of 1 casement window fastner Each 1.95 57.66 59.62
077210 Providing and fixing bright finished brass casement (straight peg
type) with necessary screws etc. complete
077211 300mm weighing not less than 330gms

Page 1056
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Details of cost for ten nos.

Materials:
Brass casement stays (straight peg type) 300 mm weighing not less Each 0424 110.00 10.00 1100.00
than 0.33 kg
Brass screws 30 mm cent 0451 79.85 0.40 31.94
carriage of materials Lumpsum 9999 1.00 0.00 0.00
Labour-
Carpenter 1st class Day 0111 168.00 0.10 16.80 1131.94
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.17 11.32
16.97 1143.26
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 2.55 171.49
Cost of 10 casement stayes 19.51 1314.75
Cost of 1 casement stayes Each 1.95 131.47 133.43
077212 250mm weighing not less than 280gms
Details of cost for ten nos.
Materials:
Brass casement stays (straight peg type) 250 mm weighing not less Each 0425 95.00 10.00 950.00
than 0.28 kg
Brass screws 25 mm cent 0452 113.90 0.40 45.56
carriage of materials Lumpsum 9999 1.00 0.00 0.00
Labour-
Carpenter 1st class Day 0111 168.00 0.10 16.80 995.56
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.17 9.96
16.97 1005.52
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 2.55 150.83
Cost of 10 casement stayes 19.51 1156.34
Cost of 1 casement stayes Each 1.95 115.63 117.59
077213 200mm weighing not less than 240gms
Details of cost for ten nos.
Materials:
Brass casement stays (straight peg type) 200 mm weighing not less Each 0426 82.00 10.00 820.00
than 0.24 kg
Brass screws 25 mm 100 Nos. 0452 113.90 0.40 45.56
carriage of materials Lumpsum 9999 1.00 0.00 0.00
Labour-
Carpenter 1st class Day 0111 168.00 0.10 16.80 865.56
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.17 8.66
16.97 874.22
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 2.55 131.13
Cost of 10 casement stayes 19.51 1005.35

Page 1057
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Cost of 1 casement stayes Each 1.95 100.53 102.49

077220 Providing and fixing nickel chromium plated brass butt hinges with
necessary screws etc. complete
077221 125x85x5.5mm (heavy type)
Cost for ten
Materials:
Chromium plated Brass butt hinges 125mmx85mmx5.5mm 10 Nos. 9263 630.00 1.00 630.00
Chromium plated Brass screws 50 mm 100 Nos 0585 204.50 1.00 204.50
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 0.30 0.30
Labour-
Carpenter 1st class Day 0111 168.00 0.14 23.52
Beldar Day 0114 152.00 0.10 15.20
38.72 834.80
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.39 8.35
39.11 843.15
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 5.87 126.47
Cost of 10 hinges 44.97 969.62
Cost of 1 hinges Each 4.50 96.96 101.46
077222 125x70x4mm (ordinary type)
Cost for ten
Materials:
Chromium plated Brass butt hinges (Light/Oridinary) type 125x70x4 10 Nos. 0525 943.50 1.00 943.50
mm
Chromium plated Brass screws 50 mm 100 Nos 0585 204.50 1.00 204.50
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 0.30 0.30
Labour-
Carpenter 1st class Day 0111 168.00 0.14 23.52
Beldar Day 0114 152.00 0.10 15.20
38.72 1148.30
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.39 11.48
39.11 1159.78
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 5.87 173.97
Cost of 10 hinges 44.97 1333.75
Cost of 1 hinges Each 4.50 133.38 137.87
077223 100x85x5.5mm (heavy type)
Cost for ten
Materials:
Chromium plated Brass butt hinges 100mmx85mmx5.5mm 10 Nos. 9264 590.00 1.00 590.00
Chromium plated Brass screws 40 mm 100 Nos 0586 156.50 0.80 125.20
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 0.30 0.30

Page 1058
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Labour-
Carpenter 1st class Day 0111 168.00 0.14 23.52
Beldar Day 0114 152.00 0.10 15.20
38.72 715.50
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.39 7.16
39.11 722.66
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 5.87 108.40
Cost of 10 hinges 44.97 831.05
Cost of 1 hinges Each 4.50 83.11 87.60
077224 100x70x4mm (ordinary type)
Cost for ten
Materials:
Chromium plated Brass butt hinges (Light/Oridinary) type 100x70x4 10 Nos. 0526 757.50 1.00 757.50
mm
Chromium plated Brass screws 40 mm 100 Nos 0586 156.50 0.80 125.20
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 0.30 0.30
Labour-
Carpenter 1st class Day 0111 168.00 0.14 23.52
Beldar Day 0114 152.00 0.10 15.20
38.72 883.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.39 8.83
39.11 891.83
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 5.87 133.77
Cost of 10 hinges 44.97 1025.60
Cost of 1 hinges Each 4.50 102.56 107.06
077225 75x65x4mm (heavy type)
Cost for ten
Materials:
Chromium plated Brass butt hinges (heavy) type 75x65x4.0 mm 10 Nos. 0524 740.00 1.00 740.00
(200gms)
Chromium plated Brass screws 30 mm 100 Nos 0587 87.90 0.60 52.74
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 0.30 0.30
Labour-
Carpenter 1st class Day 0111 168.00 0.14 23.52
Beldar Day 0114 152.00 0.10 15.20
38.72 793.04
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.39 7.93
39.11 800.97
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 5.87 120.15
Cost of 10 hinges 44.97 921.12
Cost of 1 hinges Each 4.50 92.11 96.61

Page 1059
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

077226 75x40x2.5mm (ordinary type)

Cost for ten
Materials:
Chromium plated Brass butt hinges (light/ordinary) type 10 Nos. 0527 280.00 1.00 280.00
75x40x2.5mm
Chromium plated Brass screws 30 mm 100 Nos 0587 87.90 0.60 52.74
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 0.30 0.30
Labour-
Carpenter 1st class Day 0111 168.00 0.14 23.52
Beldar Day 0114 152.00 0.10 15.20
38.72 333.04
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.39 3.33
39.11 336.37
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 5.87 50.46
Cost of 10 hinges 44.97 386.83
Cost of 1 hinges Each 4.50 38.68 43.18
077227 50x40x2.5mm (ordinary type)
Cost for ten
Materials:
Chromium plated Brass butt hinges (light/ordinary) type 10 Nos. 0528 230.00 1.00 230.00
50x40x2.5mm
Chromium plated Brass screws 20 mm 100 Nos 0589 99.50 0.40 39.80
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 0.10 0.10
Labour-
Carpenter 1st class Day 0111 168.00 0.14 23.52
Beldar Day 0114 152.00 0.10 15.20
38.72 269.90
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.39 2.70
39.11 272.60
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 5.87 40.89
Cost of 10 hinges 44.97 313.49
Cost of 1 hinges Each 4.50 31.35 35.85
077230 Providing and fixing Nickel chromium plated brass parliamentary
hinges with necessary screws etc. complete
077231 150x125x27x5mm
Cost for ten
Materials:
Nickel chromium plated brass parliamentary hinges 150x125x27x5 10 Nos. 9840 3638.00 1.00 3638.00
mm
Chromium plated brass screws 45mm 100 Nos. 9265 60.00 0.80 48.00
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 0.30 0.30

Page 1060
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Labour-
Carpenter 1st class each 0111 168.00 0.14 23.52
Beldar each 0114 152.00 0.14 21.28
44.80 3686.30
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.45 36.86
45.25 3723.16
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 6.79 558.47
Cost of 10 hinges 52.04 4281.64
Cost of 1 hinges Each 5.20 428.16 433.37
077232 125x125x27x5mm
Cost for ten
Materials:
Nickel chromium plated brass parliamentary hinges 125x125x27x5 10 Nos. 9841 3312.00 1.00 3312.00
mm
Chromium plated Brass screws 40 mm 100 Nos 0586 156.50 0.80 125.20
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 0.50 0.50
Labour-
Carpenter 1st class Day 0111 168.00 0.14 23.52
Beldar Day 0114 152.00 0.14 21.28
44.80 3437.70
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.45 34.38
45.25 3472.08
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 6.79 520.81
Cost of 10 hinges 52.04 3992.89
Cost of 1 hinges Each 5.20 399.29 404.49
077233 100x125x27x5mm
Cost for ten
Materials:
Nickel chromium plated brass parliamentary hinges 100x125x27x5 10 Nos. 9842 2997.00 1.00 2997.00
mm
Chromium plated Brass screws 40 mm 100 Nos 0586 156.50 0.80 125.20
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 0.50 0.50
Labour-
Carpenter 1st class Day 0111 168.00 0.14 23.52
Beldar Day 0114 152.00 0.14 21.28
44.80 3122.70
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.45 31.23
45.25 3153.93
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 6.79 473.09
Cost of 10 hinges 52.04 3627.02
Cost of 1 hinges Each 5.20 362.70 367.91

Page 1061
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

077234 75x100x20x3.2mm.
Cost for ten
Materials:
Nickel chromium plated brass parliamentary hinges75x100x20x3.2 10 Nos. 9843 2105.00 1.00 2105.00
mm
Chromium plated Brass screws 30 mm 100 Nos 0587 87.90 0.60 52.74
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 0.50 0.50
Labour-
Carpenter 1st class Day 0111 168.00 0.14 23.52
Beldar Day 0114 152.00 0.14 21.28
44.80 2158.24
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.45 21.58
45.25 2179.82
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 6.79 326.97
Cost of 10 hinges 52.04 2506.80
Cost of 1 hinges Each 5.20 250.68 255.88
077240 Providing and fixing Nickel chromium plated brass single acting
spring hinges with necessary screws etc. complete :
077241 150mm
Cost for ten
Materials:
Nickel chromium plated brass single acting spring hinges 150 mm Each 9844 1070.00 10.00 10700.00
Chromium plated Brass screws 50 mm 100 Nos 0585 204.50 0.80 163.60
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 0.70 0.70
Labour-
Carpenter 1st class Day 0111 168.00 0.40 67.20
Beldar Day 0114 152.00 0.20 30.40
97.60 10864.30
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.98 108.64
98.58 10972.94
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 14.79 1645.94
Cost of 10 hinges 113.36 12618.88
Cost of 1 hinges Each 11.34 1261.89 1273.22
077242 125mm
Cost for ten
Materials:
Nickel chromium plated brass single acting spring hinges 125 mm Each 9845 780.00 10.00 7800.00
Chromium plated Brass screws 50 mm 100 Nos 0585 204.50 0.80 163.60
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 0.70 0.70
Labour-

Page 1062
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Carpenter 1st class Day 0111 168.00 0.40 67.20

Beldar Day 0114 152.00 0.20 30.40
97.60 7964.30
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.98 79.64
98.58 8043.94
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 14.79 1206.59
Cost of 10 hinges 113.36 9250.53
Cost of 1 hinges Each 11.34 925.05 936.39
077243 100mm
Cost for ten
Materials:
Nickel chromium plated brass single acting spring hinges 100 mm Each 9846 640.00 10.00 6400.00
Chromium plated Brass screws 40 mm 100 Nos 0586 156.50 0.80 125.20
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 0.70 0.70
Labour-
Carpenter 1st class Day 0111 168.00 0.40 67.20
Beldar Day 0114 152.00 0.20 30.40
97.60 6525.90
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.98 65.26
98.58 6591.16
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 14.79 988.67
Cost of 10 hinges 113.36 7579.83
Cost of 1 hinges Each 11.34 757.98 769.32
077250 Providing and fixing Nickel chromium plated brass double acting
spring hinges with necessary screws etc. complete :
077251 150mm
Cost for ten
Materials:
Nickel chromium plated brass double acting spring hinges 150 mm Each 9847 1560.00 10.00 15600.00

Chromium plated Brass screws 50 mm 100 Nos 0585 204.50 0.80 163.60
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 1.00 1.00
Labour-
Carpenter 1st class Day 0111 168.00 0.40 67.20
Beldar Day 0114 152.00 0.20 30.40
97.60 15764.60
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.98 157.65
98.58 15922.25
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 14.79 2388.34
Cost of 10 hinges 113.36 18310.58
Cost of 1 hinges Each 11.34 1831.06 1842.39

Page 1063
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

077252 125mm
Cost for ten
Materials:
Nickel chromium plated brass double acting spring hinges 125 mm Each 9848 1298.00 10.00 12980.00

Chromium plated Brass screws 50 mm 100 Nos 0585 204.50 0.80 163.60
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 1.00 1.00
Labour-
Carpenter 1st class Day 0111 168.00 0.40 67.20
Beldar Day 0114 152.00 0.20 30.40
97.60 13144.60
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.98 131.45
98.58 13276.05
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 14.79 1991.41
Cost of 10 hinges 113.36 15267.45
Cost of 1 hinges Each 11.34 1526.75 1538.08
077253 100mm
Cost for ten
Materials:
Nickel chromium plated brass double acting spring hinges 100 mm Each 9849 999.00 10.00 9990.00

Chromium plated Brass screws 40 mm 100 Nos 0586 156.50 0.80 125.20
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 0.60 0.60
Labour-
Carpenter 1st class Day 0111 168.00 0.40 67.20
Beldar Day 0114 152.00 0.20 30.40
97.60 10115.80
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.98 101.16
98.58 10216.96
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 14.79 1532.54
Cost of 10 hinges 113.36 11749.50
Cost of 1 hinges Each 11.34 1174.95 1186.29
077260 Providing and fixing Nickel chromium plated brass sliding doors
bolts and screws etc. complete :
077261 300x16mm
Cost for ten
Materials:
Brass sliding door bolt 300mmx16mm Each 9266 225.00 10.00 2250.00
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 2.00 2.00
Labour-

Page 1064
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Carpenter 1st class Day 0111 168.00 0.40 67.20 2252.00

Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.67 22.52
67.87 2274.52
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 10.18 341.18
Cost of 10 Sliding door bolt 78.05 2615.70
Cost of 1 Sliding door bolt Each 7.81 261.57 269.38
077262 250x16mm
Cost for ten
Materials:
Brass sliding door bolt 250mmx16mm Each 9267 180.00 10.00 1800.00
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 2.00 2.00
Labour-
Carpenter 1st class Day 0111 168.00 0.40 67.20 1802.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.67 18.02
67.87 1820.02
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 10.18 273.00
Cost of 10 Sliding door bolt 78.05 2093.02
Cost of 1 Sliding door bolt Each 7.81 209.30 217.11
077270 Providing and fixing Nickel chromium plated brass tower bolts
(barrel type) with necessary screws etc complete :
077271 250x10mm
Cost for ten
Materials:
Nickel chromium plated brass tower bolt (barrel type) 250x10 mm Each 9851 155.00 10.00 1550.00
Chromium plated Brass screws 25 mm 100 Nos 0588 125.50 1.00 125.50
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 0.70 0.70
Labour-
Carpenter 1st class Day 0111 168.00 0.10 16.80 1676.20
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.17 16.76
16.97 1692.96
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 2.55 253.94
Cost of 10 tower bolt 19.51 1946.91
Cost of 1tower bolt bolt Each 1.95 194.69 196.64
077272 200x10mm
Cost for ten
Materials:
Nickel chromium plated brass tower bolt (barrel type) 200x10 mm Each 9852 120.00 10.00 1200.00
Chromium plated Brass screws 25 mm 100 Nos 0588 125.50 0.80 100.40
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 0.70 0.70
Labour-

Page 1065
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Carpenter 1st class Day 0111 168.00 0.10 16.80 1301.10

Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.17 13.01
16.97 1314.11
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 2.55 197.12
Cost of 10 tower bolt 19.51 1511.23
Cost of 1tower bolt bolt Each 1.95 151.12 153.07
077273 150x10mm
Cost for ten
Materials:
Nickel chromium plated brass tower bolt (barrel type) 150x10 mm Each 9853 95.00 10.00 950.00
Chromium plated Brass screws 25 mm 100 Nos 0588 125.50 0.60 75.30
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 0.50 0.50
Labour-
Carpenter 1st class Day 0111 168.00 0.10 16.80 1025.80
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.17 10.26
16.97 1036.06
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 2.55 155.41
Cost of 10 tower bolt 19.51 1191.47
Cost of 1tower bolt bolt Each 1.95 119.15 121.10
077274 100x10mm
Cost for ten
Materials:
Nickel chromium plated brass tower bolt (barrel type) 100x10 mm Each 9854 75.00 10.00 750.00
Chromium plated Brass screws 25 mm 100 Nos 0588 125.50 0.60 75.30
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 0.50 0.50
Labour-
Carpenter 1st class Day 0111 168.00 0.08 13.44 825.80
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.13 8.26
13.57 834.06
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 2.04 125.11
Cost of 10 tower bolt 15.61 959.17
Cost of 1tower bolt bolt Each 1.56 95.92 97.48
077280 Providing and fixing Nickel chromium plated brass handles with
necessary screws etc. complete
077281 125mm
Cost for ten
Materials:
Chromium plated Brass handles 125 mm with plate 175 x32 mm Each 0555 97.35 10.00 973.50
Brass screws 25 mm 100 Nos. 0452 113.90 0.40 45.56
carriage of materials Lumpsum 9999 1.00 0.00 0.00

Page 1066
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Labour-
Carpenter 1st class Day 0111 168.00 0.06 10.08
1019.06
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.10 10.19
10.18 1029.25
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 1.53 154.39
Cost of 10 handles 11.71 1183.64
Cost of 1 handle Each 1.17 118.36 119.53
077282 100mm
Details of cost for ten nos.
Materials:
Chromium plated Brass handles 100 mm with plate 150 x 32 mm Each 0556 78.85 10.00 788.50
Brass screws 25 mm 100 Nos. 0452 113.90 0.40 45.56
carriage of materials Lumpsum 9999 1.00 0.00 0.00
Labour-
Carpenter 1st class Day 0111 168.00 0.06 10.08
834.06
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.10 8.34
10.18 842.40
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 1.53 126.36
Cost of 10 handles 11.71 968.76
Cost of 1 handle Each 1.17 96.88 98.05
077283 75mm
Details of cost for ten nos.
Materials:
Chromium plated Brass handles 75mm with plate 125x32 mm Each 0557 65.00 10.00 650.00
Brass screws 25 mm 100 Nos. 0452 113.90 0.40 45.56
carriage of materials Lumpsum 9999 1.00 0.00 0.00
Labour-
Carpenter 1st class Day 0111 168.00 0.06 10.08
695.56
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.10 6.96
10.18 702.52
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 1.53 105.38
Cost of 10 handles 11.71 807.89
Cost of 1 handle Each 1.17 80.79 81.96
077290 Providing and fixing chromium plated brass door latch with
necessary screws etc. complete
077291 300x16x5mm
Details of cost for ten nos.

Page 1067
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Materials:
Nickel chromium plated brass door latch 300x16x5 mm (0.380 kg) Each 9855 135.00 10.00 1350.00
Chromium plated Brass screws 25 mm 100 Nos 0588 125.50 0.90 112.95
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 0.60 0.60
Labour-
Carpenter 1st class Day 0111 168.00 0.12 20.16
1463.55
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.20 14.64
20.36 1478.19
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 3.05 221.73
Cost of 10 latches 23.42 1699.91
Cost of 1 latch Each 2.34 169.99 172.33
077292 250x16x5mm
Details of cost for ten nos.
Materials:
Nickel chromium plated brass door latch 250x16x5 mm (0.350 kg) Each 9856 125.00 10.00 1250.00
Chromium plated Brass screws 25 mm 100 Nos 0588 125.50 0.90 112.95
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 0.60 0.60
Labour-
Carpenter 1st class Day 0111 168.00 0.12 20.16
1363.55
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.20 13.64
20.36 1377.19
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 3.05 206.58
Cost of 10 latches 23.42 1583.76
Cost of 1 latch Each 2.34 158.38 160.72
077300 Providing and fixing nickel chromium plated brass fan light pivot Each
with necessary screws etc. complete
Details of cost for ten nos.
Materials:
Nickel chromium plated brass fanlight pivot 10 Nos. 9858 190.00 1.00 190.00
Chromium plated Brass screws 40 mm 100 Nos 0586 156.50 0.40 62.60
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 0.20 0.20
Labour- 252.60
Carpenter 1st class Day 0111 168.00 0.08 13.44
252.80
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.13 2.53
13.57 255.33
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 2.04 38.30
Cost of 10 latches 15.61 293.63

Page 1068
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Cost of 1 latch Each 1.56 29.36 30.92

077310 Providing and fixing nickel chromium plated brass fan light catch Each
with necessary screws etc. complete
Details of cost for ten nos.
Materials:
Nickel chromium plated brass fanlight catch 10 Nos. 9857 145.00 1.00 145.00
Chromium plated Brass screws 20 mm 100 Nos 0589 99.50 0.50 49.75
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 0.40 0.40
Labour-
Carpenter 1st class Day 0111 168.00 0.07 11.76
195.15
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.12 1.95
11.88 197.10
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 1.78 29.57
Cost of 10 catches 13.66 226.67
Cost of 1 catch Each 1.37 22.67 24.03
077320 Providing and fixing nickel chromium plated brass hasp and staple
(safety type) with necessary screws etc. complete
077321 150mm
Details of cost for ten nos.
Materials:
Nickel chromium platedBrass hasp and staple safety type 150mm 10 Nos. 9261 620.00 1.00 620.00
Chromium plated Brass screws 25 mm 100 Nos 0588 125.50 0.80 100.40
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 4.25 4.25
Labour-
Carpenter 1st class Day 0111 168.00 0.08 13.44
724.65
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.13 7.25
13.57 731.90
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 2.04 109.78
Cost of 10 hasp and staples 15.61 841.68
Cost of 1hasp and staples Each 1.56 84.17 85.73
077322 115mm
Details of cost for ten nos.
Materials:
Nickel chromium plated brass hasps and staples (safety type) 115 10 Nos. 9859 480.00 1.00 480.00
mm
Chromium plated Brass screws 20 mm 100 Nos 0589 99.50 0.70 69.65
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 4.25 4.25
Labour-

Page 1069
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Carpenter 1st class Day 0111 168.00 0.08 13.44

553.90
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.13 5.54
13.57 559.44
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 2.04 83.92
Cost of 10 hasp and staples 15.61 643.35
Cost of 1hasp and staples Each 1.56 64.34 65.90
077323 90mm
Details of cost for ten nos.
Materials:
Nickel chromium plated brass hasps and staples (safety type)90 10 Nos. 9860 375.00 1.00 375.00
mm
Chromium plated Brass screws 20 mm 100 Nos 0589 99.50 0.70 69.65
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 0.40 0.40
Labour-
Carpenter 1st class Day 0111 168.00 0.08 13.44
445.05
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.13 4.45
13.57 449.50
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 2.04 67.43
Cost of 10 hasp and staples 15.61 516.93
Cost of 1hasp and staples Each 1.56 51.69 53.25
077330 Providing and fixing chromium plated brass 100mm mortice latch
and lock with 6 levers and a pair of lever handles with necessary
screws etc. complete (best make of approved quality)
Detail of cost for one
Materials:
Chromium plated Brass mortice latch and lock 100x65 mm with 6 Each 0558 565.00 1.00 565.00
levers and a pair of brass lever handle with 6 Levers and a pair of
brass lever handles
Labour-
Carpenter 1st class each 0111 168.00 0.17 28.56
Sundries (screws,carriage etc.) Lumpsum 9999 1.00 3.64 3.64
32.20
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.32 5.65
32.52 570.65
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 4.88 85.60
Cost of 1 mortice latch and lock Each 37.40 656.25 693.65
077340 Providing and fixing chromium plated brass 100mm mortice latch Each
with one dead bolt and a pair of lever handles with necessary
screws etc. complete (best make of approved quality)

Page 1070
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Cost for one

Materials:
100 mm mortice latch chromium plated Each 9861 340.00 1.00 340.00
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 0.00 0.00
Labour-
Carpenter 1st class Day 0111 168.00 0.17 28.56
340.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.29 3.40
28.85 343.40
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 4.33 51.51
Cost of 1 mortice latch Each 33.17 394.91 428.08
077350 Providing and fixing chromium plated brass night latch including
necessary screws etc. complete (best make of approved quality)
Detail of cost for one
Materials:
Chromium plated Brass Night latch Each 0583 715.00 1.00 715.00
Labour-
Carpenter 1st class Day 0111 168.00 0.17 28.56
Sundries (no rates reqd.) Lumpsum 9999 1.00 3.64 3.64
32.20
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.32 7.15
32.52 722.15
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 4.88 108.32
Cost of 1 night latch Each 37.40 830.47 867.87
077360 Providing and fixing special quality chromium plated brass cup
board locks with six levers including necessary screws etc.
complete (best make of approved quality) of :
077361 Size 40mm
Detail of cost for one
Materials:
40 mm lock Each 2468 39.50 1.00 39.50
Labour-
Carpenter 1st class Day 0111 168.00 0.17 28.56
Sundries (no rates reqd.) Lumpsum 9999 1.00 3.64 3.64
32.20
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.32 0.40
32.52 39.90
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 4.88 5.98
Cost of 1 cupboard lock Each 37.40 45.88 83.28
077362 Size 50mm

Page 1071
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Detail of cost for one

Materials:
50 mm lock Each 2469 52.50 1.00 52.50
Labour-
Carpenter 1st class Day 0111 168.00 0.17 28.56
Sundries (no rates reqd.) Lumpsum 9999 1.00 3.64 3.64
32.20
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.32 0.53
32.52 53.03
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 4.88 7.95
Cost of 1 cupboard lock Each 37.40 60.98 98.38
077363 Size 65mm
Detail of cost for one
Materials:
65 mm lock Each 2470 68.80 1.00 68.80
Labour-
Carpenter 1st class Day 0111 168.00 0.17 28.56
Sundries (no rates reqd.) Lumpsum 9999 1.00 3.64 3.64
32.20
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.32 0.69
32.52 69.49
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 4.88 10.42
Cost of 1 cupboard lock Each 37.40 79.91 117.31
077364 Size 75mm
Detail of cost for one
Materials:
75 mm lock Each 2471 80.80 1.00 80.80
Labour-
Carpenter 1st class Day 0111 168.00 0.17 28.56
Sundries (no rates reqd.) Lumpsum 9999 1.00 3.64 3.64
32.20
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.32 0.81
32.52 81.61
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 4.88 12.24
Cost of 1 cupboard lock Each 37.40 93.85 131.25
077370 Providing and fixing nickel chromium plated brass 50mm cupboard
or wardrobe knobs with nuts complete
Detail of cost for 10 nos.
Materials:
Chromium plated Brass Wardrobe Knob 50 mm Each 0584 43.00 10.00 430.00

Page 1072
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Carriage of materials Lumpsum 9999 1.00 2.73 2.73

432.73
Labour-
Carpenter 1st class Day 0111 168.00 0.14 23.52
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.24 4.33
23.76 437.06
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 3.56 65.56
Cost of 10 cupboard knob 27.32 502.62
Cost of 1 cupboard knob Each 2.73 50.26 52.99
077380 Providing and fixing nickel chromium plated brass hanging type
floor door stopper with necessary screws etc. complete
Detail of cost for 10 nos.
Materials:
Brass 150 mm floor door stopper (0.357kg) Each 0417 170.00 10.00 1700.00
Chromium plated Brass screws 40 mm 100 Nos 0586 156.50 0.40 62.60
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 1.00 1.00
Labour-
Carpenter 1st class Day 0111 168.00 0.07 11.76
Sundries(wooden plug including fixing in the floor etc.) Lumpsum 9999 1.00 1.60 1.60
13.36 1763.60
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.13 17.64
13.49 1781.24
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 2.02 267.19
Cost of 10 door stopper 15.52 2048.42
Cost of 1 door stopper Each 1.55 204.84 206.39
077390 Providing and fixing nickel chromium plated brass casement
window fastener with necessary screws etc. complete
Detail of cost for 10 nos.
Materials:
Chromium plated brass casement window fastener Each 0568 95.00 10.00 950.00
Chromium plated Brass screws 25 mm 100 Nos 0588 125.50 4.40 552.20
Carriage of materials Lumpsum 9999 1.00 0.91 0.91
1503.11
Labour-
Carpenter 1st class Day 0111 168.00 0.10 16.80
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.17 15.03
16.97 1518.14
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 2.55 227.72
Cost of 10 window fastener 19.51 1745.86
Cost of 1 window fastener Each 1.95 174.59 176.54

Page 1073
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

077400 Providing and fixing nickel chromium plated brass casement stays
(straight peg type) with necessary screws etc. complete
077401 300mm weighing not less than 330gms
Detail of cost for 10 nos.
Materials:
Chromium plated Brass casement stays (straight peg type) 300 mm Each 0569 125.00 10.00 1250.00
weighing not less than 0.33 kg
Chromium plated Brass screws 25 mm 100 Nos 0588 125.50 0.40 50.20
Sundries (no rates reqd.) Lumpsum 9999 1.00 0.91 0.91
1301.11
Labour-
Carpenter 1st class Day 0111 168.00 0.10 16.80
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.17 13.01
16.97 1314.12
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 2.55 197.12
Cost of 10 casement stays 19.51 1511.24
Cost of 1 casement stays Each 1.95 151.12 153.08
077402 250mm weighing not less than 280gms
Detail of cost for 10 nos.
Materials:
Chromium plated Brass casement stays (straight peg type) 250 mm Each 0570 120.00 10.00 1200.00
weighing not less than 0.28 kg
Chromium plated Brass screws 25 mm 100 Nos 0588 125.50 0.40 50.20
Sundries (no rates reqd.) Lumpsum 9999 1.00 0.91 0.91
1251.11
Labour-
Carpenter 1st class Day 0111 168.00 0.10 16.80
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.17 12.51
16.97 1263.62
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 2.55 189.54
Cost of 10 casement stays 19.51 1453.16
Cost of 1 casement stays Each 1.95 145.32 147.27
077403 200mm weighing not less than 240gms
Detail of cost for 10 nos.
Materials:
Chromium plated Brass casement stays (straight peg type) 200 mm Each 0571 87.00 10.00 870.00
weighing not less than 0.24 kg
Chromium plated Brass screws 25 mm 100 Nos 0588 125.50 0.40 50.20
Sundries (no rates reqd.) Lumpsum 9999 1.00 0.91 0.91
921.11

Page 1074
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Labour-
Carpenter 1st class Day 0111 168.00 0.10 16.80
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.17 9.21
16.97 930.32
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 2.55 139.55
Cost of 10 casement stays 19.51 1069.87
Cost of 1 casement stays Each 1.95 106.99 108.94
077410 Providing and fixing copper oxidised brass butt hinges with
necessary screws etc. complete
077411 125x85x5.5mm (heavy type)
Detail of cost for 10 nos.
Materials:
Copper oxidized brass butt hinges (heavy type) : 125x85x5.5 mm 10 Nos. 9866 1280.00 1.00 1280.00
(.70) kg
Brass screws 50 mm 100 Nos. 0449 185.80 1.00 185.80
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 0.30 0.30
Labour-
Carpenter 1st class each 0111 168.00 0.14 23.52
Beldar each 0114 152.00 0.10 15.20
38.72 1466.10
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.39 14.66
39.11 1480.76
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 5.87 222.11
Cost of 10 hinges 44.97 1702.88
Cost of 1 hinge Each 4.50 170.29 174.78
077412 125x70x4mm (ordinary type)
Detail of cost for 10 nos.
Materials:
Copper oxidized brass butt hinges (light/ordinary type) : 125x70x4 10 Nos. 9862 945.00 1.00 945.00
mm
Brass screws 50 mm 100 Nos. 0449 185.80 1.00 185.80
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 0.30 0.30
Labour-
Carpenter 1st class Day 0111 168.00 0.14 23.52
Beldar Day 0114 152.00 0.10 15.20
38.72 1131.10
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.39 11.31
39.11 1142.41
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 5.87 171.36
Cost of 10 hinges 44.97 1313.77
Cost of 1 hinge Each 4.50 131.38 135.87

Page 1075
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

077413 100x85x5.5mm (heavy type)

Detail of cost for 10 nos.
Materials:
Copper oxidized brass butt hinges (heavy type) : 100x85x5.5 mm 10 Nos. 9867 928.00 1.00 928.00
(.56) kg
Brass screws 40 mm 100 Nos. 0450 142.50 0.80 114.00
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 0.50 0.50
Labour-
Carpenter 1st class Day 0111 168.00 0.14 23.52
Beldar Day 0114 152.00 0.10 15.20
38.72 1042.50
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.39 10.43
39.11 1052.93
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 5.87 157.94
Cost of 10 hinges 44.97 1210.86
Cost of 1 hinge Each 4.50 121.09 125.58
077414 100x70x4mm (ordinary type)
Detail of cost for 10 nos.
Materials:
Copper oxidized brass butt hinges (light/ordinary type) : 100x70x4 10 Nos. 9863 755.00 1.00 755.00
mm
Brass screws 40 mm 100 Nos. 0450 142.50 0.80 114.00
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 0.30 0.30
Labour-
Carpenter 1st class Day 0111 168.00 0.14 23.52
Beldar Day 0114 152.00 0.10 15.20
38.72 869.30
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.39 8.69
39.11 877.99
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 5.87 131.70
Cost of 10 hinges 44.97 1009.69
Cost of 1 hinge Each 4.50 100.97 105.47
077415 75x65x4mm (heavy type)
Detail of cost for 10 nos.
Materials:
Copper oxidized brass butt hinges (heavy type) :75x65x4.0 mm(.20) 10 Nos. 9868 740.00 1.00 740.00
kg
Brass screws 30 mm 100 Nos. 0451 79.85 0.80 63.88
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 0.30 0.30
Labour-

Page 1076
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Carpenter 1st class Day 0111 168.00 0.14 23.52

Beldar Day 0114 152.00 0.10 15.20
38.72 804.18
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.39 8.04
39.11 812.22
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 5.87 121.83
Cost of 10 hinges 44.97 934.06
Cost of 1 hinge Each 4.50 93.41 97.90
077416 75x40x2.5mm (ordinary type)
Detail of cost for 10 nos.
Materials:
Copper oxidized brass butt hinges (light/ordinary type) : 75x40x2.5 10 Nos. 9864 280.00 1.00 280.00
mm
Brass screws 30 mm 100 Nos. 0451 79.85 0.80 63.88
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 0.12 0.12
Labour-
Carpenter 1st class Day 0111 168.00 0.14 23.52
Beldar Day 0114 152.00 0.10 15.20
38.72 344.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.39 3.44
39.11 347.44
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.10 3.91 34.74
Cost of 10 hinges 43.02 382.18
Cost of 1 hinge Each 4.30 38.22 42.52
077417 50x40x2.5mm (ordinary type)
Detail of cost for 10 nos.
Materials:
Copper oxidized brass butt hinges (light/ordinary type) : 50x40x2.5 10 Nos. 9865 193.00 1.00 193.00
mm
Brass screws 20 mm 100 Nos. 0453 78.95 0.40 31.58
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 0.15 0.15
Labour-
Carpenter 1st class Day 0111 168.00 0.08 13.44
224.73
Add for water charges @ 1% 0.01 0.13 2.25
13.57 226.98
Add for contractors profit and overhead @10% 0.10 1.36 22.70
Cost of 10 hinges 14.93 249.68
Cost of 1 hinge Each 1.49 24.97 26.46
077420 Providing and fixing copper oxidised brass parliamentary hinges
with necessary screws etc. complete

Page 1077
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

077421 150x125x27x5mm
Detail of cost for 10 nos.
Materials:
Copper oxidized brass parliamentary hinges 150x125x27x5 mm 10 Nos. 9869 3640.00 1.00 3640.00
Brass screws 40 mm 100 Nos. 0450 142.50 0.20 28.50
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 0.50 0.50
Labour-
Carpenter 1st class Day 0111 168.00 0.14 23.52
Beldar Day 0114 152.00 0.14 21.28
44.80 3669.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.45 36.69
45.25 3705.69
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 6.79 555.85
Cost of 10 hinges 52.04 4261.54
Cost of 1 hinge Each 5.20 426.15 431.36
077422 125x125x27x5mm
Detail of cost for 10 nos.
Materials:
Copper oxidized brass parliamentary hinges 125x125x27x5 mm 10 Nos. 9870 3310.00 1.00 3310.00
Brass screws 40 mm 100 Nos. 0450 142.50 0.80 114.00
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 0.50 0.50
Labour-
Carpenter 1st class Day 0111 168.00 0.14 23.52
Beldar Day 0114 152.00 0.14 21.28
44.80 3424.50
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.45 34.25
45.25 3458.75
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 6.79 518.81
Cost of 10 hinges 52.04 3977.56
Cost of 1 hinge Each 5.20 397.76 402.96
077423 100x125x27x5mm
Detail of cost for 10 nos.
Materials:
Copper oxidized brass parliamentary hinges 100x125x27x5 mm 10 Nos. 9871 3000.00 1.00 3000.00
Brass screws 40 mm 100 Nos. 0450 142.50 0.80 114.00
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 0.50 0.50
Labour-
Carpenter 1st class Day 0111 168.00 0.14 23.52
Beldar Day 0114 152.00 0.14 21.28
44.80 3114.50

Page 1078
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.45 31.15
45.25 3145.65
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 6.79 471.85
Cost of 10 hinges 52.04 3617.49
Cost of 1 hinge Each 5.20 361.75 366.95
077424 75x100x20x3.2mm
Detail of cost for 10 nos.
Materials:
Copper oxidized brass parliamentary hinges75x100x20x3.2 mm 10 Nos. 9872 2100.00 1.00 2100.00
Brass screws 30 mm 100 Nos. 0451 79.85 0.30 23.96
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 0.35 0.35
Labour-
Carpenter 1st class Day 0111 168.00 0.14 23.52
Beldar Day 0114 152.00 0.14 21.28
44.80 2124.31
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.45 21.24
45.25 2145.55
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 6.79 321.83
Cost of 10 hinges 52.04 2467.38
Cost of 1 hinge Each 5.20 246.74 251.94
077430 Providing and fixing copper oxidised brass single acting spring
hinges with necessary screws etc. complete :
077431 150mm
Detail of cost for 10 nos.
Materials:
Copper oxidized brass single acting spring hinges 150 mm Each 9873 1070.00 10.00 10700.00
Brass screws 50 mm 100 Nos. 0449 185.80 0.80 148.64
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 0.60 0.60
Labour-
Carpenter 1st class Day 0111 168.00 0.40 67.20
Beldar Day 0114 152.00 0.20 30.40
97.60 10849.24
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.98 108.49
98.58 10957.73
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 14.79 1643.66
Cost of 10 hinges 113.36 12601.39
Cost of 1 hinge Each 11.34 1260.14 1271.48
077432 125mm
Detail of cost for 10 nos.
Materials:
Copper oxidized brass single acting spring hinges 125 mm Each 9874 780.00 10.00 7800.00

Page 1079
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Brass screws 50 mm 100 Nos. 0449 185.80 0.80 148.64

Sundries (including handling of materials etc.) Lumpsum 9999 1.00 0.60 0.60
Labour-
Carpenter 1st class Day 0111 168.00 0.40 67.20
Beldar Day 0114 152.00 0.20 30.40
97.60 7949.24
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.98 79.49
98.58 8028.73
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 14.79 1204.31
Cost of 10 hinges 113.36 9233.04
Cost of 1 hinge Each 11.34 923.30 934.64
077433 100mm
Detail of cost for 10 nos.
Materials:
Copper oxidized brass single acting spring hinges 100 mm Each 9875 680.00 10.00 6800.00
Brass screws 40 mm 100 Nos. 0450 142.50 0.80 114.00
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 0.60 0.60
Labour-
Carpenter 1st class Day 0111 168.00 0.40 67.20
Beldar Day 0114 152.00 0.20 30.40
97.60 6914.60
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.98 69.15
98.58 6983.75
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 14.79 1047.56
Cost of 10 hinges 113.36 8031.31
Cost of 1 hinge Each 11.34 803.13 814.47
077440 Providing and fixing copper oxidised brass double acting spring
hinges with necessary screws etc. complete :
077441 150mm
Detail of cost for 10 nos.
Materials:
Copper oxidized brass double acting spring hinges 150 mm Each 9876 1560.00 10.00 15600.00
Brass screws 50 mm 100 Nos. 0449 185.80 0.80 148.64
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 0.60 0.60
Labour-
Carpenter 1st class Day 0111 168.00 0.40 67.20
Beldar Day 0114 152.00 0.20 30.40
97.60 15749.24
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.98 157.49
98.58 15906.73
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 14.79 2386.01

Page 1080
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Cost of 10 hinges 113.36 18292.74

Cost of 1 hinge Each 11.34 1829.27 1840.61
077442 125mm
Detail of cost for 10 nos.
Materials:
Copper oxidized brass double acting spring hinges 125 mm Each 9877 1298.00 10.00 12980.00
Brass screws 50 mm 100 Nos. 0449 185.80 0.80 148.64
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 0.60 0.60
Labour-
Carpenter 1st class Day 0111 168.00 0.40 67.20
Beldar Day 0114 152.00 0.20 30.40
97.60 13129.24
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.98 131.29
98.58 13260.53
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 14.79 1989.08
Cost of 10 hinges 113.36 15249.61
Cost of 1 hinge Each 11.34 1524.96 1536.30
077443 100mm
Detail of cost for 10 nos.
Materials:
Copper oxidized brass double acting spring hinges 100 mm Each 9878 980.00 10.00 9800.00
Brass screws 40 mm 100 Nos. 0450 142.50 0.80 114.00
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 0.60 0.60
Labour-
Carpenter 1st class Day 0111 168.00 0.40 67.20
Beldar Day 0114 152.00 0.20 30.40
97.60 9914.60
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.98 99.15
98.58 10013.75
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 14.79 1502.06
Cost of 10 hinges 113.36 11515.81
Cost of 1 hinge Each 11.34 1151.58 1162.92
077450 Providing and fixing copper oxidised brass sliding doors bolts and
screws etc. complete :
077451 300x16mm
Detail of cost for 10 nos.
Materials:
Copper oxidised brass sliding door bolt 300mmx16mm Each 9901 363.50 10.00 3635.00
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 1.05 1.05
Labour-

Page 1081
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Carpenter 1st class Day 0111 168.00 0.40 67.20 3636.05

Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.67 36.36
67.87 3672.41
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 10.18 550.86
Cost of 10 sliding bolts 78.05 4223.27
Cost of 1 sliding bolt Each 7.81 422.33 430.13
077452 250x16mm
Detail of cost for 10 nos.
Materials:
Copper oxidised brass sliding door bolt 250mmx16mm Each 9902 302.50 10.00 3025.00
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 1.05 1.05
Labour-
Carpenter 1st class Day 0111 168.00 0.40 67.20 3026.05

Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.67 30.26
67.87 3056.31
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 10.18 458.45
Cost of 10 sliding bolts 78.05 3514.76
Cost of 1 sliding bolt Each 7.81 351.48 359.28
077460 Providing and fixing copper oxidised bras tower bolts (barrel type)
with necessary screws etc complete :
077461 250x10mm
Detail of cost for 10 nos.
Materials:
Copper oxidized brass tower bolt (barrel type) 250x10 mm Each 9880 270.00 10.00 2700.00
Brass screws 25 mm 100 Nos. 0452 113.90 1.00 113.90
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 1.00 1.00
Labour-
Carpenter 1st class Day 0111 168.00 0.10 16.80
2814.90
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.17 28.15
16.97 2843.05
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 2.55 426.46
Cost of 10 sliding bolts 19.51 3269.51
Cost of 1 sliding bolt Each 1.95 326.95 328.90
077462 200x10mm
Detail of cost for 10 nos.
Materials:
Copper oxidized brass tower bolt (barrel type) 200x10 mm Each 9881 250.00 10.00 2500.00
Brass screws 25 mm 100 Nos. 0452 113.90 0.80 91.12

Page 1082
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Sundries (including handling of materials etc.) Lumpsum 9999 1.00 1.00 1.00
Labour-
Carpenter 1st class Day 0111 168.00 0.10 16.80
2592.12
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.17 25.92
16.97 2618.04
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 2.55 392.71
Cost of 10 sliding bolts 19.51 3010.75
Cost of 1 sliding bolt Each 1.95 301.07 303.03
077463 150x10mm
Detail of cost for 10 nos.
Materials:
Copper oxidized brass tower bolt (barrel type) 150x10 mm Each 9882 180.00 10.00 1800.00
Brass screws 25 mm 100 Nos. 0452 113.90 0.60 68.34
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 0.50 0.50
Labour-
Carpenter 1st class Day 0111 168.00 0.10 16.80
1868.84
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.17 18.69
16.97 1887.53
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 2.55 283.13
Cost of 10 sliding bolts 19.51 2170.66
Cost of 1 sliding bolt Each 1.95 217.07 219.02
077464 100x10mm
Detail of cost for 10 nos.
Materials:
Copper oxidized brass tower bolt (barrel type) 100x10 mm Each 9883 120.00 10.00 1200.00
Brass screws 25 mm 100 Nos. 0452 113.90 0.60 68.34
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 0.50 0.50
Labour-
Carpenter 1st class Day 0111 168.00 0.10 16.80
1268.84
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.17 12.69
16.97 1281.53
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 2.55 192.23
Cost of 10 sliding bolts 19.51 1473.76
Cost of 1 sliding bolt Each 1.95 147.38 149.33
077470 Providing and fixing copper oxidised brass handles with necessary
screws etc. complete
077471 125mm
Detail of cost for 10 nos.

Page 1083
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Materials:
Copper oxidized brass handles 125 mm with plate 175x32 mm Each 9888 97.35 10.00 973.50
Brass screws 25 mm 100 Nos. 0452 113.90 0.40 45.56
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 1.30 1.30
Labour-
Carpenter 1st class Day 0111 168.00 0.06 10.08
1020.36
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.10 10.20
10.18 1030.56
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 1.53 154.58
Cost of 10 handles 11.71 1185.15
Cost of 1 handle Each 1.17 118.51 119.69
077472 100mm
Detail of cost for 10 nos.
Materials:
Copper oxidized brass handles 100 mm with plate 150x32 mm Each 9889 78.85 10.00 788.50
Brass screws 25 mm 100 Nos. 0452 113.90 0.40 45.56
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 1.30 1.30
Labour-
Carpenter 1st class Day 0111 168.00 0.06 10.08
835.36
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.10 8.35
10.18 843.71
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 1.53 126.56
Cost of 10 handles 11.71 970.27
Cost of 1 handle Each 1.17 97.03 98.20
077473 75mm
Detail of cost for 10 nos.
Materials:
Copper oxidized brass handles 75 mm with plate 125x32 mm Each 9890 65.00 10.00 650.00
Brass screws 25 mm 100 Nos. 0452 113.90 0.40 45.56
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 0.60 0.60
Labour-
Carpenter 1st class Day 0111 168.00 0.06 10.08
696.16
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.10 6.96
10.18 703.12
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 1.53 105.47
Cost of 10 handles 11.71 808.59
Cost of 1 handle Each 1.17 80.86 82.03

Page 1084
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

077480 Providing and fixing copper oxidised brass door latch with
necessary screws etc. complete
077481 300x16x5mm
Cost for ten
Materials:
Copper oxidized brass door latch 300x16x5 mm (0.380 kg) Each 9891 381.50 10.00 3815.00
Brass screws 25 mm 100 Nos. 0452 113.90 0.90 102.51
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 0.60 0.60
Labour-
Carpenter 1st class Day 0111 168.00 0.12 20.16
3918.11
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.20 39.18
20.36 3957.29
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 3.05 593.59
Cost of 10 door latch 23.42 4550.88
Cost of 1 door latch Each 2.34 455.09 457.43
077482 250x16x5mm
Cost for ten
Materials:
Copper oxidized brass door latch 250x16x5 mm (0.350 kg) Each 9892 317.50 10.00 3175.00
Brass screws 25 mm 100 Nos. 0452 113.90 0.90 102.51
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 0.60 0.60
Labour-
Carpenter 1st class Day 0111 168.00 0.12 20.16
3278.11
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.20 32.78
20.36 3310.89
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 3.05 496.63
Cost of 10 door latch 23.42 3807.52
Cost of 1 door latch Each 2.34 380.75 383.09
077490 Providing and fixing copper oxidised brass fan light pivot with Each
necessary screws etc. complete
Cost for ten
Materials:
Copper oxidized brass fanlight pivot 10 Nos. 9894 290.00 1.00 290.00
Brass screws 40 mm 100 Nos. 0450 142.50 0.40 57.00
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 0.20 0.20
Labour- 347.20
Carpenter 1st class Day 0111 168.00 0.08 13.44
347.20

Page 1085
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.13 3.47
13.57 350.67
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 2.04 52.60
Cost of 10 pivot 15.61 403.27
Cost of 1 pivot Each 1.56 40.33 41.89
077500 Providing and fixing copper oxidised brass fan light catch with Each
necessary screws etc. complete
Cost for ten
Materials:
Copper oxidized brass fanlight catch 10 Nos. 9893 270.00 1.00 270.00
Brass screws 20 mm 100 Nos. 0453 78.95 0.50 39.48
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 0.20 0.20
Labour-
Carpenter 1st class Day 0111 168.00 0.07 11.76
309.68
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.12 3.10
11.88 312.77
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 1.78 46.92
Cost of 10 pivot 13.66 359.69
Cost of 1 pivot Each 1.37 35.97 37.33
077510 Providing and fixing copper oxidised brass hasp and staple (safety
type) with necessary screws etc. complete
077511 150mm
Cost for ten
Materials:
Copper oxidized brass hasps and staples (safety type) 300 mm 10 Nos. 9895 780.00 1.00 780.00
Brass screws 25 mm 100 Nos. 0452 113.90 0.80 91.12
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 0.50 0.50
Labour-
Carpenter 1st class Day 0111 168.00 0.08 13.44
871.62
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.13 8.72
13.57 880.34
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 2.04 132.05
Cost of 10 hasp and staples 15.61 1012.39
Cost of 1 hasp and staples Each 1.56 101.24 102.80
077512 115mm
Cost for ten
Materials:
Copper oxidized brass hasps and staples (safety type) 115 mm 10 Nos. 9896 710.00 1.00 710.00
Brass screws 20 mm 100 Nos. 0453 78.95 0.70 55.27

Page 1086
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Sundries (including handling of materials etc.) Lumpsum 9999 1.00 0.50 0.50
Labour-
Carpenter 1st class Day 0111 168.00 0.08 13.44
765.77
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.13 7.66
13.57 773.42
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 2.04 116.01
Cost of 10 hasp and staples 15.61 889.44
Cost of 1 hasp and staples Each 1.56 88.94 90.50
077513 90mm
Cost for ten
Materials:
Copper oxidized brass hasps and staples (safety type) 90 mm 10 Nos. 9897 560.00 1.00 560.00
Brass screws 20 mm 100 Nos. 0453 78.95 0.70 55.27
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 0.30 0.30
Labour-
Carpenter 1st class Day 0111 168.00 0.08 13.44
615.56
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.13 6.16
13.57 621.72
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 2.04 93.26
Cost of 10 hasp and staples 15.61 714.98
Cost of 1 hasp and staples Each 1.56 71.50 73.06
077520 Providing and fixing copper oxidised brass 100mm mortice latch
and lock with 6 levers and a pair of lever handles with necessary
screws etc. complete (best make of approved quality)
Cost for one
Materials:
Copper oxidised brass 100mm mortice latch and lock with 6 levers Each 9900 565.00 1.00 565.00
and a pair of lever handles
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 0.30 0.30
Labour-
Carpenter 1st class Day 0111 168.00 0.17 28.56
565.30
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.29 5.65
28.85 570.95
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 4.33 85.64
Cost of 1 mortice latch and lock Each 33.17 656.60 689.77

Page 1087
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

077530 Providing and fixing copper oxidised brass 100mm mortice latch
with one dead bolt and a pair of lever handles with necessary
screws etc. complete (best make of approved quality)
Cost for one
Materials:
Providing and fixing copper oxidised brass 100mm mortice latch
with one dead bolt and a pair of lever handles with necessary
screws etc. complete (best make of approved quality)
Brass mortice latch 1 00x65mm with a pair of brass lever handles Each 0414 415.00 1.00 415.00
Sundries (including handling of materials etc.) Lumpsum 9999 1.00 0.40 0.40
Labour-
Carpenter 1st class Day 0111 168.00 0.17 28.56 415.40
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.29 4.15
28.85 419.55
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 4.33 62.93
Cost of 10 mortice latch and lock Each 33.17 482.49 515.66
077540 Providing and fixing copper oxidised brass night latch including
necessary screws etc. complete (best make of approved quality)
Detail of cost for one
Materials:
Copper oxidized brass night latch Each 9899 570.00 1.00 570.00
Labour-
Carpenter 1st class Day 0111 168.00 0.17 25.76
Sundries (no rates reqd.) Lumpsum 9999 1.00 1.40 3.64
29.40
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.29 5.70
29.69 575.70
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 2.97 86.36
Cost of 1 night latch Each 32.66 662.06 694.71
077550 Providing and fixing special quality copper oxidised brass cup board
locks with six levers including necessary screws etc. complete (best
make of approved quality) of :
077551 Size 40mm
Detail of cost for one
Materials:
Copper oxidised brass cup board locks with six levers 40mm Each 9268 210.00 1.00 210.00
Labour-
Carpenter 1st class Day 0111 168.00 0.17 28.56
Sundries (no rates reqd.) Lumpsum 9999 1.00 1.40 1.40
29.96

Page 1088
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.30 2.10
30.26 212.10
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 4.54 31.81
Cost of 1 cupboard lock Each 34.80 243.92 278.71
077552 Size 50mm
Detail of cost for one
Materials:
Copper oxidised brass cup board locks with six levers 50mm Each 9269 230.00 1.00 230.00
Labour-
Carpenter 1st class Day 0111 168.00 0.17 28.56
Sundries (no rates reqd.) Lumpsum 9999 1.00 1.40 1.40
29.96
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.30 2.30
30.26 232.30
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 4.54 34.85
Cost of 1 cupboard lock Each 34.80 267.15 301.94
077553 Size 65mm
Detail of cost for one
Materials:
Copper oxidised brass cup board locks with six levers 65mm Each 9270 245.00 1.00 245.00
Labour-
Carpenter 1st class Day 0111 168.00 0.17 28.56
Sundries (no rates reqd.) Lumpsum 9999 1.00 1.40 1.40
29.96
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.30 2.45
30.26 247.45
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 4.54 37.12
Cost of 1 cupboard lock Each 34.80 284.57 319.37
077554 Size 75mm
Detail of cost for one
Materials:
Copper oxidised brass cup board locks with six levers 75mm Each 9271 260.00 1.00 260.00
Labour-
Carpenter 1st class Day 0111 168.00 0.17 28.56
Sundries (no rates reqd.) Lumpsum 9999 1.00 1.40 1.40
29.96
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.30 2.60
30.26 262.60
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 4.54 39.39
Cost of 1 cupboard lock Each 34.80 301.99 336.79

Page 1089
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

077560 Providing and fixing copper oxidised brass 50mm cupboard or

wardrobe knobs with nuts complete
Detail of cost for 10 nos.
Materials:
Copper oxidised brass 50mm cupboard or wardrobe knobs Each 9272 65.00 10.00 650.00
Carriage of materials Lumpsum 9999 1.00 0.00 0.00
650.00
Labour-
Carpenter 1st class each 0111 151.50 0.14 21.21
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.21 6.50
21.42 656.50
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 3.21 98.48
Cost of 10 cupboard knob Each 24.64 754.98
Cost of 1 cupboard knob 2.46 75.50 77.96
077570 Providing and fixing copper oxidised brass hanging type floor door
stopper with necessary screws etc. complete
Details of cost for 10 nos.
Materials
Copper oxidized brass hanging floor door stopper Each 9273 38.00 10.00 380.00
Brass screws 25 mm 100 Nos. 0452 113.90 0.20 22.78
Carriage of materials Lumpsum 9999 1.00 0.00 0.00
Labour-
Carpenter 1st class Day 0111 168.00 0.14 23.52
402.78
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.24 4.03
23.76 406.81
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 3.56 61.02
Cost of 10 floor door stopper 27.32 467.83
Cost of 1 floor door stopper Each 2.73 46.78 49.51
077580 Providing and fixing copper oxidised brass casement window
fastener with necessary screws etc. complete
Detail of cost for 10 nos.
Materials:
Copper oxidised brass casement window fastener Each 9274 35.00 10.00 350.00
Copper oxidised brass screws 25mm 100 Nos 0588 125.50 4.40 552.20
Carriage of materials Lumpsum 9999 1.00 0.00 0.00
902.20
Labour-
Carpenter 1st class each 0111 151.50 0.10 15.15
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.15 9.02

Page 1090
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

15.30 911.22
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 2.30 136.68
Cost of 10 window fastener 17.60 1047.91
Cost of 1 window fastener Each 1.76 104.79 106.55
077590 Providing and fixing copper oxidised brass casement stays (straight
peg type) with necessary screws etc. complete
077591 300mm weighing not less than 330gms
Detail of cost for 10 nos.
Materials:
Copper oxidised brass casement stays (straight peg type) 300mm Each 9275 35.00 10.00 350.00
Copper oxidised brass screws 25mm 100 Nos 0588 125.50 0.40 50.20
Carriage of materials Lumpsum 9999 1.00 0.00 0.00
400.20
Labour-
Carpenter 1st class each 0111 151.50 0.10 15.15
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.15 4.00
15.30 404.20
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 2.30 60.63
Cost of 10 casement stays 17.60 464.83
Cost of 1 casement stays Each 1.76 46.48 48.24
077592 250mm weighing not less than 280gms
Detail of cost for 10 nos.
Materials:
Copper oxidised brass casement stays (straight peg type) 250mm Each 9276 30.00 10.00 300.00
Copper oxidised brass screws 25mm 100 Nos 0588 125.50 0.40 50.20
Carriage of materials Lumpsum 9999 1.00 0.00 0.00
350.20
Labour-
Carpenter 1st class each 0111 151.50 0.10 15.15
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.15 3.50
15.30 353.70
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 2.30 53.06
Cost of 10 casement stays 17.60 406.76
Cost of 1 casement stays Each 1.76 40.68 42.44
077593 200mm weighing not less than 240gms
Detail of cost for 10 nos.
Materials:
Copper oxidised brass casement stays (straight peg type) 200mm Each 9277 25.00 10.00 250.00
Copper oxidised brass screws 25mm 100 Nos 0588 125.50 0.40 50.20
Carriage of materials Lumpsum 9999 1.00 0.00 0.00
300.20

Page 1091
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Labour-
Carpenter 1st class each 0111 151.50 0.10 15.15
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.15 3.00
15.30 303.20
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 2.30 45.48
Cost of 10 casement stays 17.60 348.68
Cost of 1 casement stays Each 1.76 34.87 36.63
077600 Providing and fixing magnetic catcher ISI marked with necessary
screws etc. complete
Detail of cost for 10 nos.
Materials:
Magnetic catcher double strip horizontal type Each 8715 15.00 10.00 150.00
Chromium plated Brass screws 25 mm 100 Nos 0588 125.50 0.20 25.10
Sundries (no rates reqd.) Lumpsum 9999 1.00 2.73 2.73
Labour-
Carpenter 1st class Day 0111 168.00 0.03 5.04
177.83
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.05 1.78
5.09 179.61
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 0.76 26.94
Cost of 10 magnetic chatcher 5.85 206.55
Cost of 1 magnetic chatcher Each 0.59 20.65 21.24
ALUMINIUM FITTING - (ANODISED) GYPBOARD
078010 Providing and fixing ISI marked aluminium butt hinges ISI marked
anodised (anodic coating not less than grade AC 10 as per IS:
1868) transparent or dyed to required colour or shade with
necessary screws etc. complete
078011 125x75x4mm
Detail of cost for 10 nos.
Materials:
Anodised Aluminium butt hinges 125x75x4 mm 10 Nos. 0687 445.00 1.00 445.00
Chromium plated Brass screws 50 mm 100 Nos 0585 204.50 1.00 204.50
Sundries (no rates reqd.) Lumpsum 9999 1.00 3.64 3.64
Labour-
Carpenter 1st class Day 0111 168.00 0.14 23.52
Beldar Day 0114 152.00 0.09 13.68
37.20 653.14
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.37 6.53
37.57 659.67
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 5.64 98.95
Cost of 10 nos. 43.21 758.62

Page 1092
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Cost of 1 nos. Each 4.32 75.86 80.18

078012 125x63x4mm
Detail of cost for 10 nos.
Materials:
Anodised Aluminium butt hinges 125x63x4 mm 10 Nos. 0688 391.25 1.00 391.25
Chromium plated Brass screws 50 mm 100 Nos 0585 204.50 1.00 204.50
Sundries (no rates reqd.) Lumpsum 9999 1.00 3.64 3.64
Labour-
Carpenter 1st class Day 0111 168.00 0.14 23.52
Beldar Day 0114 152.00 0.09 13.68
37.20 599.39
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.37 5.99
37.57 605.38
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 5.64 90.81
Cost of 10 nos. 43.21 696.19
Cost of 1 nos. Each 4.32 69.62 73.94
078013 100x75x4mm
Detail of cost for 10 nos.
Materials:
Anodised Aluminium butt hinges 100x75x4 mm 10 Nos. 0689 455.00 1.00 455.00
Chromium plated Brass screws 40 mm 100 Nos 0586 156.50 0.80 125.20
Sundries (no rates reqd.) Lumpsum 9999 1.00 2.73 2.73
Labour-
Carpenter 1st class Day 0111 168.00 0.14 23.52
Beldar Day 0114 152.00 0.09 13.68
37.20 582.93
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.37 5.83
37.57 588.76
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 5.64 88.31
Cost of 10 nos. 43.21 677.07
Cost of 1 nos. Each 4.32 67.71 72.03
078014 100x63x4mm
Detail of cost for 10 nos.
Materials:
Anodised Aluminium butt hinges 100x63x4 mm 10 Nos. 0691 370.00 1.00 370.00
Chromium plated Brass screws 40 mm 100 Nos 0586 156.50 0.80 125.20
Sundries (no rates reqd.) Lumpsum 9999 1.00 2.73 2.73
Labour-
Carpenter 1st class Day 0111 168.00 0.14 23.52
Beldar Day 0114 152.00 0.09 13.68

Page 1093
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

37.20 497.93
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.37 4.98
37.57 502.91
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 5.64 75.44
Cost of 10 nos. 43.21 578.35
Cost of 1 nos. Each 4.32 57.83 62.16
078015 100x63x3.2mm
Detail of cost for 10 nos.
Materials:
Anodised Aluminium butt hinges 1 00x63x3.2 mm 10 Nos. 0690 425.00 1.00 425.00
Chromium plated Brass screws 40 mm 100 Nos 0586 156.50 0.80 125.20
Sundries (no rates reqd.) Lumpsum 9999 1.00 2.73 2.73
Labour-
Carpenter 1st class Day 0111 168.00 0.14 23.52
Beldar Day 0114 152.00 0.09 13.68
37.20 552.93
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.37 5.53
37.57 558.46
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 5.64 83.77
Cost of 10 nos. 43.21 642.23
Cost of 1 nos. Each 4.32 64.22 68.54
078016 175x63x4mm
Detail of cost for 10 nos.
Materials:
Anodised Aluminium butt hinges 75x63x4 mm 10 Nos. 0692 310.00 1.00 310.00
Chromium plated Brass screws 30 mm 100 Nos 0587 87.90 0.60 52.74
Sundries (no rates reqd.) Lumpsum 9999 1.00 1.82 1.82
Labour-
Carpenter 1st class Day 0111 168.00 0.14 23.52
Beldar Day 0114 152.00 0.09 13.68
37.20 364.56
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.37 3.65
37.57 368.21
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 5.64 55.23
Cost of 10 nos. 43.21 423.44
Cost of 1 nos. Each 4.32 42.34 46.66
078017 75x63x3.2mm
Detail of cost for 10 nos.
Materials:
Anodised Aluminium butt hinges 75x63x3.2 mm 10 Nos. 0693 240.00 1.00 240.00
Chromium plated Brass screws 30 mm 100 Nos 0587 87.90 0.60 52.74

Page 1094
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Sundries (no rates reqd.) Lumpsum 9999 1.00 1.82 1.82

Labour-
Carpenter 1st class Day 0111 168.00 0.14 23.52
Beldar Day 0114 152.00 0.09 13.68
37.20 294.56
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.37 2.95
37.57 297.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 5.64 44.63
Cost of 10 nos. 43.21 342.13
Cost of 1 nos. Each 4.32 34.21 38.53
078018 75x45x3.2mm
Detail of cost for 10 nos.
Materials:
Anodised Aluminium butt hinges 75x45x3.2 mm 10 Nos. 0694 135.00 1.00 135.00
Chromium plated Brass screws 30 mm 100 Nos 0587 87.90 0.60 52.74
Sundries (no rates reqd.) Lumpsum 9999 1.00 1.82 1.82
Labour-
Carpenter 1st class Day 0111 168.00 0.14 23.52
Beldar Day 0114 152.00 0.09 13.68
37.20 189.56
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.37 1.90
37.57 191.46
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 5.64 28.72
Cost of 10 nos. 43.21 220.17
Cost of 1 nos. Each 4.32 22.02 26.34
Note : Aluminium hinges shall not be used in wooden shutters,
stainless hinges shall be preferred
078020 Providing and fixing aluminium sliding door bolts ISI marked
anodised (anodic coating not less than grade AC 10 as per IS:
1868) transparent or dyed to required colour or shade with nuts and
screws etc. complete
078021 300x16mm
Detail of cost for 10 nos.
Materials:
Anodised Aluminium sliding door bolt 300x16 mm Each 0696 140.00 10.00 1400.00
Chromium plated Brass screws 25 mm cent 0588 125.50 0.40 50.20
Sundries (no rates reqd.) Lumpsum 9999 1.00 5.46 5.46
Labour-
Carpenter 1st class Day 0111 168.00 0.50 84.00
1455.66
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.84 14.56

Page 1095
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

84.84 1470.22
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 12.73 220.53
Cost of 10 sliding bolts. 97.57 1690.75
Cost of 1 sliding bolts. Each 9.76 169.07 178.83
078022 250x16mm
Detail of cost for 10 nos.
Materials:
Anodised Aluminium sliding door bolt 250x16 mm Each 0697 110.00 10.00 1100.00
Chromium plated Brass screws 25 mm 100 Nos 0588 125.50 0.40 50.20
Sundries (no rates reqd.) Lumpsum 9999 1.00 5.46 5.46
Labour-
Carpenter 1st class Day 0111 168.00 0.50 84.00
1155.66
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.84 11.56
84.84 1167.22
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 12.73 175.08
Cost of 10 sliding bolts. 97.57 1342.30
Cost of 1 sliding bolts. Each 9.76 134.23 143.99
078030 Providing and fixing aluminium tower bolts ISI marked anodised
(anodic coating not less than grade AC 10 as per IS: 1868)
transparent or dyed to required colour or shade with necessary
screws etc. complete
078031 300x10mm
Detail of cost for 10 nos.
Materials:
Anodised Aluminium tower bolt (barrel type) 300x10 mm Anodised 10 Nos. 0698 483.00 1.00 483.00
Chromium plated Brass screws 30 mm 100 Nos 0587 87.90 0.80 70.32
Sundries (no rates reqd.) Lumpsum 9999 1.00 4.42 4.42
Labour-
Carpenter 1st class Day 0111 168.00 0.13 21.00
557.74
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.21 5.58
21.21 563.32
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 3.18 84.50
Cost of 10 tower bolts. 24.39 647.82
Cost of 1 tower bolts. Each 2.44 64.78 67.22
078032 250x10mm
Detail of cost for 10 nos.
Materials:
Aluminium tower bolt (barrel type) 250x10 mm Anodised 10 Nos. 0699 402.50 1.00 402.50
Chromium plated Brass screws 30 mm 100 Nos 0587 87.90 0.80 70.32

Page 1096
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Sundries (no rates reqd.) Lumpsum 9999 1.00 4.42 4.42

Labour-
Carpenter 1st class Day 0111 168.00 0.13 21.00
477.24
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.21 4.77
21.21 482.01
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 3.18 72.30
Cost of 10 tower bolts. 24.39 554.31
Cost of 1 tower bolts. Each 2.44 55.43 57.87
078033 200x10mm
Detail of cost for 10 nos.
Materials:
Aluminium tower bolt (barrel type) 200x10 mm Anodised 10 Nos. 0700 322.25 1.00 322.25
Chromium plated Brass screws 30 mm 100 Nos 0587 87.90 0.80 70.32
Sundries (no rates reqd.) Lumpsum 9999 1.00 4.42 4.42
Labour-
Carpenter 1st class Day 0111 168.00 0.13 21.00
396.99
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.21 3.97
21.21 400.96
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 3.18 60.14
Cost of 10 tower bolts. 24.39 461.10
Cost of 1 tower bolts. Each 2.44 46.11 48.55
078034 150x10mm
Detail of cost for 10 nos.
Materials:
Aluminium tower bolt (barrel type) 150x10 mm Anodised 10 Nos. 0701 253.50 1.00 253.50
Chromium plated Brass screws 30 mm 100 Nos 0587 87.90 0.80 70.32
Sundries (no rates reqd.) Lumpsum 9999 1.00 4.42 4.42
Labour-
Carpenter 1st class Day 0111 168.00 0.08 13.44
328.24
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.13 3.28
13.57 331.52
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 2.04 49.73
Cost of 10 tower bolts. 15.61 381.25
Cost of 1 tower bolts. Each 1.56 38.13 39.69
078035 100x10mm
Detail of cost for 10 nos.
Materials:

Page 1097
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Aluminium tower bolt (barrel type) 100x10 mm Anodised 10 Nos. 0702 184.25 1.00 184.25
Chromium plated Brass screws 30 mm 100 Nos 0587 87.90 0.60 52.74
Sundries (no rates reqd.) Lumpsum 9999 1.00 4.42 4.42
Labour-
Carpenter 1st class Day 0111 168.00 0.08 13.44
241.41
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.13 2.41
13.57 243.82
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 2.04 36.57
Cost of 10 tower bolts. 15.61 280.40
Cost of 1 tower bolts. Each 1.56 28.04 29.60
078040 Providing and fixing aluminium pull bolt lock anodised ISI marked
(anodic coating not less than grade AC 10 as per IS: 1868)
transparent or dyed to required colour and shade with necessary
screws etc. complete
Details of cost for 10 pull bolt lock
Materials:
Anodised Aluminium pull bolt lock (locking bolt) of size 85 mmx42 Each 2464 48.50 10.00 485.00
mm with screws, bolts, nuts and washer complete
Sundries (no rates reqd.) Lumpsum 9999 1.00 6.37 6.37
Labour-
Carpenter 2nd class each 0112 158.00 0.25 39.50
491.37
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.40 4.91
39.90 496.28
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 5.98 74.44
Cost of 10 pull bolt lock 45.88 570.73
Cost of 1 pull bolt lock Each 4.59 57.07 61.66
078050 Providing and fixing 50cm long aluminium kicking plate
100x3.15mm anodised (anodic coating not less than grade AC 10
as per IS: 1868) transparent or dyed to required colour or shade
with necessary screws etc. complete
Detail of cost for 10 nos.
Materials:
Aluminium kicking plate 50 cm long 100x3.15 mm Each 0706 107.00 10.00 1070.00
Chromium plated Brass screws 25 mm 100 Nos 0588 125.50 0.40 50.20
Sundries (no rates reqd.) Lumpsum 9999 1.00 5.46 5.46
Labour-
Carpenter 1st class Day 0111 168.00 0.07 11.76
Beldar Day 0114 152.00 0.05 7.60
19.36 1125.66

Page 1098
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.19 11.26
19.55 1136.92
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 2.93 170.54
Cost of 10 kicking plates 22.49 1307.45
Cost of 1 kicking plates Each 2.25 130.75 132.99
078060 Providing and fixing aluminium handles ISI marked anodised
(anodic coating not less than grade AC 10 as per IS: 1868)
transparent or dyed to required colour or shade with necessary
screws etc. complete
078061 125mm
Detail of cost for 10 nos.
Materials:
Aluminium handles 125 mm with plate 175 x 32 mm Anodised 10 Nos. 0703 264.50 1.00 264.50
Chromium plated Brass screws 25 mm 100 Nos 0588 125.50 0.40 50.20
Sundries (no rates reqd.) Lumpsum 9999 1.00 2.73 2.73
Labour-
Carpenter 1st class Day 0111 168.00 0.06 10.08
317.43
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.10 3.17
10.18 320.60
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 1.53 48.09
Cost of 10 handles 11.71 368.69
Cost of 1 handles Each 1.17 36.87 38.04
078062 100mm
Detail of cost for 10 nos.
Materials:
Aluminium handles 100 mm with plate 150 x 32 mm Anodised 10 Nos. 0704 230.25 1.00 230.25
Chromium plated Brass screws 25 mm 100 Nos 0588 125.50 0.40 50.20
Sundries (no rates reqd.) Lumpsum 9999 1.00 1.82 1.82
Labour-
Carpenter 1st class Day 0111 168.00 0.06 10.08
282.27
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.10 2.82
10.18 285.09
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 1.53 42.76
Cost of 10 handles 11.71 327.86
Cost of 1 handles Each 1.17 32.79 33.96
078063 75mm
Detail of cost for 10 nos.
Materials:
Aluminium handles 75mm with plate 125 x 32 mm Anodised 10 Nos. 0705 207.75 1.00 207.75

Page 1099
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Chromium plated Brass screws 20 mm 100 Nos 0589 99.50 0.40 39.80
Sundries (no rates reqd.) Lumpsum 9999 1.00 1.82 1.82
Labour-
Carpenter 1st class Day 0111 168.00 0.06 10.08
249.37
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.10 2.49
10.18 251.86
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 1.53 37.78
Cost of 10 handles 11.71 289.64
Cost of 1 handles Each 1.17 28.96 30.14
078070 Providing and fixing aluminium hanging floor door stopper ISI
marked anodised (anodic coating not less than grade AC 10 as per
IS: 1868) transparent or dyed to required colour and shade with
necessary screws etc. complete
078071 Single rubber stopper
Detail of cost for 10 nos.
Materials:
Anodised Aluminium hanging type door stopper Each 2459 17.00 10.00 170.00
Chromium plated Brass screws 25 mm 100 Nos 0588 125.50 0.20 25.10
Sundries (no rates reqd.) Lumpsum 9999 1.00 2.73 2.73
Labour-
Carpenter 1st class Day 0111 168.00 0.03 5.04
197.83
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.05 1.98
5.09 199.81
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 0.76 29.97
Cost of 10 door stoppers 5.85 229.78
Cost of 1 door stoppers Each 0.59 22.98 23.56
078072 Twin rubber stopper
Detail of cost for 10 nos.
Materials:
Aluminium hanging floor door stopper with twin rubber & stopper Each 7059 56.00 10.00 560.00
Chromium plated Brass screws 25 mm 100 Nos 0588 125.50 0.20 25.10
Sundries (no rates reqd.) Lumpsum 9999 1.00 2.73 2.73
Labour-
Carpenter 1st class Day 0111 168.00 0.03 5.04
587.83
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.05 5.88
5.09 593.71
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 0.76 89.06
Cost of 10 door stoppers 5.85 682.76

Page 1100
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Cost of 1 door stoppers Each 0.59 68.28 68.86

078080 Providing and fixing aluminium casement stays 250mm long ISI
marked anodised (anodic coating not less than grade AC 10 as per
IS: 1868) transparent or dyed to required colour and shade with
necessary screws etc. complete
Detail of cost for 10 nos.
Materials:
Anodised Aluminium Casement stay 250 mm Each 2465 48.00 10.00 480.00
Chromium plated Brass screws 25 mm 100 Nos 0588 125.50 0.40 50.20
Sundries (no rates reqd.) Lumpsum 9999 1.00 0.91 0.91
Labour-
Carpenter 1st class Day 0111 168.00 0.10 16.80
531.11
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.17 5.31
16.97 536.42
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 2.55 80.46
Cost of 10 casement stays 19.51 616.88
Cost of 1 casement stays Each 1.95 61.69 63.64
078090 Providing and fixing bright finished brass 100mm mortic latch and
lock ISI marked with six levers and a pair of anodised (anodic
coating not less than grade AC 10 as per IS: 1868) aluminium lever
handles with necessary screws etc. complete (best make of
approved quality)
Detail of cost for 1 lock
Materials:
Brass 100mm mortice latch and lock with 6 levers without pair of Each 7001 170.00 1.00 170.00
handles
Pair of Anodised Aluminium lever handles for 100mm mortice latch Each 7003 215.00 1.00 215.00
and lock
Labour-
Carpenter 1st class Day 0111 168.00 0.17 28.56
Sundries Lumpsum 9999 1.00 4.55 4.55
33.11 385.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.33 3.85
33.44 388.85
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 5.02 58.33
Cost of 1 lock Each 38.46 447.18 485.63
078100 Providing and fixing aluminium tee channels (heavy duty) with
rollers, stop end in pelmets as curtain rod
Detail of cost for 2 m long
Materials:

Page 1101
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Aluminium tee channel (heavy duty) with rollers and stop end for metre 7056 48.00 2.00 96.00
hanging curtains
Labour Lumpsum 9999 1.00 2.73 2.73
Sundries (no rates reqd.) Lumpsum 9999 1.00 1.43 1.43
4.16
Add for Water Charges @1% (no rates reqd.) 0.01 0.04 0.96
4.20 96.96
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 0.63 14.54
Cost of 2 m 4.83 111.50
Cost of 1 m metre 2.42 55.75 58.17
078110 Providing and fixing partition upto 2.40m height having composite
thickness of 67mm consisting of frame and double skin 8.5mm thick
Glass Reinforced Gypsum (GRG) board manufactured by spray
suction technique with high strength plaster of paris conforming to
IS: 8272 and glass fibre of E-glass or A-glass or N-glass in the form
of rovings, not less than 2.5% by weight of plaster of paris and
conforming to IS: 11320 including providing and fixing of frame work
made of special section power pressed from MS sheet and
galvanised with zinc coating of Grade 175 and consisting of floor
and ceiling channel contd...

contd.- 50mm wide having equal flanges of 32mm width 0.50mm

thick fixed to floor/ ceiling at spacing of 610mm centre to centre with
dash fastener of 12.5mm diameter 40mm length and the studs
48mm wide having one flange of 34mm and another flange 36mm
and 0.50mm thick fixed vertically within flanges of floor and ceiling
channel and placed at a spacing of 610mm centre to centre by
6mm dia bolts and nuts at both ends of partition fixed flush to wall
with rawl plugs at the spacing of 450mm centre to centre and fixing
of GRG boards to either side of frame work by 20mm long drive all
screws on studs, floors and ceiling channels at the spacing of
300mm centre to centre, including jointing and finishing to a flush
finish with recommended joint filler, joint paper tap and joint finisher
and two coats of primer suitable for GRG board as per
manufacturers specifications all complete.

Materials for 10 sqm

GRG partition up to 2.40 metre hight consider a panel of size 4.17
metre wide and 2.40 m. height 4.17x2.40=10.00 m2

Page 1102
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

i)G.R.G board 8.5 mm thick 2x4.17x2.40 Sqm 7366 200.00 20.00 4000.00
ii)50 mm floor and ceiling channel(50x32x0.50 mm) 2x4.17=8.34 metre 7367 50.00 8.34 417.00
iii) 48mm stud 48x34x36x0.5 mm{(4.17/0.61)+1)}x2.40=19.20 metre 7369 58.00 19.20 1113.60
iv)Screw 20 mm long (drive all screws) {(2.40/0.30)+1}x8x2=144
{(4.17/0.30)+1}x2x2=60 total=204 cent 7020 45.00 2.04 91.80
v)Dash fastner {(4.17/0.61)+1}x2=16 Each 7019 8.00 16.00 128.00
vi) Rawl plug {(2.40/0.45)+1}x2=14 Each 7048 45.00 14.00 630.00
vii)plaster of paris (88/100)x10=8.80 Kg 0869 7.00 8.80 61.60
viii)Glue (22/100)x10=2.2 Kg 0763 64.00 2.20 140.80
ix)Paper tape (120 m roll){(300/100)}x10/120=0.25 roll 7018 125.00 0.25 31.25
x)Primer (36/100)x10=3.60 litre 7021 95.00 3.60 342.00
xi)Galvanised steel bolts & nuts 6mm dia 25mm long 10 Nos. 1022 12.00 3.20 38.40
xii)G.I. plain washer for seam bolts cent 1211 23.00 0.32 7.36
Carriage Lumpsum 9999 1.00 0.00 0.00
Sundries Scaffolding Lumpsum 9999 1.00 52.00 52.00
7053.81
Add for wastage @5% 0.05 352.69
Materials cost for 10 sqm 7406.50
Materials cost for 1 sqm
Labour-
Carpenter 1st class each 0111 168.00 0.30 50.40
Carpenter 2nd class each 0112 158.00 0.13 20.54
Painter each 0131 158.00 0.05 7.90
Beldar each 0114 152.00 0.35 53.20
labour for cost for sqm 132.04 740.65
Total cost of material& labour 872.69

Add for water charges @ 1% on 0.01 1.32 7.41 8.73

133.36 748.06 881.42
Add for contractors profit and overhead @15% 0.15 20.00 112.21 132.21
Cost for 1 sqm Sqm 153.36 860.27 1013.63

Page 1103
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

078120 Providing and fixing partition upto 2.40m height having composite
thickness of 89mm consisting of frame and double skin 8.5mm thick
Glass Reinforced Gypsum (GRG) board manufactured by spray
suction technique with high strength plaster of paris conforming to
IS: 8272 and glass fibre of E-glass or A-glass or N-glass in the form
of rovings, not less than 2.5% by weight of plaster of paris and
conforming to IS: 11320 including providing and fixing of frame work
made of special section power pressed from MS sheet and
galvanised with zinc coating of Grade 175 and consisting of floor
and ceiling channel 72mm wide having equal flanges of 32mm
width 0.50mm thick fixed to floor/ ceiling at the spacing of 610mm
centre to centre with dash fastener of 12.5mm diameter 40mm
length and the studs 70mm wide having one flange of 34mm -
contd....

contd.- and another flange 36mm and 0.50mm thick fixed vertically
within flanges of floor and ceiling channel and placed at a spacing
of 610mm centre to centre by 6mm dia bolts and nuts at both ends
of partition fixed flush to wall with rawl plugs at the spacing of
450mm centre to centre and fixing of GRG boards to either side of
frame work by 20mm long drive all screws on studs, floors and
ceiling channels at the spacing of 300mm centre to centre, including
jointing and finishing to a flush finish with recommended joint filler,
joint paper tap and joint finisher and two coats of primer suitable for
GRG board as per manufacturers specifications all complete

Materials for 6.00X3.65=21.9 sqm(Partition pannel)

i)G.R.G board 8.5 mm thick 2x6.00x3.65=43.80 sqm Sqm 7366 200.00 43.80 8760.00
72 mm G.I. floor and ceiling channel metre 9903 80.00 12.00 960.00
iii) 70mm stud( 72x34x36x0.5 mm)(6.00/0.61)+1)=11x3.65=40.15 metre 9904 70.00 40.15 2810.50
m
iv)Screw 20 mm long (drive all screws) {(3.65/0.30)+1}x11x2=308 0.00
{(6.00/0.30)+1}x2x2=84 total=392 Cent 7020 45.00 3.92 176.40
v)Dash fastner {(6.00/0.61)+1}x2=22 Each 7019 8.00 22.00 176.00
vi) Rawl plug {3.65/0.45)+1}x2=18 Each 7048 45.00 18.00 810.00
vii)plaster of paris (88/100)x21.90=19.27 Kg 0869 7.00 19.27 134.89
viii)Glue (22/100)x21.90=4.82 Kg 0763 64.00 4.82 308.48
ix)Paper tape (120 m roll){(300/100)}x21.90/120=0.584 roll 7018 125.00 0.58 73.00
x)Primer (36/100)x21.90=7.88 litre litre 7021 95.00 7.88 748.60

Page 1104
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

xi)Galvanised steel bolts & nuts 6mm dia 25mm long 11x2x2=44 10 Nos. 1022 12.00 4.40 52.80
xii)G.I. plain washer for seam bolts Cent 1211 23.00 0.44 10.12
Sundries Carriage of materials Lumpsum 9999 1.00 0.00 0.00
Scaffolding Lumpsum 9999 1.00 130.00 130.00
2620.29
Add for wastage @5% 0.05 131.01
Materials cost for 21.90 sqm 14131.59
Materials cost for 1 sqm 645.28
Labou for 1.00 sqm-
Carpenter 1st class Day 0111 168.00 3.00 504.00
Carpenter 2nd class Day 0112 158.00 0.13 20.54
Painter Day 0131 158.00 0.05 7.90
Beldar Day 0114 152.00 0.35 53.20
labour for cost for sqm 585.64
Total cost of material& labour
Add for water charges @ 1% Lumpsum 9997 0.01 5.86 6.45
591.50 651.73
Add for contractors profit and overhead @15% Lumpsum 9998 0.15 88.72 97.76
Cost for 1 sqm Sqm 680.22 749.49 1429.71
078130 Providing and fixing factory made P.V.C. door frame of size
50x47mm with a wall thickness of 5mm, made out of extruded 5mm
rigid PVC foam sheet mitred at corners and joined with 2 Nos. of
150mm long brackets of 15x15mm M.S. square tube, the vertical
door profiles to be reinforced with 19x19mm M.S. square tube of 19
gauge, EPDM rubber gasket weather seal to be provided through
out the frame. The door frame to be fixed to the wall using M.S.
screws of 65/100mm size complete as per manufacturers
specification and direction of Engineer-in-Charge

Details of cost for one door frame of 5m.

Materials
Factory made door frame PVC extruded sheetof size 50mm x metre 8011 326.13 5.00 1630.65
47mm with wall thickness 5mm of rigid foam sheet
Labour:
Carpenter (average) Day 0156 158.00 0.15 23.70
Beldar Day 0114 152.00 0.15 22.80
Sundries (no rates reqd.) Lumpsum 9999 1.00 7.80 7.80
54.30 1630.65
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.54 16.31
54.84 1646.96
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 8.23 247.04

Page 1105
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Cost of 5m 63.07 1894.00

Cost of 1m metre 12.61 378.80 391.41
078140 Providing and fixing to existing door frames 30mm thick factory
made panel PVC door shutter consisting of frame made out of M.S.
tubes of 19 gauge thickness and size of 19mm x 19mm for styles
and 15x15mm for top & bottom rails. M.S .frame shall have a coat
of steel primers. M.S. frame covered with 5mm thick heat moulded
PVC Foam sheet ‘C channel as per drawing given in IR Standard
Specifications complete in all respect

Details of cost of one shutter 2.20x1.08m=2.38sqm

Materials
Factory made PVC rigid foam paneled shutter as per IR Unified Sqm 8003 2055.88 2.38 4892.99
SOR item no. 078140
Powder coated M.S. butt hinges 100mmx58mmx1.9mm 10 Nos. 8100 84.00 0.40 33.60
Bright finished or black enameled mild steel screws 40 mm 100 Nos. 0637 42.00 0.48 20.16
Bright finished or black enameled mild steel screws 20 mm 100 Nos. 0640 25.00 0.08 2.00
Labour:
Carpenter (average) Day 0156 158.00 0.40 63.20
Beldar Day 0114 152.00 0.40 60.80
Sundries (no rates reqd.) Lumpsum 9999 1.00 20.36 20.36
144.36 4948.75
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 1.44 49.49
145.80 4998.24
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 21.87 749.74
Cost of 2.38 sqm 167.67 5747.98
Cost of 1sqm Sqm 70.45 2415.12 2485.57
078150 Providing and fixing to existing door frames 30mm thick factory
made solid both side prelamimated panel PVC door shutter
consisting of frame made out of M.S. tubes of 19 gauge thickness
and size of 19mm x 19mm for styles and15x15mm, top & bottom
rails. M.S. frame shall have a coat of steel primers of approved
make and manufacture. M.S. frame covered with 5mm thick heat
moulded prelaminated PVC Foam Sheet ‘C channel as per drawing
given in IR Standard Specifications complete in all respect

Details of cost of one shutter 2.20x1.08m=2.38sqm

Materials
Factory made PVC rigid foam paneled shutter as per IR Unified Sqm 8004 2594.88 2.38 6175.81
SOR item no. 078150
Powder coated M.S. butt hinges 100mmx58mmx1.9mm 10 Nos. 8100 84.00 0.40 33.60
Bright finished or black enameled mild steel screws 40 mm 100 Nos. 0637 42.00 0.48 20.16
Bright finished or black enameled mild steel screws 20 mm 100 Nos. 0640 25.00 0.08 2.00

Page 1106
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Labour:
Carpenter (average) Day 0156 158.00 0.40 63.20
Beldar Day 0114 152.00 0.40 60.80
Sundries (no rates reqd.) Lumpsum 9999 1.00 20.36 20.36
144.36 6231.57
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 1.44 62.32
145.80 6293.89
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 21.87 944.08
Cost of 2.38 sqm 167.67 7237.97
Cost of 1sqm Sqm 70.45 3041.17 3111.62

078160 Supplying, providing and fixing white colour sliding uPVC Window
complete, consisting of uPVC frame of size 80mm x 52mm and
uPVC shutter of size 54mm x 38mm with 1.2mm thick GI section
reinforcement wherever required, produced by ISO 9001:2000 and
ISO 14001:2004 certified company. Window shutter will consist
either of 5mm thick float glass or galvanised wire gauge alongwith
complete fittings, e.g. pulley/rollers, transmission gear and handle
for operating window

Considering sliding window of size 1m x 1m = 1Sqm

Material
Sliding uPVC window complete with frame size 80mmx52mm & Sqm 8876 4325.00 1.00 4325.00
shutter size 54x38mm
Labour
Carpenter 2nd class Day 0112 158.00 1.00 158.00
Beldar Day 0114 152.00 1.00 152.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 20.00 20.00
330.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 3.30 43.25
333.30 4368.25
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 50.00 655.24
Cost per Sqm Sqm 383.30 5023.49 5406.78
078170 Supplying, providing and fixing white colour sliding uPVC Door
complete, consisting of uPVC frame of size 95mm x 60mm and
uPVC shutter of size 66mm x 42mm with 1.2mm thick GI section
reinforcement wherever required, produced by ISO 9001:2000 and
ISO 14001:2004 certified company. Door shutter will consist either
of 5mm thick float glass or galvanised wire gauge or solid PVC
panel alongwith complete fittings, e.g. pulley/rollers, transmission
gear and handle for operating door

Considering sliding door of size 2m x 1m = 2Sqm

Page 1107
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Material
Sliding uPVC door complete with frame size 95mmx60mm & shutter Sqm 8877 4925.00 2.00 0.00 9850.00
size 66x42mm
Labour
Carpenter 2nd class Day 0112 158.00 1.50 237.00
Beldar Day 0114 152.00 1.50 228.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 50.00 50.00
Total 515.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 5.15 98.50
520.15 9948.50
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 78.02 1492.27
Cost per 2 Sqm 598.17 11440.78 12038.95
Cost per Sqm Sqm 299.09 5720.39 6019.47
078180 Providing and fixing to existing door frame 24mm thick factory made
PVC door shutters made of styles and rails of a PVC hollow section
of size 59mm x 24mm with a wall thickness 2mm±0.2mm. The
styles and rails mitred cut and joined at corners by means of M.S.
galvanized /plastic brackets of size 75mm x 220mm having wall
thickness 1.0mm/solid and fix with stainless steel screws. The
styles of shutter reinforced by inserting galvanized M.S. tube of size
19mm x 19mm with a wall thickness1mm±0.1mm. The lock rail
made out of ‘H’ section, PVC hollow section of size 100mm x 24mm
with a wall thickness 2mm±0.2mm, fixed to shutter styles by means
of plastic/galvanized M.S. ’U’ cleats. The shutter frame filled with a
PVC multi-chambered panel of size 20 x 200mm with a wall
thickness 1mm±0.1mm. The panels filled vertically and tie bar at
two places by inserting horizontally 0.6mm galvanized M.S. rod and
fastened with nuts and washers

Considering a door shutter of size of size 0.7 x 2.1 m = 1.47 sqm.

material
24mm thick PVC door shutters made of styles and rails of PVC Sqm 9815 1765.00 1.47 0.00 2594.55
hollow section of size 59mm x 24mm with wall thickness 2mm
Labour
Carpenter 2nd class Day 0112 158.00 0.25 39.50
Beldar Day 0114 152.00 0.25 38.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 2.00 2.00
79.50
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.80 25.95
80.30 2620.50

Page 1108
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 12.04 393.07
Cost per 1.47Sqm 92.34 3013.57
Cost per Sqm Sqm 62.82 2050.05 2112.86

078190 Providing and fixing to existing door frame 24mm thick factory made
PVC door shutters made of styles and rails of a PVC hollow section
of size 34mm x 24mm with a wall thickness 2mm±0.2mm. The
styles and rails mitred cut and joined at corners by means of M.S.
galvanized /plastic brackets of size 75mm x 220mm having wall
thickness 1.0mm/solid and fix with stainless steel screws. The
styles of shutter reinforced by inserting galvanized M.S. tube of size
19 x 19mm with a wall thickness1mm±0.1mm. The shutter frame
filled with a PVC multi-chambered single panel of size 20 x 762mm
with a wall thickness 1mm±0.1mm. The panels filled vertically and
tie bar at two places by inserting horizontally 0.6mm galvanized
M.S. rod and fastened with nuts and washers. All complete as per
manufacturer’s specification and direction of Engineer-In-Charge

Considering a door shutter of size of size 0.7 x 2.1 m = 1.47 sqm.

material
24mm thick PVC door shutters made of styles and rails of PVC Sqm 9816 1881.00 1.47 0.00 2765.07
hollow section of size 34mm x 24mm with wall thickness 2mm
Labour
Carpenter 2nd class Day 0112 158.00 0.25 39.50
Beldar Day 0114 152.00 0.25 38.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 2.00 2.00
79.50
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.80 27.65
80.30 2792.72
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 12.04 418.91
Cost per 1.47Sqm 92.34 3211.63
Cost per Sqm Sqm 62.82 2184.78 2247.60

078200 Providing and fixing at all heights wall paneling of 12mm thick
phenol bonded Bamboo Mat board conforming to IS: 13958-1994
including providing and fixing to frame work made of 50mm X
50mm hardwood plugs including cutting brick work and fixing in
cement mortar and making good walls etc. and also providing and
fixing wooden moulded corner beading of triangular shape to the
junction of paneling etc. with iron screws as a complete job.

Cost per Sqm

Page 1109
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Material
Bamboo Mat Board with Wooden Framework 12mm Sqm 9817 1400.63 1.00 0.00 1400.63
Labour
Carpenter 2nd class Day 0112 158.00 0.50 79.00
Beldar Day 0114 152.00 1.00 152.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 2.00 2.00
233.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 2.33 14.01
235.33 1414.64
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 35.30 212.20
Cost per Sqm Sqm 270.63 1626.83 1897.46
078210 Providing and fixing at all heights wall paneling of 9mm thick phenol
bonded Bamboo Mat board conforming to IS : 13958-1994 including
providing and fixing to framework made of 50mm X 50mm
hardwood plugs including cutting brick work and fixing in cement
mortar and making good the walls etc. and also providing and fixing
wooden moulded corner beading of triangular shape to the junction
of paneling etc. with iron screws as a complete job

Cost per Sqm

Material
Bamboo Mat Board with Wooden Framework 9mm Sqm 9818 1239.75 1.00 0.00 1239.75
Labour
Carpenter 2nd class Day 0112 158.00 0.50 79.00
Beldar Day 0114 152.00 1.00 152.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 2.00 2.00
233.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 2.33 12.40
235.33 1252.15
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 35.30 187.82
Cost per Sqm Sqm 270.63 1439.97 1710.60
078220 Providing and fixing Veneered Bamboo Particle Board both sides
commercial Veneer SOGP Grade II, conforming to IS 3097-1980 in
wall paneling, cupboard shutters etc. fixed to frames, backing or
studding with screws etc. complete (Frame, backing, studding,
hinges etc. to be paid separately)

078221 9 mm thick veneered bamboo particle board

Detail of cost for 3.5 mm x 2.0 m = 7.0 sqm + 5% wastage = 7.35
sqm
Material
9 mm thick bamboo particle board Sqm 8831 412.88 7.35 3034.67

Page 1110
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Labour
Carpenter 2nd class Day 0112 158.00 1.50 237.00
Beldar Day 0114 152.00 1.50 228.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 27.00 27.00
492.00 3034.67
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 4.92 30.35
496.92 3065.01
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 74.54 459.75
Cost per 7 sqm 571.46 3524.77
Cost per sqm Sqm 81.64 503.54 585.17
078222 12 mm thick veneered bamboo particle board
Detail of cost for 3.5m x 2.0m = 7.0 sqm + 5 % wastage = 7.35 sqm.

Material
12mm thick Veneered Bamboo Particle Board – Both Side Sqm 9831 473.63 7.35 3481.18
Commercial Veneer SOGP GRADE II (595mm X 595mm)
conforming to IS : 3097 – 1980
Labour
Carpenter 2nd class Day 0112 158.00 1.50 237.00
Beldar Day 0114 152.00 1.50 228.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 27.00 27.00
492.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 4.92 34.81
496.92 3515.99
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 74.54 527.40
Cost per 7 sqm 571.46 4043.39
Cost per sqm Sqm 81.64 577.63 659.26
078223 18 mm thick veneered bamboo particle board
Detail of cost for 3.5m x 2.0m = 7.0 sqm + 5 % wastage = 7.35 sqm.

Material
18 mm thick bamboo particle board Sqm 9099 596.25 7.35 4382.44
Labour
Carpenter 2nd class Day 0112 158.00 2.00 316.00
Beldar Day 0114 152.00 2.00 304.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 35.00 35.00
655.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 6.55 43.82
661.55 4426.26
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 99.23 663.94
Cost per 7 sqm 760.78 5090.20

Page 1111
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Cost per sqm Sqm 108.68 727.17 835.85

078224 25 mm thick veneered bamboo particle board
Detail of cost for 3.5m x 2.0m = 7.0 sqm + 5 % wastage = 7.35 sqm.

Material
25 mm thick bamboo particle board Sqm 8801 749.25 7.35 5506.99
Labour
Carpenter 2nd class Day 0112 158.00 2.50 395.00
Beldar Day 0114 152.00 2.50 380.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 50.00 50.00
825.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 8.25 55.07
833.25 5562.06
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 124.99 834.31
Cost per 7 sqm 958.24 6396.37
Cost per sqm Sqm 136.89 913.77 1050.66
078230 Providing and fixing of wall panelling on grid made of PVC profile
section of size 21mm x 17mm x 1.5 mm filled with UPVC profile
section of size 150mm x 10mm x 1.0mm. The edge and periphery
covered by extruded PVC beeding of section 28mm x 12mm x
1.0mm complete job including fixing with screws, dash fastners and
other accessories as required

Detail of cost for wall area size 3.65m x 3.65m = 13.32 sqm + 5 %
wastage = 13.98 sqm.
Material
UPVC profile section of size 150 x 10 x 1.0mm Sqm 8802 474.00 13.98 6626.52
PVC edge beeding of section 28 x 12 x 1.0mm metre 8803 48.00 14.60 700.80
PVC profile section of size 21 x 17 x 1.5 mm metre 8804 48.00 47.00 2256.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 100.00 100.00
Labour 9683.32
Carpenter 2nd class Day 0112 158.00 3.00 474.00
Beldar Day 0114 152.00 3.00 456.00
Coolie Day 0115 152.00 3.00 456.00
1386.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 13.86 96.83
1399.86 9780.15
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 209.98 1467.02
Cost for 13.32 sqm 1609.84 11247.18
Cost per sqm Sqm 120.86 844.38 965.24

Page 1112
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

078240 Providing and fixing to existing door frame 30mm thick factory made
Poly Vinyl Chloride (PVC) door shutter made of styles and rails of a
uPVC hollow section of size 60mmx30mm and wall thickness
2mm±0.2mm with inbuilt decorative mould-in edging on one side.
The styles and rails mitred and joined at corners by means of MS
galvanized/plastic bracket of size 75mmx220mm, having wall
thickness 1.0mm and stainless steel screws. Styles of shutter,
reinforced by inserting galvanized MS tube of size 20mmx20mm
and 1mm ± 0.1 mm wall thickness. Lock rail made of 'H' section, a
uPVC hollow section of size 100mmx30mm and 2mm ± 0.2m wall
thickness fixed to shutter styles by means of plastic/galvanized MS
'U' cleats. Shutter frame filled with a uPVC multi-chambered single
panel of size not less than 610mm, having overall thickness of
20mm and 1mm ± 0.1 mm wall thickness. Panels filled vertically
with tie bar at two places by inserting horizontally 6 mm galvanised
MS rod and fastened with nuts and washers, complete as per
direction of Engineer incharge

Considering a door shutter of size 0.7mx2.1m=1.47 Sqm

Material
30mm thick factory door shutter of UPVC hollow section of size Sqm 8832 2058.00 1.47 3025.26
60mmx30mm
Labour
Carpenter 2nd class Day 0112 158.00 0.25 39.50
Beldar Day 0114 152.00 0.25 38.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 2.00 2.00
79.50 3025.26
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.80 30.25
80.30 3055.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 12.04 458.33
Cost for 1.47 sqm 92.34 3513.84
Cost per Sqm Sqm 62.82 2390.37 2453.18

Page 1113
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

078250 Providing and fixing to existing door frame 35mm thick factory made
Poly Vinyl Chloride (PVC) door shutter made of styles and rails of a
uPVC hollow section of size 35mmx110mm and wall thickness
2mm±0.2mm with inbuilt decorative moulding edging on one side.
Styles of shutter reinforced by inserting PVC section of size
28mmx30mm of 1.5mmm ± 0.2mm wall thickness. Styles and rails
miterd and welded corners. Lock rail made of 'H' section, a uPVC
profile section of size 35mmx105mm and 2mm ± 0.2m wall
thickness welded to shutter styles, shutter frame filled with a uPVC
multi-chambered single panel of size not less than 610mm, having
overall thickness of 20mm and 1mm ± 0.1mm wall thickness with
20mm moulding panel beading of size 8.5mmx15mm complete as
per direction of Engineer in charge

Considering a door shutter of size 0.7mx2.1m=1.47 Sqm

Material Unit R/code Rate Qty
35mm thick factory door shutter of UPVC hollow section of size Sqm 8833 2896.00 1.47 4257.12
610mmx20mm
Labour
Carpenter 2nd class Day 0112 158.00 0.25 39.50
Beldar Day 0114 152.00 0.25 38.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 5.00 5.00
82.50 4257.12
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.83 42.57
83.33 4299.69
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 12.50 644.95
Cost for 1.47 sqm 95.82 4944.64
Cost per Sqm Sqm 65.19 3363.70 3428.89

Page 1114
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

078260 Providing and fixing to existing door frame 38mm thick factory made
Poly Vinyl Chloride (PVC) door shutter made of styles and rails of a
uPVC hollow section of size 90mmx38mm and wall thickness
2mm±0.2mm. Styles and rails mitred and joined at the corners by
means of MS galvanized/plastic bracket of size 75mmx220mm
having wall thickness 1.0mm and stainless steel screws. Styles of
shutter reinforced by inserting galvanized MS tube of size
25mmx20mm and 1mm ± 0.1 mm wall thickness. Lock rail made of
'H' section, a uPVC hollow section of size 105mmx38mm and 2mm
± 0.2m wall thickness fixed to the shutter styles by means of
plastic /galvanized MS 'U' cleats. Shutter frame filled with a uPVC
multi-chambered PVC panel of size 610mmx20mm with 1.2mm ±
0.1mm wall thickness, complete as per direction of Engineer
incharge

Considering a door shutter of size 0.7mx2.1m=1.47 Sqm

Material Unit R/code Rate Qty
38mm thick factory door shutter of UPVC hollow section of size Sqm 8834 2420.00 1.47 3557.40
610mmx20mm
Labour
Carpenter 2nd class Day 0112 158.00 0.40 63.20
Beldar Day 0114 152.00 0.40 60.80
Sundries (no rates reqd.) Lumpsum 9999 1.00 10.00 10.00
134.00 3557.40
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 1.34 35.57
135.34 3592.97
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 20.30 538.95
Cost for 1.47 sqm 155.64 4131.92
Cost per Sqm Sqm 105.88 2810.83 2916.71
078270 Providing and fixing factory made uPVC door frame made of uPVC
extruded section profile size 50mmx60mm (±1mm) with wall
thickness 2mm±0.2mm, corners of door frame to be mitred and
joined at corners by means of plastic, galvanized brackets and
stainless steel screws. Hinge side vertical of frames reinforced by
galvanized MS tube of size 19mmx38mm and 1mm ± 0.1mm wall
thickness and 3 nos. stainless steel hinges fixed to frame complete
as per direction of Engineer incharge

Considering a door shutter of size 0.76mx2.13m=5.02 Rm

Material Unit R/code Rate Qty
Door Frame of UPVC extruded section of size 50mmx60mm with metre 8835 189.00 5.02 948.78
wall thickness 2mm
Labour

Page 1115
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Carpenter 2nd class Day 0112 158.00 0.50 79.00

Beldar Day 0114 152.00 0.50 76.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 5.00 5.00
160.00 948.78
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 1.60 9.49
161.60 958.27
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 24.24 143.74
Cost for 5.02 m 185.84 1102.01
Cost per Rm R metre 37.02 219.52 256.54
078280 Providing and fixing factory made UPVC door frame made of uPVC
extruded section having an overall dimension as below (tolerance
±1mm) with wall thickness 2mm ± 0.2mm, corners of door frame to
be mitred and welded of plastic, galvanized brackets and stainless
steel screws. Hinge side vertical of frames reinforced by galvanized
MS tube of size 19mmx19mm and 1mm ± 0.1mm wall thickness
and 3 nos. stainless steel hinges fixed to frame complete as per
direction of Engineer incharge.

078281 Extruded section profile size 48mm x40 mm

Considering a door shutter of size 0.76mx2.13m=5.02 Rm
Material Unit R/code Rate Qty
Door Frame of UPVC extruded section of size 48mmx40mm with metre 8836 137.00 5.02 687.74
wall thickness 2mm
Labour
Carpenter 2nd class Day 0112 158.00 0.50 79.00
Beldar Day 0114 152.00 0.50 76.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 5.00 5.00
160.00 687.74
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 1.60 6.88
161.60 694.62
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 24.24 104.19
Cost for 5.02 m 185.84 798.81
Cost per Rm R metre 37.02 159.13 196.15
078282 Extruded section profile size 42mm x50 mm
Material Unit R/code Rate Qty
Door Frame of UPVC extruded section of size 42mmx50mm with metre 8837 149.00 5.02 747.98
wall thickness 2mm
Labour
Carpenter 2nd class Day 0112 158.00 0.40 63.20
Beldar Day 0114 152.00 0.40 60.80
Sundries (no rates reqd.) Lumpsum 9999 1.00 5.00 5.00
129.00 747.98

Page 1116
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 1.29 7.48
130.29 755.46
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 19.54 113.32
Cost for 5.02 m 149.83 868.78
Cost per Rm R metre 29.85 173.06 202.91
078290 Supplying, providing and fixing white colour Double lipped solid
PVC window frame of size 42 mm x 115 mm consisting of frame
made of M.S. Tube of 19 gauge of size 15 mm x 15 mm and solid
PVC section made from 4 mm thick (3.75 mm PVC foam sheet
laminated with 0.25 mm rigid PVC sheet) suitably joined using PVC
solvent cement so as to fix in walls using hold fasts. M.S. Window
grill should be fixed suitably with sold PVC sections mitred cut on
corners complete as per directions of Engineer Incharge

Window frame of size 1.00 x 2.05 m = 6.10 RM

Material
White colour double lipped PVC window frame, size 42mm x 115mm RM 8842 604.04 6.10 3684.64
Labour
Carpenter 2nd class Day 0112 158.00 0.60 94.80
Beldar Day 0114 152.00 0.60 91.20
Bhisti Day 0101 158.00 0.03 3.95
Sundries (no rates reqd.) Lumpsum 9999 1.00 10.00 10.00
Total 199.95
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 2.00 36.85
201.95 3721.49
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 30.29 558.22
Total cost for 6.10 m 232.24 4279.71
Cost per RM RM 38.07 701.59 739.66
078291 Supplying, providing and fixing white colour Single lipped solid PVC
window frame of size 50 mm x 35 mm consisting of frame made of
M.S. Tube of 19 gauge of size 15 mm x 15 mm and solid PVC
section made from 4 mm thick (3.75 mm PVC foam sheet laminated
with 0.25 mm rigid PVC sheet) suitably joined using PVC solvent
cement so as to fix in walls using hold fasts. M.S. Window grill
should be fixed suitably with sold PVC sections mitred cut on
corners complete as per directions of Engineer Incharge

Window frame of size 1.00 x 2.05 m = 6.10 RM

Material
White colour single lipped PVC window frame, size 50mm x 35mm RM 8858 352.48 6.10 2150.13

Page 1117
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

Labour
Carpenter 2nd class Day 0112 158.00 0.60 94.80
Beldar Day 0114 152.00 0.60 91.20
Bhisti Day 0101 158.00 0.25 39.50
Sundries (no rates reqd.) Lumpsum 9999 1.00 10.00 10.00
210.72 1830.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 2.11 18.30
212.83 1848.30
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 31.92 277.25
Cost for 6.1 RM 244.75 2125.55 2370.30
Cost for each RM RM 40.12 348.45 388.57
078300 Supplying, providing and fixing 25 mm thick factory made white
colour rigid glazed/wire gauge/PVC sheet PVC window shutter
consisting of frame made of M.S.tube of 19 mm gauge of size 15
mm x 15mm for style, top and bottem rails. M.S. frame shall have a
coat of steel primer - M.S. frame shall be covered with 4 mm (3.75
mm PVC foam sheet laminated with 0.25 mm rigid PVC sheet) thick
white colour moulded PVC C channel of size 50 mm x 25 x 50 mm
of window shutter forming style pand rails filled with 4 mm thick
galss panes/wire gauge/PVC sheet in clear space available
between style and rails using PVC beeding of size 23 mm x 16 mm
complete as per direction of Engineer Incharge (glass pane/wire
gauge/PVC sheet to be paid extra)

Considering a window shutter of size 1.15 m x 0.57 m = 0.66 sqm

Material
25 mm thick white colour sold PVC window shutter Sqm 8843 1985.96 0.66 1310.73
Labour
Carpenter 2nd class Day 0112 158.00 0.50 79.00
Beldar Day 0114 152.00 0.50 76.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 10.00 10.00
165.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 1.65 13.11
166.65 1323.84
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 25.00 198.58
Cost of for 0.66 sqm 191.65 1522.42
Cost per sqm sqm 290.38 2306.69 2597.07

Page 1118
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

078310 Providing and fixing of fibre glass reinforced plastic (FRP) door
frames of three legged of cross-section 90 mm x 45 mm having
single rebate of 32 mm x 15 mm to receive shutter of 30 mm
thickness. The laminate door frame moulded with fire retardant
grade unsaturated polyester resin and chopped mat. Door frame
laminate shall be 2 mm thick and shall be filled with suitable
wooden block in all the three legs. The frame shall be covered with
fibre glass from all sides. M.S. stay shall be provided at the bottom
to ready the frame

Considering a door frame of size 0.76 m x 2.13 m = 5.02 RM FRP

door frame 90 mm x 45 mm
Material
FRP door frame of x-section 90mmx45mm RM 8844 398.00 5.02 1997.96
Labour
Carpenter 2nd class Day 0112 158.00 0.50 79.00
Beldar Day 0114 152.00 0.50 76.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 5.00 5.00
160.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 1.60 19.98
161.60 2017.94
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 24.24 302.69
Rate per 5.02 m 185.84 2320.63
Rate per metre RM 37.02 462.28 499.30
078320 Providing and fixing 30 mm thick glass fibre reinforced (FRP)
panelled door shutter of required colour and approved brand and
manufacture, made with fire retardant grade unsaturated polyester
resin, moulded to 3 mm thick FRP laminate for farming hollow rails
and styles, with wooden frame and suitable blocks of seasoned
wood inside at required places for fixing of fittings, cast
monolithically with 5 mm thick FRP laminate for panels and
conforming to (IS:14856-2000) complete work

Considering a door shutter of size 0.7 m x 2.1m= 1.47 sqm

Material Unit R/code Rate Qty LC MC TOTAL
FRP panel door 30mm thick Sqm 8845 2250.00 1.47 3307.50
Labour
Carpenter 2nd class Day 0112 158.00 0.50 79.00
Beldar Day 0114 152.00 0.50 76.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 10.00 10.00
165.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 1.65 33.08

Page 1119
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

166.65 3340.58
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 25.00 501.09
Total cost for 1.47 sqm 191.65 3841.66
Cost Per sqm Sqm 130.37 2613.38 2743.75
078330 Providing and fixing 30 mm thick fibre glass reinforced (FRP) flush
door shutter in different plain and wood finish made with fire
retardant grade unsaturated polyester resin moulded to 3 mm thick
FRP laminate all around, with suitable wooden blocks inside at
required places for fixing of fittings and Ployurethane Foam
(PUF) /Polystryrene foam to be used as filler material throughout
the hollow panel, casted monolithically with test parameters of
F.R.P. laminate conforming to Table 3 of IS 14856:2000, complete
as per directions of Engineer Incharge

Considering a door shutter of size 0.7 m x 2.1m= 1.47 sqm

Material Unit R/code Rate Qty LC MC

FRP Flush door shutter 30mm thick Sqm 8846 2550.00 1.47 3748.50
Labour
Carpenter 2nd class Day 0112 158.00 0.50 79.00
Beldar Day 0114 152.00 0.50 76.00
Sundries (no rates reqd.) Lumpsum 9999 1.00 10.00 10.00
165.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 1.65 37.49
166.65 3785.99
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 25.00 567.90
Total cost for 1.47 sqm 191.65 4353.88
Cost per sqm Sqm 130.37 2961.83 3092.20
078340 Providing & fixing in position concealed GI section for wall panelling
using Board of required thickness, fixed on the 'W' profile (0.55mm
thick) having a knurled web of 51.55mm and two flanges of 26mm
each with lips of 10.55mm placed at 610mm c/c in perimeter
channel, having one flange of 20mm and another flange of 30mm
with thickness of 0.55mm and web of length 27mm. Perimeter
channel is fixed on the floor and the ceiling with nylon sleeves at
610mm c/c with fully threaded self-tapping dry wall screws. Board is
fixed to 'W' profile with 25mm countersunk ribbed head-screws at
200mm c/c, all complete as per drawing & directions of engineer-in-
charge. Joints of boards are finished with specially formulated
jointing compound and 48mm wide jointing tape to provide
seamless finish

Page 1120
 Chapter-7 : Wood-Work

Item Description Unit Rate Rate Quantity Labour Cost Material Labour & Remarks
No. Code (Rs.) (Rs.) Cost (Rs.) Material
Cost (Rs.)

078341 8mm thick non-asbestos multipurpose cement board,

reinforced with cellulose fibre manufactured through auto-
claving process (high pressure steam-cured) as per
IS:14862 with suitable fibre cement screw
Details of cost for 3.66m x 3.05m = 11.16 Sqm
Materials Cost :
8mm thick non-asbestos multi-purpose board Sqm 8879 240.00 12.28 2947.20
(Qty. 11.16 Sqm & add for wastage @ 10% - 12.28 Sqm)
Ceiling sections 0.55 mm thick having knurled web of metre 8720 86.00 19.66 1690.76
51.55mm and two flanges of 26mm each with lips of
10.55mm, made from MS sheet, galvanised with zinc coating
of Grade 175 for wall panelling
Perimeter channel having one flange of 20mm and another metre 8721 21.25 9.60 204.00
of 30mm with thickness 0.55mm and web of length 27mm,
made from MS sheet, galvanised with zinc coating of Grade
175 for wall panelling
Nylon sleeves & wooden screws (40mm) Each 8722 1.60 42.00 67.20

Counter sunk ribbed head screw 25mm 100 nos. 8723 63.70 1.76 112.11
Joints tape roll for non-asbestos sheets joints Each 8884 900.00 0.19 171.00
Jointing Compound Lumpsum 9999 1.00 20.80 20.80
Sundries (no rates reqd.) Lumpsum 9999 1.00 52.00 52.00
5265.07
Labour Cost :
Carpenter 1st class Day 0111 168.00 3.80 638.40
Beldar Day 0114 152.00 4.60 699.20
1337.60 5265.07
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 13.38 52.65
1350.98 5317.72
Add for Contractor’s Profit and Overheads @ 15% (no rates Lumpsum 9998 0.15 202.65 797.66
reqd.)
Cost for 11.16 Sqm wall panelling 1553.62 6115.38 7669.00
Cost per sqm of wall panelling Sqm 139.21 547.97 687.19

Page 1121
 Chapter-22 : Bridge Works - Misc.

CHAPTER 22 : BRIDGE WORKS – MISC.

Item Description Unit Rate Rate Quantity Labour Material Labour & Remarks
No. Code (Rs.) Cost (Rs.) Cost (Rs.) Material
Cost (Rs.)
221010 Providing and laying boulders apron on river bed for protection cum
against scour with stone boulders weighing not less than 35 kg
each with the voids filled with spalls complete as per drawing and
Technical specification.
Unit = cum
Taking output = 1 cum
Materials
Stone Boulder Weighing minimum 35 Kg Each cum 9158 550.00 1.000 550.00
Stone Spalls cum 9770 380.00 0.200 76.00
Labour:
Mate Day 0128 158.00 0.040 6.32
Mason (for plain stone work) 2nd class) Day 0125 158.00 0.350 55.30
Beldar Day 0114 152.00 0.750 114.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 15.800 15.80
m
191.42 626.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.91 6.26
m
193.33 632.26
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 29.00 94.84
m
Cost per cum cum 222.33 727.10 949.43
221020 Providing and laying of boulder apron laid in wire crates of cum
approved size including overlaps at joints laid with stone boulders,
all loose ends to be tied with 4 mm galvanised steel wire. Payment
for boulders & wire crates to be done extra.

Considering 5.63 Cum

Materials
Stone (Payment tobe done extra) cum 0 0.00 5.630 0.00
Stone Spalls cum 0 0.00 1.130 0.00
Labour:
Mate Day 0128 158.00 0.180 28.44
Mason (for plain stone work) 2nd class) Day 0125 158.00 2.000 316.00
Beldar Day 0114 152.00 5.000 760.00

Page 1122
 Chapter-22 : Bridge Works - Misc.

Item Description Unit Rate Rate Quantity Labour Material Labour & Remarks
No. Code (Rs.) Cost (Rs.) Cost (Rs.) Material
Cost (Rs.)
Sundries (no rates reqd.) Lumpsu 9999 1.00 29.530 29.53
m
1133.97 0.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 11.34 0.00
m
1145.31 0.00
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 171.80 0.00
m
Cost of 5.63 cum 1317.11 0.00 1317.11
Cost per cum cum 233.94 0.00 233.94
221030 Supplying galvanized wire net trungers made from 4 mm Sqm
galvanised steel wire @ 32 kg per 10 sqm having minimum tensile
strength of 300 Mpa conforming to IS:280 and galvanizing coating
conforming to IS:4826, woven into mesh with double twist, mesh
size not exceeding 100 x 100 mm
taking trunger of size 3x1.5x1.50= Total area=13.5
+2.25+2.25=18.5 Sqm=59.20 kgs
Materials
GI wire 4 mm dia ( for trunger 59.20 Kgs) Kg 9771 65.00 59.200 3848.00
Labour:
Mate Day 0128 158.00 0.180 28.44
Mason (for plain stone work) 2nd class) Day 0125 158.00 1.000 158.00
Beldar Day 0114 152.00 1.000 152.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 97.850 97.85
m
436.29 3848.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 4.36 38.48
m
440.65 3886.48
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 66.10 582.97
m
Cost of 18.5 sqm 506.75 4469.45 4976.20
Cost per sqm Sqm 27.39 241.59 268.98
221040 Providing and laying of apron with cement concrete blocks cast in- cum
situ and made with nominal mix of 1:2:4 with a minimum cement
content of 250 kg/cum. Payment to be made for blocks only. Cost
of cement to be paid extra.
Cost of shuttering to be paid extra.
PCC Grade M15

Page 1123
 Chapter-22 : Bridge Works - Misc.

Item Description Unit Rate Rate Quantity Labour Material Labour & Remarks
No. Code (Rs.) Cost (Rs.) Cost (Rs.) Material
Cost (Rs.)
Unit = cum
Taking output = 15 cum
Materials
Portland Cement free (rate not required) Tonne 0367 0.00 4.130 0.00
Coarse sand (Zone III) cum 0982 850.00 6.750 5737.50
Stone Aggregate (Single size) : 20 mm nominal size cum 0295 900.00 8.100 7290.00
Stone Aggregate (Single size) : 10 mm nominal size cum 0297 900.00 4.050 3645.00
Labour:
Mate Day 0128 158.00 0.860 135.88
Mason (brick layer) 1st class Day 0123 168.00 1.500 252.00
Coolie Day 0115 152.00 20.000 3040.00
Machinery 0.00
Hire charges of Concrete Mixer 0.14 cubic metre Day 0002 700.00 1.000 700.00
Hire charges of Generator 250 KVA per Day 0030 2400.00 1.000 2400.00
Hire charges of Pin vibrator Day 0021 350.00 1.000 350.00
Hire charges of Surface Vibrator Day 0022 480.00 1.000 480.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 545.830 545.83
m
7903.71 16672.50
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 79.04 166.73
m
7982.75 16839.23
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 1197.41 2525.88
m
Cost for 15 cum 9180.16 19365.11 28545.27
Cost per cum cum 612.01 1291.01 1903.02
221050 Providing and laying Pitching with stone boulders weighing not less cum
than 35 kg each with the voids filled with spalls on slopes laid over
prepared filter media including boulder apron laid dry in front of toe
of embankment complete as per drawing and Technical
specifications (Filter media to be paid separately under the relevent
item.)

Unit = cum
Taking output = 1 cum
Materials
Stone Boulder Weighing minimum 35 Kg Each cum 9158 550.00 1.000 550.00
Stone Spalls cum 9770 380.00 0.200 76.00
Labour:
Mate Day 0128 158.00 0.040 6.32

Page 1124
 Chapter-22 : Bridge Works - Misc.

Item Description Unit Rate Rate Quantity Labour Material Labour & Remarks
No. Code (Rs.) Cost (Rs.) Cost (Rs.) Material
Cost (Rs.)
Mason (for plain stone work) 2nd class) Day 0125 158.00 0.500 79.00
Beldar Day 0114 152.00 1.000 152.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 17.450 17.45
m
254.77 626.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.55 6.26
m
257.32 632.26
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 38.60 94.84
m
Cost per cum cum 295.92 727.10 1023.01
221060 Providing and laying Pitching with stone boulders weighing not less
than 35 kg each with the voids filled with cement sand mortar 1:4
on slopes laid over prepared filter media including boulder apron
laid dry in front of toe of embankment complete as per drawing and
Technical specifications (Filter media to be paid separately under
the relevant item)

Unit = cum
Taking output = 1 cum
Materials
Stone Boulder Weighing minimum 35 Kg Each cum 9158 550.00 1.000 550.00
Stone Spalls cum 9770 380.00 0.200 76.00
Fine sand (Zone IV) cum 0983 600.00 0.350 210.00
Portland Cement free (rate not required) Tonne 0367 0.00 1.250 0.00
Labour:
Mate Day 0128 158.00 0.040 6.32
Mason (for plain stone work) 2nd class) Day 0125 158.00 1.000 158.00
Beldar Day 0114 152.00 2.000 304.00
Bhisti Day 0101 158.00 0.100 15.80
Sundries (no rates reqd.) Lumpsu 9999 1.00 27.400 27.40
m
511.52 836.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 5.12 8.36
m
516.64 844.36
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 77.50 126.65
m
Cost per cum cum 594.13 971.01 1565.14

Page 1125
 Chapter-22 : Bridge Works - Misc.

Item Description Unit Rate Rate Quantity Labour Material Labour & Remarks
No. Code (Rs.) Cost (Rs.) Cost (Rs.) Material
Cost (Rs.)
221070 Providing and laying Filter material As Per RDSO Specifications
underneath pitching in slopes complete as per drawing and
Technical specification
Unit = cum
Taking output = 1 cum
Materials
Stone Aggregate (Single size) : 20 mm nominal size cum 0295 900.00 1.200 1080.00
Labour:
Mate Day 0128 158.00 0.050 7.90
Mason (for plain stone work) 2nd class) Day 0125 158.00 0.250 39.50
Beldar Day 0114 152.00 1.000 152.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 30.530 30.53
m
229.93 1080.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.30 10.80
m
232.23 1090.80
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 34.83 163.62
m
Cost per cum cum 267.06 1254.42 1521.48
221080 Providing & Laying of a Permeable geotextile filter between
pitching and embankment slopes on which pitching is laid to
prevent escape of the embankment material through the voids of
the stone pitching/cement concrete blocks as well as to allow free
movement of water without creating any uplift head on the pitching.
as per RDSO guide lines

221081 With GJT-Type 1 (For Harsh conditions)

Taking output=50Sqm
Materials
Geotextile GJT-Type 1=50+10% for overlaps and side lapsplus Sqm 9559 13.90 55.000 764.50
wastage.
Labour:
Mate Day 0128 158.00 0.200 31.60
Beldar Day 0114 152.00 2.000 304.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 91.450 91.45
m
427.05 764.50
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 4.27 7.65
m

Page 1126
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Item Description Unit Rate Rate Quantity Labour Material Labour & Remarks
No. Code (Rs.) Cost (Rs.) Cost (Rs.) Material
Cost (Rs.)
431.32 772.15
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 64.70 115.82
m
Cost per 50 sqm 496.02 887.97 1383.99
Cost per sqm Sqm 9.92 17.76 27.68
221082 With GJT-Type 2 (For less severe conditions)
Taking output=50Sqm
Materials
Geotextile GJT-Type 2=50+10% for overlaps and side lapsplus Sqm 9560 19.00 55.000 1045.00
wastage.
Labour:
Mate Day 0128 158.00 0.200 31.60
Beldar Day 0114 152.00 2.000 304.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 74.950 74.95
m
410.55 1045.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 4.11 10.45
m
414.66 1055.45
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 62.20 158.32
m
Cost per 50 sqm 476.85 1213.77 1690.62
Cost per sqm Sqm 9.54 24.28 33.81
221083 With GJT-Type 3 (For moderate conditions)
Taking output=50Sqm
Materials
Geotextile GJT-Type 3=50+10% for overlaps and side lapsplus Sqm 9561 28.95 55.000 1592.25
wastage.
Labour:
Mate Day 0128 158.00 0.200 31.60
Beldar Day 0114 152.00 2.000 304.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 74.950 74.95
m
410.55 1592.25
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 4.11 15.92
m
414.66 1608.17
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 62.20 241.23
m

Page 1127
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Item Description Unit Rate Rate Quantity Labour Material Labour & Remarks
No. Code (Rs.) Cost (Rs.) Cost (Rs.) Material
Cost (Rs.)
Cost per 50 sqm 476.85 1849.40 2326.25
Cost per sqm Sqm 9.54 36.99 46.53
221090 Laying boulder apron on river bed for protection against scour with
stone boulders supplied by railways with the voids filled with spalls
complete as per drawings and technical specifications. With
maximum lead upto 150m
Unit = cum
Taking output = 5 cum
Materials
Stone Boulder Weighing minimum 35 Kg Each cum 9158 550.00 1.000 0.00
Stone Spalls cum 9770 380.00 0.200 0.00
Labour:
Mate Day 0128 158.00 0.050 7.90
Mason (for plain stone work) 2nd class) Day 0125 158.00 0.500 79.00
Beldar Day 0114 152.00 1.500 228.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 8.420 8.42
m
323.32 0.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 3.23 0.00
m
326.55 0.00
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 48.98 0.00
m
Cost per 5cum 375.54 0.00
Cost per cum cum 75.11 0.00 75.11
221100 Laying & pitching with stone boulders supplied by the railways with cum
the voids filled with spalls on slopes laid over prepared filter media
including boulder apron laid dry in front of toe of embankment as
per drawings and technical specifications. Max lead upto 150m
(Filter media to be paid under the relevant item)
Unit = cum
Taking output = 5 cum
Materials
Stone Boulder Weighing minimum 35 Kg Each cum 9158 550.00 1.000 0.00
Stone Spalls cum 9770 380.00 0.200 0.00
Labour:
Mate Day 0128 158.00 0.100 15.80
Mason (for plain stone work) 2nd class) Day 0125 158.00 0.750 118.50
Beldar Day 0114 152.00 2.250 342.00

Page 1128
 Chapter-22 : Bridge Works - Misc.

Item Description Unit Rate Rate Quantity Labour Material Labour & Remarks
No. Code (Rs.) Cost (Rs.) Cost (Rs.) Material
Cost (Rs.)
Sundries (no rates reqd.) Lumpsu 9999 1.00 12.730 12.73
m
489.03 0.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 4.89 0.00
m
493.92 0.00
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 74.09 0.00
m
Cost per 5cum 568.01 0.00
Cost per cum cum 113.60 0.00 113.60
0 Flooring in Bridges
222010 Providing and laying Flooring with rubble stone , laid over 15 cm
thick CC 1:2:4 and the voids filled with CC 1:2:4 complete with the
joints pointed with 1:2 Cement sand mortar as per drawing and
Technical specifications. Payment for cement to be done
separately. Voids in the rubble stone to be taken as 35% of the
gross volume of the stone layer. (Base concrete to be paid extra)

Unit = cum
Taking output = 5 cum
Materials
Stone Boulder Weighing minimum 35 Kg Each cum 9158 550.00 5.000 2750.00
Portland Cement free (rate not required) Tonne 0367 0.00 0.560 0.00
Stone Aggregate (Single size) : 20 mm nominal size cum 0295 900.00 1.170 1053.00
Stone Aggregate (Single size) : 10 mm nominal size cum 0297 900.00 0.390 351.00
Coarse sand (Zone III) cum 0982 850.00 0.780 663.00
Labour:
Mate Day 0128 158.00 0.100 15.80
Mason (for plain stone work) 2nd class) Day 0125 158.00 0.750 118.50
Beldar Day 0114 152.00 2.250 342.00
Labour:
Mate Day 0128 158.00 0.100 15.80
Mason (for plain stone work) 2nd class) Day 0125 158.00 0.200 31.60
Coolie Day 0115 152.00 2.000 523.70
Machinery 0.00
Hire charges of Concrete Mixer 0.14 cubic metre Day 0002 700.00 0.100 70.00
Hire charges of Generator 250 KVA per Day 0030 2400.00 0.100 641.10
Hire charges of Pin vibrator Day 0021 350.00 0.100 35.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 120.770 120.77
m

Page 1129
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Item Description Unit Rate Rate Quantity Labour Material Labour & Remarks
No. Code (Rs.) Cost (Rs.) Cost (Rs.) Material
Cost (Rs.)
1914.27 4817.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 19.14 48.17
m
1933.41 4865.17
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 290.01 729.78
m
Cost per 5cum 2223.42 5594.95
Cost per cum cum 444.68 1118.99 1563.67
222020 300 mm thick (average) Dry stone flooring with boulders of not less
than 35 kg each in weight , hand packed with surface levelled off to
the correct section with hammer dressing as necessary on the
ground including filling the gaps with quarry spalls and ordinary
sand complete including the cost of supply of all materials, labour,
lead, lift, tools, plants, crossing of tracks and the like as per
drawing and technical specification as directed by Engineer

Unit = cum
Taking output = 5 cum
Materials
Stone Boulder Weighing minimum 35 Kg Each cum 9158 550.00 5.000 2750.00
Quarry spalls cum 9775 350.00 1.000 350.00
Coarse sand (Zone III) cum 0982 850.00 0.750 637.50
Labour:
Mate Day 0128 158.00 0.100 15.80
Mason (for plain stone work) 2nd class) Day 0125 158.00 0.750 118.50
Beldar Day 0114 152.00 2.250 342.00
Labour:
Mate Day 0128 158.00 0.100 15.80
Mason (for plain stone work) 2nd class) Day 0125 158.00 0.200 31.60
Coolie Day 0115 152.00 1.000 152.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 120.770 120.77
m
796.47 3737.50
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 7.96 37.38
m
804.43 3774.88
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 120.67 566.23
m
Cost per 5cum 925.10 4341.11

Page 1130
 Chapter-22 : Bridge Works - Misc.

Item Description Unit Rate Rate Quantity Labour Material Labour & Remarks
No. Code (Rs.) Cost (Rs.) Cost (Rs.) Material
Cost (Rs.)
Cost per cum cum 185.02 868.22 1053.24
222030 Supply and laying of quarry dust including consolidation, supply of
all materials, labour, lead, lift, tools, plants, crossing of tracks as
per drawing and technical specification as directed by the Engineer
incharge in case loose slush is encountered at site of foundation
before casting the foundation or before laying the filtering media

Unit = cum
Taking output = 1 cum
Materials
Quarry Dust taking 1.2 Cum for 1cum consolidated thickness. Cum 9776 320.00 1.200 384.00
Labour:
Mate Day 0128 158.00 0.100 15.80
Mason (for plain stone work) 2nd class) Day 0125 158.00 0.250 39.50
Beldar Day 0114 152.00 0.500 76.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 14.310 14.31
m
145.61 384.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.46 3.84
m
147.07 387.84
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 22.06 58.18
m
Cost per cum cum 169.13 446.02 615.14
222040 Supply and laying of coarse sand including consolidation, supply of
all materials, labour, lead, lift, tools, plants, crossing of tracks as
per drawing and technical specification as directed by the Engineer
incharge in case loose slush is encountered at site of foundation
before casting the foundation or before laying the filtering media

Unit = cum
Taking output = 1 cum
Materials
Coarse Sand taking 1.2 Cum for 1cum consolidated thickness. cum 0982 850.00 1.200 1020.00
Labour:
Mate Day 0128 158.00 0.100 15.80
Mason (for plain stone work) 2nd class) Day 0125 158.00 0.250 39.50
Beldar Day 0114 152.00 0.500 76.00

Page 1131
 Chapter-22 : Bridge Works - Misc.

Item Description Unit Rate Rate Quantity Labour Material Labour & Remarks
No. Code (Rs.) Cost (Rs.) Cost (Rs.) Material
Cost (Rs.)
Sundries (no rates reqd.) Lumpsu 9999 1.00 25.110 25.11
m
156.41 1020.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.56 10.20
m
157.97 1030.20
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 23.70 154.53
m
Cost per cum cum 181.67 1184.73 1366.40
222050 Guniting concrete surface with cement mortar of average thickness
25mm, applied with compressor after cleaning surface and
spraying with epoxy complete as per Technical Specification in the
ratio of 16 Kg of cement to 0.04 cum of sand, 50X50X3mm size
wire mesh, with 0.67 Kg of epoxy and 0.64 Kg of accelerator
compound for guniting per Sqm

Unit = sqm
Taking output = 1sqm
Assuming thickness 25 mm
Materials
Portland Cement free (rate not required) Tonne 0367 0.00 16.000 0.00
Coarse sand (Zone III) cum 0982 850.00 0.040 34.00
Wire mesh 50mm x 50mm size of 3mm wire Kg 9777 68.00 2.000 136.00
Epoxy Kg 9778 515.00 0.670 345.05
Accelerator compound for guniting @ 4 per cent of weight of Kg 9779 115.00 0.640 73.60
cement
Labour:
Mate Day 0128 158.00 0.010 1.58
Mason (for plain stone work) 2nd class) Day 0125 158.00 0.040 6.32
Beldar Day 0114 152.00 0.140 21.28
Machinery 0.00
Hire charges of Air compressor 250 cfm with two leads for Hour 0049 300.00 0.100 30.00
pneumatic cutters/hammers
Sundries (no rates reqd.) Lumpsu 9999 1.00 14.380 14.38
m
73.56 588.65
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.74 5.89
m
74.30 594.54

Page 1132
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Item Description Unit Rate Rate Quantity Labour Material Labour & Remarks
No. Code (Rs.) Cost (Rs.) Cost (Rs.) Material
Cost (Rs.)
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 11.14 89.18
m
Cost per sqm Sqm 85.44 683.72 769.16
222060 Providing and inserting nipples with approved fixing compound
after drilling holes for grouting as per Technical Specifications
including subsequent cutting/removal and sealing of the hole as
necessary after completion of grouting
Unit = Number
Taking output = 12No.
Assuming thickness 25 mm
Materials
Nipples Each 9780 12.00 12.000 144.00
Cement, fixing compound and consumables @ 15 per cent of cost Lumpsu 9999 1.00 40.000 40.00
of nipple m
Labour:
Mate Day 0128 158.00 0.010 1.58
Mason (for plain stone work) 2nd class) Day 0125 158.00 0.200 31.60
Mazdoor for fixing and sealing nipples Day 0114 152.00 0.200 30.40
Mazdoor for cutting and removing of surplus legth of nipples. Day 0114 152.00 0.200 30.40
Machinery 0.00
Hire charges of Air compressor 250 cfm with two leads for Hour 0049 300.00 0.100 30.00
pneumatic cutters/hammers
Sundries (no rates reqd.) Lumpsu 9999 1.00 23.950 23.95
m
147.93 184.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.48 1.84
m
149.41 185.84
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 22.41 27.88
m
Cost for 12 per nipples 171.82 213.72 385.54
Cost per nipple Each 14.32 17.81 32.13
222070 Sealing of cracks/porous concrete by injection process through
nipples/Grouting complete as per Technical Specification
222071 Neat Cement Grout with 20 % anti shrinkage compound w.r.t.
cement
Unit = kg
Taking output = 1 kg
Materials

Page 1133
 Chapter-22 : Bridge Works - Misc.

Item Description Unit Rate Rate Quantity Labour Material Labour & Remarks
No. Code (Rs.) Cost (Rs.) Cost (Rs.) Material
Cost (Rs.)
Portland Cement free (rate not required) Tonne 0367 0.00 0.011 0.00
Admixtures (anti-shrinkage compound) @ 20% by wt. of cement Kg 9782 115.00 0.220 25.30
Labour:
Mate Day 0128 158.00 0.080 12.64
Mason (for plain stone work) 2nd class) Day 0125 158.00 0.100 15.80
Beldar Day 0114 152.00 0.100 15.20
Machinery 0.00
Grout pump with agitator and accessories Hour 9783 300.00 0.100 30.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 2.820 2.82
m
76.46 25.30
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.76 0.25
m
77.22 25.55
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 11.58 3.83
m
Cost per kg Kg 88.81 29.39 118.19
222072 Cement sand Mortar (1:1) Grout with 20 % anti shrinkage
compound w.r.t. cement
Unit = kg
Taking output = 1 kg
Materials
Portland Cement free (rate not required) Tonne 0367 0.00 0.011 0.00
Screened Sand Kg 9781 1.50 1.100 1.65
Admixtures (anti-shrinkage compound) @ 20% by wt. of cement Kg 9782 115.00 0.220 25.30
Labour:
Mate Day 0128 158.00 0.100 15.80
Mason (for plain stone work) 2nd class) Day 0125 158.00 0.150 23.70
Beldar Day 0114 152.00 0.150 22.80
Machinery 0.00
Grout pump with agitator and accessories Hour 9783 300.00 0.150 45.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 3.800 3.80
m
111.10 26.95
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.11 0.27
m
112.21 27.22
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 16.83 4.08
m

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Item Description Unit Rate Rate Quantity Labour Material Labour & Remarks
No. Code (Rs.) Cost (Rs.) Cost (Rs.) Material
Cost (Rs.)
Cost per kg Kg 129.04 31.30 160.35
222073 Epoxy Grout
Unit = kg
Taking output = 1 kg
Materials
Epoxy Kg 9778 515.00 1.100 566.50
Labour:
Mate Day 0128 158.00 0.080 12.64
Mason (for plain stone work) 2nd class) Day 0125 158.00 0.100 15.80
Beldar Day 0114 152.00 0.100 15.20
Machinery 0.00
Epoxy Injection gun Day 9784 350.00 0.100 35.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 5.820 5.82
m
84.46 566.50
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.84 5.67
m
85.30 572.17
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 12.80 85.82
m
Cost per kg Kg 98.10 657.99 756.09
222080 Patching of damaged concrete surface with Pre packed polymer sqm
concrete with average thickness of 25mm. Curing compounds,
initiator and promoter, available in the formulations, to be applied
as per instructions of manufacturer and as approved by the
Engineer
Unit = sqm
Taking output = 10 sqm for an average thickness of 25mm.
Materials
Pre-packed polymer concrete based on epoxy system complete Kg 9785 8.00 315.000 2520.00
with curing compound, intiator and promoter
Labour:
Mate Day 0128 158.00 0.060 9.48
Mason (for plain stone work) 2nd class) Day 0125 158.00 0.750 118.50
Beldar Day 0114 152.00 0.750 114.00
Machinery 0.00
Grout pump with agitator and accessories Hour 9783 300.00 0.250 75.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 74.880 74.88
m

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Item Description Unit Rate Rate Quantity Labour Material Labour & Remarks
No. Code (Rs.) Cost (Rs.) Cost (Rs.) Material
Cost (Rs.)
391.86 2520.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 3.92 25.20
m
395.78 2545.20
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 59.37 381.78
m
Cost for 10 sqm 455.15 2926.98 3382.13
Cost per sqm Sqm 45.51 292.70 338.21
222090 Applying epoxy mortar over leached, honey combed and spalled
concrete surface and exposed steel reinforcement complete as
per Technical Specification with average thickness of 10 MM
including priming coat, mortar plaster and seal coat of epoxy
Unit = sqm
Taking output = 10 sqm
Assumeaverage 10mm thickness of epoxy mortar
Materials
Epoxy resin-hardener mix for prime coat Kg 9786 115.00 25.000 2875.00
Epoxy mortar Kg 9787 17.00 120.000 2040.00
Epoxy resin-hardener mix for seal coat Kg 9788 115.00 20.000 2300.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 50.000 50.00
m
Labour:
Mate Day 0128 158.00 0.040 6.32
Mason (brick layer) 1st class Day 0123 168.00 0.500 84.00
Beldar Day 0114 152.00 0.500 76.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 213.870 213.87
m
380.19 7265.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 3.80 72.65
m
383.99 7337.65
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 57.60 1100.65
m
Cost for 10 sqm 441.59 8438.30
Cost per sqm Sqm 44.16 843.83 887.99

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Item Description Unit Rate Rate Quantity Labour Material Labour & Remarks
No. Code (Rs.) Cost (Rs.) Cost (Rs.) Material
Cost (Rs.)
222100 Removal of defective concrete, cleaning the surface thoroughly,
applying the shotcrete mixture mechanically with compressed air,
comprising of cement, sand, coarse aggregates, water and quick
setting compound as approved, gunite strength not less than 25
Mpa with average thickness of 40mm in the ratio of 16 Kg of
cement to 0.04 cum of sand, 50X50X3mm size wire mesh, with
0.67 Kg of epoxy and 0.64 Kg of accelerator compound for guniting
per Sqm

Unit = sqm
Taking output = 1 sqm for an average thickness of 25mm.
Materials
Portland Cement free (rate not required) Tonne 0367 0.00 0.160 0.00
Coarse sand (Zone III) cum 0982 850.00 0.040 34.00
Wire mesh 50mm x 50mm size of 3mm wire Kg 9777 68.00 2.000 136.00
Epoxy Kg 9778 515.00 0.670 345.05
Accelerator compound for guniting @ 4 per cent of weight of Kg 9779 115.00 0.640 73.60
cement
Sundries (no rates reqd.) Lumpsu 9999 1.00 20.000 20.00
m
Labour:
Mate Day 0128 158.00 0.010 1.58
Mason (for plain stone work) 2nd class) Day 0125 158.00 0.040 6.32
Beldar Day 0114 152.00 0.140 21.28
Machinery 0.00
Hire charges of Air compressor 250 cfm with two leads for per Day 0040 3400.00 0.025 85.00
pneumatic cutters /hammers
Sundries (no rates reqd.) Lumpsu 9999 1.00 12.290 12.29
m
126.47 608.65
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.26 6.09
m
127.73 614.74
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 19.16 92.21
m
Cost per sqm Sqm 146.89 706.95 853.84
222110 Applying pre-packed cement based polymer mortar of strength 45
Mpa (28 days) for replacement of spalled concrete with average
thickness of 10mm
Unit = sqm

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Item Description Unit Rate Rate Quantity Labour Material Labour & Remarks
No. Code (Rs.) Cost (Rs.) Cost (Rs.) Material
Cost (Rs.)
Taking output = 10 sqm
Assumed thickness - 10 mm maximum
Materials
Acrylic polymer bonding coat litre 9789 115.00 1.400 161.00
Pre-packed cement based polymer mortar of strength 45 Mpa at 28 Kg 9790 18.00 120.000 2160.00
Days
Labour:
Mate Day 0128 158.00 0.040 6.32
Mason (brick layer) 1st class Day 0123 168.00 0.500 84.00
Beldar Day 0114 152.00 0.500 76.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 63.260 63.26
m
229.58 2321.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.30 23.21
m
231.88 2344.21
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 34.78 351.63
m
Cost for 10 sqm 266.66 2695.84
Cost per sqm Sqm 26.67 269.58 296.25
222120 Providing & applying Epoxy for bonding of new concrete to old
concrete @ 0.80 Kg / sqm with pot life not less than 60-90 minutes
and as per specifications including cleaning the surface
Taking output = 10 sqm
Materials
Epoxy resin with pot life not less than 60-90 minutes and satisfying Kg 9778 515.00 8.240 4243.60
testing as per including 3 per cent of (a ) above for wastage.

Labour:
Mate Day 0128 158.00 0.040 6.32
Mason (brick layer) 1st class Day 0123 168.00 0.500 84.00
Beldar Day 0114 152.00 0.500 76.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 32.650 32.65
m
198.97 4243.60
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.99 42.44
m
200.96 4286.04

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Item Description Unit Rate Rate Quantity Labour Material Labour & Remarks
No. Code (Rs.) Cost (Rs.) Cost (Rs.) Material
Cost (Rs.)
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 30.14 642.91
m
Cost for 10 sqm 231.10 4928.94
Cost per sqm Sqm 23.11 492.89 516.00
222130 Providing & Fixing 12 mm rabbit wire mesh at the junction of RCC
where specifically ordered or as shown in the drawing
Taking ot put 50 Sqm
Materials
a) Materials rabbit wire mesh(Taking 10% for overlaps and Sqm 1220 56.00 55.000 3080.00
wastage)
Labour:
Mate Day 0128 158.00 0.100 15.80
Mason (brick layer) 1st class Day 0123 168.00 1.000 168.00
Beldar Day 0114 152.00 1.000 152.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 71.720 71.72
m
407.52 3080.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 4.08 30.80
m
411.60 3110.80
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 61.74 466.62
m
Cost for 50 sqm 473.33 3577.42
Cost per sqm Sqm 9.47 71.55 81.02
222140 Providing, cutting, fabricating, treating, fixing structural steel as per
IS: 2062 in access ladders (top of girder/slab to pier cap), inserts,
platforms, railing, trolley refuges, drain pipes etc. by drilling holes
and grouting with C.C. as per specifications including painting with
two coats of approved paint over two coats of primer. (Cement for
grouting shall be paid separately)

4.151 Qtls
a)Materials:
(i)Posts100x100x10mm @ 15kg/m = 142.50kg Struts
(angles) 40x40x6mm 2x1.35 = 2.70m @ 3.5kg/m = 9.45kg Total
= 151.95kg Add wastage @ 5% = 7.60kg Total =
159.55kg = 1.60q
Structural steel such as tees, angles channels and R.S. joists quintal 1007 3400.00 1.600 5440.00

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Item Description Unit Rate Rate Quantity Labour Material Labour & Remarks
No. Code (Rs.) Cost (Rs.) Cost (Rs.) Material
Cost (Rs.)
(iiLinks (flats) 50x12mm 2x2.7 = 5.4m @ 4.7kg/m = 25.38kg 0.00
Ties central (flats) 50x10mm 1x2.28 = 2.8m @ 3.90kg/m =
10.92kg Links (flats) 40x10mm 2x1.84 = 3.68m @
3.90kg/m = 14.35kg Total = 50.65kg
Add wastage @ 5% = 2.53kg Total = 53.18kg = 0.53q
Flats exceeding 10 mm thickness quintal 1009 3250.00 0.530 1722.50
(iii) Gusset plates/base plates 10 mm thick 1x0.74x0.35 = 0.259 0.00
sqm shoe 4x0.46x0.46 = 0.845 sqm Total = 1.104 sqm
1.104 sqm @ 78.4kg/m = 86.55kg -- (1) 12mm plates at the
point of principal rafter and strut-2x0.3x0.2 = 0.12 sqm Tie
beam,brace and strut-2x0.5x0.3 = 0.30 sqm Sole plates-
2x0.46x0.46 = 0.42 sqm Anchor plate-2x046x0.1 = 0.09 sqm
Total = 0.93 sqm say 1.00 sqm @ 94.4kg/m = 94.40kg---(2) Add
(1) and (2) = 86.55kg+94.40 = 180.95kg A dd wastage @ 5% =
9.05kg Total = 190.00kg or 1.90 quintal

Ms Plates quintal 1010 3700.00 1.900 7030.00

(iv) 16 mm dia 50 mm long rivets = 56 nos. Add wastage @ 5% = 0.00
2.8 nos Total = 58.8 nos. Say 59 nos.@ 1.16kg per 10 rivets
5.9x1.16 = 6.84 kg = 0.0684quintal
MS rivets quintal 1020 3750.00 0.068 256.50
(v) 20 mm dia holding down bolts 4 nos.x460 mm 1840 mm Add 0.00
wastage @ 5% = 92 mm Total = 1932 mm 1.932m @
2.74kg/m = 5.29 kg = 0.0529 quintal
20mm dia H D bolts quintal 1221 0.05 3800.000 201.40
b)Labour:
Blacksmith 2nd class Day 0103 158.00 3.600 568.80
Fitter (Grade-1) Day 0116 168.00 2.700 453.60
Skilled Beldar (for floor rubbing etc.) Day 0139 158.00 5.400 853.20
Beldar Day 0114 152.00 3.600 547.20
Bandhani Day 0100 158.00 0.440 69.52
Labour for errecton and fixing in position. 0.00
Fitter (Grade-1) Day 0116 168.00 1.000 168.00
Skilled Beldar (for floor rubbing etc.) Day 0139 158.00 5.000 790.00
Beldar Day 0114 152.00 5.000 760.00
Bandhani Day 0100 158.00 1.000 158.00
c) Machinery 0.00
Hire and running charges of crane 20 tonne capacity per Day 0028 8500.00 0.250 2125.00
d) Applying Priming coat 0.00

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Item Description Unit Rate Rate Quantity Labour Material Labour & Remarks
No. Code (Rs.) Cost (Rs.) Cost (Rs.) Material
Cost (Rs.)
T iron 9.5x0.4 = 3.80 sqm Struts 2.70x0.16 =0.43 sqm Ties 0.00
5.40x0.124 = 0.67 sqm Links2x1.84x0.12 = 0.44 sqm Links
2.80x0.12 = 0.34 sqm Total = 5.68 sqm
applying primer coats as per item 211212 sqm 27.74 5.680 157.56 A
0.00
Applying two coats paint as per item 211223 31.93 5.680 181.36 A
Sundries (no rates reqd.) Lumpsu 9999 1.00 587.590 587.59
m
7080.91 14650.40
Add for water charges @ 1% on A Lumpsu 9997 0.01 70.81 146.50
m
7151.72 14796.90
Add for contractors profit and overhead @15% on A Lumpsu 9998 0.15 1072.76 2219.54
m
17016.44
cost of 4.151 qtls 8224.48 17355.37
Rate Per Qtl Qtl 1981.32 4181.01 6162.33
Rate/ MT 61623.32
Fabrication and errection cost Per MT MT 61623.32
222150 Providing/ fixing/ grouting various size HTS holding down bolt in
concrete column or in other structural steel member incl. drilling
holes of required size, bolts threaded at both ends shall be fixed
with proper size nuts bolts, plates, washers complete including all
labour and material
Taking output 1Qtl(20 bolts)
Materials
Holding down HTS bolts with plates an nuts etc. quintal 9791 5500.00 1.000 5500.00
Epoxy grout and mixture of stone chips etc ie epoxy concrete Kg 9792 8.00 50.000 400.00
Labour:
Blacksmith 2nd class Day 0103 158.00 1.000 158.00
Fitter (Grade-1) Day 0116 168.00 1.000
Skilled Beldar (for floor rubbing etc.) Day 0139 158.00 1.000 158.00
Beldar Day 0114 152.00 2.000 304.00
Machinery 0.00
Hire charges of Air compressor 250 cfm with two leads for per Day 0040 3400.00 1.000 3400.00
pneumatic cutters /hammers
Sundries (no rates reqd.) Lumpsu 9999 1.00 229.560 229.56
m
4249.56 5900.00

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Item Description Unit Rate Rate Quantity Labour Material Labour & Remarks
No. Code (Rs.) Cost (Rs.) Cost (Rs.) Material
Cost (Rs.)
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 42.50 59.00
m
4292.06 5959.00
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 643.81 893.85
m
Cost per quintal 4935.86 6852.85 11788.71
Cost per kg Kg 49.36 68.53 117.89
222160 Providing weep holes by making suitable opening or drilling in
existing Brick masonry/Plain/ Reinforced concrete abutment, wing
wall/ return wall with 100 mm dia AC pipe, extending through the
full width of the structure complete
Unit = Nos.
Taking output = 30 Mts
Materials
AC pipe 100 mm dia. (including wastage @ 10 per cent) metre 9793 60.00 31.500 1890.00
Epoxy mortar for filling the joints Kg 9794 115.00 60.000 6900.00
Labour:
Mate Day 0128 158.00 0.030 4.74
Mason (brick layer) 1st class Day 0123 168.00 1.000
Beldar Day 0114 152.00 2.000 304.00
Rock Hole Driller Day 0134 158.00 1.000 158.00
Machinery 0.00
Hire charges of Air compressor 250 cfm with two leads for per Day 0040 3400.00 1.000 3400.00
pneumatic cutters /hammers
Sundries (no rates reqd.) Lumpsu 9999 1.00 143.820 143.82
m
4010.56 8790.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 40.11 87.90
m
4050.67 8877.90
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 607.60 1331.69
m
Cost for 30 m 4658.27 10209.59 14867.85
Cost per m metre 155.28 340.32 495.60
222170 Providing and fixing of Drainage Spouts of 100 mm UPVC
complete as per drawing and Technical specification
Unit = Nos.
Taking output = 30 Mts
Materials

Page 1142
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Item Description Unit Rate Rate Quantity Labour Material Labour & Remarks
No. Code (Rs.) Cost (Rs.) Cost (Rs.) Material
Cost (Rs.)
U-PVC pipes (working pressure 4 kg/cm2) Single socketed pipe metre 7189 125.00 33.000 4125.00
110mm dia
Epoxy mortar for filling the joints Kg 9794 115.00 60.000 6900.00
Labour:
Mate Day 0128 158.00 0.030 4.74
Mason (brick layer) 1st class Day 0123 168.00 1.000
Beldar Day 0114 152.00 2.000 304.00
Rock Hole Driller Day 0134 158.00 1.000 158.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 154.720 154.72
m
621.46 11025.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 6.21 110.25
m
627.67 11135.25
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 94.15 1670.29
m
Cost for 30 m 721.83 12805.54 13527.36
Cost per m metre 24.06 426.85 450.91
222180 Providing and laying of filter media consisting of granular materials
of GW, GP, SW groups as per IS 1498-1970 in required profile
behind boulder filling of abutments, wing walls / return walls etc
above bed level with all labour and material complete job as per
drawing and technical specification of RDSO Guidelines
Unit = Nos.
Taking output = 10cum
Materials
Filter media of stone aggregate conforming to RDSO specifications cum 9795 1000.00 12.000 12000.00
(12 cum lose to be taken 10 cum after compaction)
Labour:
Mate Day 0128 158.00 0.320 50.56
Beldar Day 0114 152.00 7.000
Bandhani Day 0100 158.00 1.000 158.00
Machinery 0.00
Vibratory hand rammers / compactors Each 9796 350.00 1.000 350.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 294.890 294.89
m
853.45 12000.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 8.53 120.00
m

Page 1143
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Item Description Unit Rate Rate Quantity Labour Material Labour & Remarks
No. Code (Rs.) Cost (Rs.) Cost (Rs.) Material
Cost (Rs.)
861.98 12120.00
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 129.30 1818.00
m
Cost of 10 cum 991.28 13938.00 14929.28
Cost per cum cum 99.13 1393.80 1492.93
222190 Removing all loose concrete, cleaning rust with dusting compound
& water jet, drying, replacing worn out reinforcements by welding
new reinforcement for making up lost steel section, applying
approved anticorrosive polymer coating over the damaged area to
proper profile, providing polymer mortar (upto 20 mm. thickness) or
polymer concrete (more than 20 mm. thickness) consisting of
cement, sand, 6 mm. down chips where required and polymer as
per manufacturers' specification. The rate includes curing for 14
days, all materials, consumables, labours, tools and plants,
scaffolding/staging with all lead and lift. Cost of cement &
reinforcement to be paid separately.

222191 20 mm. thick polymer mortar

Taking output = 10 sqm for an average thickness of 20 mm.
Materials
Epoxy resin-hardener mix for prime coat Kg 9786 115.00 25.000 2875.00
Pre-packed cement based polymer mortar of strength 45 Mpa at 28 Kg 9790 18.00 240.000 4320.00
Days
Epoxy resin-hardener mix for seal coat Kg 9788 115.00 20.000 2300.00
Labour:
Mate Day 0128 158.00 0.060 9.48
Mason (for plain stone work) 2nd class) Day 0125 158.00 0.750
Beldar Day 0114 152.00 1.000 152.00
Machinery 0.00
Grout pump with agitator and accessories Hour 9783 300.00 0.500 150.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 85.500 85.50
m
396.98 9495.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 3.97 94.95
m
400.95 9589.95
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 60.14 1438.49
m
Cost for 10 sqm 461.09 11028.44 11489.53
Cost per sqm Sqm 46.11 1102.84 1148.95
222192 20-50 mm. thick polymer concrete

Page 1144
 Chapter-22 : Bridge Works - Misc.

Item Description Unit Rate Rate Quantity Labour Material Labour & Remarks
No. Code (Rs.) Cost (Rs.) Cost (Rs.) Material
Cost (Rs.)
Taking output = 10 sqm for an average thickness of 40 mm.
Materials
Pre-packed polymer concrete based on epoxy system complete Kg 9785 8.00 500.000 4000.00
with curing compound, intiator and promoter
Acrylic polymer bonding coat litre 9789 115.00 1.400 161.00
Epoxy resin-hardener mix for seal coat Kg 9788 115.00 20.000 2300.00
Labour:
Mate Day 0128 158.00 0.100 15.80
Mason (for plain stone work) 2nd class) Day 0125 158.00 1.000
Beldar Day 0114 152.00 1.000 152.00
Machinery 0.00
Grout pump with agitator and accessories Hour 9783 300.00 0.500 150.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 191.410 191.41
m
509.21 6461.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 5.09 64.61
m
514.30 6525.61
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 77.15 978.84
m
Cost for 10 sqm 591.45 7504.45 8095.90
Cost per sqm Sqm 59.14 750.45 809.59
222200 Supply, fabrication and erection of steel members to replace
existing corroded members of built up section made up of MS
plate, angles, channels of different thickness and sizes incl.
painting with red lead priming to IS: 102 and one heavy coat of
ready mix red oxide conforming to IS: 123. Structural steel should
conform to IS:2062-Gr'B'. Fabrication and erection to be as per
existing design initially by bolts and nuts and finally by rivetting
during the sanctioned traffic block. Payment for rivets and riveting
to be made separately. Rate includes cutting of new steel work,
drilling for riveting, dismantling of any existing members required
for inserting fabricated members, fixing of new fabricated built up
members with all tools, plants, labour, consumables, machinery
and accessories etc. Work will be executed as per IRS:B 1-2001

Unit = MT
Taking output = 800 kgs=8 Qtls.
Materials

Page 1145
 Chapter-22 : Bridge Works - Misc.

Item Description Unit Rate Rate Quantity Labour Material Labour & Remarks
No. Code (Rs.) Cost (Rs.) Cost (Rs.) Material
Cost (Rs.)
Structural steel such as tees, angles channels and R.S. joists quintal 1007 3400.00 6.090 20706.00
Flats up to 10 mm in thickness quintal 1008 3300.00 2.100 6930.00
MS Bolts and nuts up to 300 mm in length quintal 1034 6900.00 0.210 1449.00
Rivets quintal 0971 5450.00 0.250 1362.50
Labour:
Mate Day 0128 158.00 2.000 316.00
Blacksmith 2nd class Day 0103 158.00 2.000 316.00
Fitter (Grade-1) Day 0116 168.00 2.000 336.00
Skilled Beldar (for floor rubbing etc.) Day 0139 158.00 20.000 3160.00
Beldar Day 0114 152.00 20.000 3040.00
Machinery 0.00
Hire charges of Air compressor 250 cfm with two leads for per Day 0040 3400.00 4.000 13600.00
pneumatic cutters /hammers
Sundries (no rates reqd.) Lumpsu 9999 1.00 1181.710 1181.71
m
21949.71 28998.50
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 219.50 289.99
m
22169.21 29288.49
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 3325.38 4393.27
m
Cost for 8 qtl 25494.59 33681.76 59176.35
Cost per qtl 3186.82 4210.22 7397.04
Cost per MT 73970.43
Add for painting primer and one coat as per itm 211212 Sqm 27.74 15.000 416.10
74386.53
Extra payment for working in sanctioned block for labour and 1.00 12737.100 12737.10
machinery only
Total/ MT MT 87123.63
222210 Supplying and changing of corroded worn-out and loose rivets of
any size at any location of the bridges with or without traffic blocks
including all tools, plants, machinery complete in all respects. Cost
of rivet to pay separate
222211 Rivets size upto 25 mm dia.
Taking Output=100 nos
Materials
Rivets quintal 0971 5450.00 0.500 2725.00
Labour:
Mate Day 0128 158.00 1.000 158.00

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 Chapter-22 : Bridge Works - Misc.

Item Description Unit Rate Rate Quantity Labour Material Labour & Remarks
No. Code (Rs.) Cost (Rs.) Cost (Rs.) Material
Cost (Rs.)
Blacksmith 2nd class Day 0103 158.00 2.000 316.00
Fitter (Grade-1) Day 0116 168.00 2.000 336.00
Skilled Beldar (for floor rubbing etc.) Day 0139 158.00 8.000 1264.00
Assistant Fitter or 2nd class Fitter Day 0117 158.00 4.000 632.00
Machinery 0.00
Hire charges of Air compressor 250 cfm with two leads for per Day 0040 3400.00 2.000 6800.00
pneumatic cutters /hammers
Sundries (no rates reqd.) Lumpsu 9999 1.00 191.400 191.40
m
9697.40 2725.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 96.97 27.25
m
9794.37 2752.25
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 1469.16 412.84
m
cost per100Rivets 11263.53 3165.09 14428.62
Cost per rivet Each 112.64 31.65 144.29
222212 For Rivets more than 25 mm dia.
Taking Output=100 nos
Materials
Rivets quintal 0971 5450.00 1.180 6431.00
Labour:
Mate Day 0128 158.00 1.000 158.00
Blacksmith 2nd class Day 0103 158.00 3.000 474.00
Fitter (Grade-1) Day 0116 168.00 3.000 504.00
Skilled Beldar (for floor rubbing etc.) Day 0139 158.00 12.000 1896.00
Assistant Fitter or 2nd class Fitter Day 0117 158.00 6.000 948.00
Machinery 0.00
Hire charges of Air compressor 250 cfm with two leads for per Day 0040 3400.00 3.000 10200.00
pneumatic cutters /hammers
Sundries (no rates reqd.) Lumpsu 9999 1.00 305.270 305.27
m
14485.27 6431.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 144.85 64.31
m
14630.12 6495.31
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 2194.52 974.30
m
cost per100Rivets 16824.64 7469.61 24294.25

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Item Description Unit Rate Rate Quantity Labour Material Labour & Remarks
No. Code (Rs.) Cost (Rs.) Cost (Rs.) Material
Cost (Rs.)
Cost per rivet Each 168.25 74.70 242.94
222220 Dismantling of existing bed plate from existing bed block by cutting
& removal of HD bolts and nuts with all tools, plants, machinery
scaffolding, labour and other materials and shifting it at one end of
the bridge during traffic block.
Details of cost for4(4 steel Bed Plates=16Holes)
Materials
Second class deodar wood in scantling (Bamboo) 10 cudm 1193 320.00 5.000 1600.00
Labour:
Fitter (Grade-1) Day 0116 168.00 0.500 84.00
Blacksmith 2nd class Day 0103 158.00 0.750 118.50
Beldar Day 0114 152.00 2.000 304.00
Mate Day 0128 158.00 0.640 101.12
Skilled Beldar (for floor rubbing etc.) Day 0139 158.00 4.000 632.00
Coolie Day 0115 152.00 12.000 1824.00
Machinery 0.00
Hire charges of Air compressor 250 cfm with two leads for per Day 0040 3400.00 0.200 680.00
pneumatic cutters /hammers
Hire charges for jack of 40 tonne lifting capacity. Day 9797 500.00 4.000 2000.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 167.640 167.64
m
5911.26 1600.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 59.11 16.00
m
5970.37 1616.00
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 895.56 242.40
m
6865.93 1858.40 8724.33
Total per plate=(a+b+c+d+e)/4 1716.48 464.60 2181.08
Add for wastage due to working in block. 1.00 2181.08
Total per plate=(a+b+c+d+e) Each 4362.16
Plate
222230 Painting the HFL and danger level marks, year of HFL on bridge
abutments and piers with ready mixed paint as per standard in two
coats over one coat of primer with all materials, labour, tools,
scaffolding, all lead and lift etc including writing complete
Taking progress as 10 marks/day including base and two coats of
paint with markings
Materials

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Item Description Unit Rate Rate Quantity Labour Material Labour & Remarks
No. Code (Rs.) Cost (Rs.) Cost (Rs.) Material
Cost (Rs.)
Enamel paint litre 0830 140.00 1.000 140.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 200.000 200.00
m
Labour:
Painter Day 0131 158.00 1.000 158.00
Beldar Day 0114 152.00 2.000 304.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 21.810 21.81
m
483.81 340.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 4.84 3.40
m
488.65 343.40
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 73.30 51.51
m
Cost of 10 mark 561.95 394.91 956.86
Cost per mark Each 56.19 39.49 95.69
Mark
222240 Providing cast in situ bridge number plaques as per Railway
drawing in cement concrete 1:2:4 mix using 20mm hard stone
aggregate embedded in 30mm notch in Bridge parapet coping duly
engraving the letter and figures and an arrow indicating the
direction of flow and finishing the top exposed surface with cement
mortar 1:3, painting letters and figures with two coats of black
enamel paint on two coats of white back ground with all labour,
tools, cement, paint etc. with all lead and lifts

Taking progress as 10 Bridge No plaques including fi and two

coats of paint with markings
Materials
Enamel paint litre 0830 140.00 1.000 140.00
PCC Bridge No. plaque/stone Each 9798 250.00 10.000 2500.00
Labour:
Painter Day 0131 158.00 1.000 158.00
Beldar Day 0114 152.00 4.000 608.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 83.930 83.93
m
849.93 2640.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 8.50 26.40
m
858.43 2666.40

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Item Description Unit Rate Rate Quantity Labour Material Labour & Remarks
No. Code (Rs.) Cost (Rs.) Cost (Rs.) Material
Cost (Rs.)
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 128.76 399.96
m
Cost of 10 plaque 987.19 3066.36 4053.55
Cost per plaque Each 98.72 306.64 405.36
222250 Providing cast in situ plaques for bridge foundations details of size
45x45x5 cm in cement concrete 1:2:4 mix using 20mm hard stone
aggregate embedded in 30mm deep notch over abutment & piers,
engraving the letters & figures with CM 1:3 and finished smooth
including painting letters and figures with 2 coats of black enamel
and plaque with white enamel with all labour, tools, cement, paint,
curing, etc. as a complete job

Taking progress as 10 foundation detail plaques including

egraving numbring and two coats of paint with details of
foundations
Materials
Enamel paint litre 0830 140.00 1.000 140.00
Bridge foundation details plaque including engraving complete Each 9799 350.00 10.000 3500.00
Labour:
Painter Day 0131 158.00 1.000 158.00
Beldar Day 0114 152.00 4.000 608.00
Mason (brick layer) 1st class Day 0123 168.00 1.000 168.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 118.470 118.47
m
1052.47 3640.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 10.52 36.40
m
1062.99 3676.40
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 159.45 551.46
m
Cost of 10 plaque 1222.44 4227.86 5450.30
Cost per plaque Each 122.24 422.79 545.03
222260 Providing & laying non pressure NP-4 Class RCC pipe with collars,
jointing with 1:2 Cement and ordinary sand mortar including testing
of joints but excluding earth work with all labour and material as a
complete job. Cement for mortar will be paid separately

222261 600 mm dia.

Taking output 100 mts
Materials

Page 1150
 Chapter-22 : Bridge Works - Misc.

Item Description Unit Rate Rate Quantity Labour Material Labour & Remarks
No. Code (Rs.) Cost (Rs.) Cost (Rs.) Material
Cost (Rs.)
NP- 4 class RCC pipes 600 mm dia metre 9800 1000.00 105.000 105000.00
Portland Cement free (rate not required) Tonne 0367 0.00 3.200 0.00
Coarse sand (Zone III) cum 0982 850.00 0.440 374.00
Labour:
Mate Day 0128 158.00 2.000 316.00
Mason (for plain stone work) 2nd class) Day 0125 158.00 2.000 316.00
Beldar Day 0114 152.00 20.000 3040.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 3098.370 3098.37
m
6770.37 105374.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 67.70 1053.74
m
6838.07 106427.74
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 1025.71 15964.16
m
Cost of 100 metre 7863.78 122391.90 130255.69
Cost per m metre 78.64 1223.92 1302.56
222262 900 mm dia.
Taking output 100 mts
Materials
NP- 4 class RCC pipes 900 mm dia metre 9801 1500.00 105.000 157500.00
Portland Cement free (rate not required) Tonne 0367 0.00 4.900 0.00
Coarse sand (Zone III) cum 0982 850.00 0.680 578.00
Labour:
Mate Day 0128 158.00 2.000 316.00
Mason (for plain stone work) 2nd class) Day 0125 158.00 2.000 316.00
Beldar Day 0114 152.00 28.000 4256.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 4804.000 4804.00
m
9692.00 158078.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 96.92 1580.78
m
9788.92 159658.78
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 1468.34 23948.82
m
Cost of 100 metre 11257.26 183607.60 194864.86
Cost per m metre 112.57 1836.08 1948.65
222263 1000 mm dia.
Taking output 100 mts

Page 1151
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Item Description Unit Rate Rate Quantity Labour Material Labour & Remarks
No. Code (Rs.) Cost (Rs.) Cost (Rs.) Material
Cost (Rs.)
Materials
NP- 4 class RCC pipes 1000 mm dia metre 9802 1800.00 105.000 189000.00
Portland Cement free (rate not required) Tonne 0367 0.00 5.500 0.00
Coarse sand (Zone III) cum 0982 850.00 0.800 680.00
Labour:
Mate Day 0128 158.00 2.000 316.00
Mason (for plain stone work) 2nd class) Day 0125 158.00 2.000 316.00
Beldar Day 0114 152.00 32.000 4864.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 5988.000 5988.00
m
11484.00 189680.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 114.84 1896.80
m
11598.84 191576.80
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 1739.83 28736.52
m
Cost of 100 metre 13338.67 220313.32 233651.99
Cost per m metre 133.39 2203.13 2336.52
222264 1200 mm dia.
Taking output 100 mts
Materials
NP- 4 class RCC pipes 1200 mm dia metre 9803 3000.00 105.000 315000.00
Portland Cement free (rate not required) Tonne 0367 0.00 6.800 0.00
Coarse sand (Zone III) cum 0982 850.00 1.000 850.00
Labour:
Mate Day 0128 158.00 2.000 316.00
Mason (for plain stone work) 2nd class) Day 0125 158.00 2.000 316.00
Beldar Day 0114 152.00 40.000 6080.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 7442.100 7442.10
m
14154.10 315850.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 141.54 3158.50
m
14295.64 319008.50
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 2144.35 47851.28
m
Cost of 100 metre 16439.99 366859.78 383299.76
Cost per m metre 164.40 3668.60 3833.00

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Item Description Unit Rate Rate Quantity Labour Material Labour & Remarks
No. Code (Rs.) Cost (Rs.) Cost (Rs.) Material
Cost (Rs.)
222280 Supplying, spreading and filling coarse sand (No cohesive
materials to be used) of approved quality including watering and
ramming in foundation, plinth, behind the abutment, wing wall,
retaining wall in layers not exceeding 150mm thick including its
compaction as per direction of Engineer-in-charge. The rate
includes all lead, lift, ascent, descent, crossing of Railway line, etc.
complete with contractor’s labour, materials, tools and plant

Unit = cum
Taking output = 10 cum.
Materials
Coarse sand (Zone III) cum 0982 850.00 12.000 10200.00
Labour:
Mate Day 0128 158.00 0.320 50.56
Beldar Day 0114 152.00 4.000 608.00
Bandhani Day 0100 158.00 1.000 158.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 237.710 237.71
m
1054.27 10200.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 10.54 102.00
m
1064.81 10302.00
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 159.72 1545.30
m
Cost of 10 cum 1224.53 11847.30 13071.83
Cost per cum cum 122.45 1184.73 1307.18
222290 Providing Boulder backing behind wing wall, return wall, retaining
wall with hand packed boulders & cobbles with smaller size
boulders toward the back including all lead, lift, labour & other
incidental charges as complete work in all respect. Payment for
boulder/cobbles will be done extra
Taking output = 10 cum.
Labour:
Mate Day 0128 158.00 0.320 50.56
Beldar Day 0114 152.00 6.000 912.00
Bandhani Day 0100 158.00 1.000 158.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 29.830 29.83
m
1150.39
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 11.50
m

Page 1153
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Item Description Unit Rate Rate Quantity Labour Material Labour & Remarks
No. Code (Rs.) Cost (Rs.) Cost (Rs.) Material
Cost (Rs.)
1161.89
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 174.28
m
Cost of 10 cum 1336.18
Cost per cum cum 133.62 0.00 133.62
222300 Dewatering of natural or accumulated water from any location.
Payment to be done for Horse power of pump multiplied by
pumping hours
Taking output HP Hours=5X6=30 HP Hours
Hire charges of pump set of capacity 4000 lit/hour Day 0011 550.00 1.000 550.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 9.000 9.00
m
559.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 5.59
m
564.59
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 84.69
m
Cost of 30 hrs 649.28
Cost per hr HP Hour 21.64 0.00 21.64
222310 Supplying & fixing Galvanised Steel wire Ropenet, made of 9mm
dia steel wire rope having aperture size of 45cm x 60cm with 6m
long hangs for top anchoring and 5m wide alongwith chain-link
mesh-netting of 80mm x 80mm mesh size made from 2.4mm dia
galvanised wire, joining of chain-link mesh & steel wire Ropenet
and joining of adjacent nets with galvanised spiral lock springs of
steel wire dia 2.2mm; inner dia of springs 18mm; total length 50mm
± 0.5mm; pitch 4mm & open end length 60mm including cutting of
tree/shrub etc. in rope-netting location .....contd.

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Item Description Unit Rate Rate Quantity Labour Material Labour & Remarks
No. Code (Rs.) Cost (Rs.) Cost (Rs.) Material
Cost (Rs.)
... contd. - and also, excavation / filling-back of trenches in all types
of soil after anchoring Ropenet with RCC pre-cast beam of size
15cm x 15cm x 2m of M-15 concrete & 30cm thick M-10 PCC. This
work also includes supply of 200mm x 200mm x 6mm epoxy
coated washer plates with 12.5mm / 18mm dia hole at centre and
supplying & fixing of anchor bolts/fastners of 10mm dia including
drilling of holes upto a depth of 110mm in rock; cleaning of holes;
fixing of fastners with nut & epoxy coated washer plates; - contd....

... contd. - applying torque 65 to 70 N/mm for fixing of Ropenet for

intermediate anchoring on the surface of cutting, bottom anchoring
upto 1m depth by using 16mm dia HYSD steel bolts, threaded upto
200mm on top and fixing epoxy coated washer plate, fabrication &
fixing of U-pin on top of cutting for top anchoring and joining of
adjacent nets with spiral spring and fixing at the ratio of 1 no. per
0.6m in longitudinal direction of net portion and additional locks for
lacing chain link netting with Ropenet with contractor's materials,
machinery, tools & plants, cement, steel, labour, lead, lift,
transportation, ascent, descent, taxes, royalty etc. complete as per
directions of engineer-in-charge.

Material
Galvanised steel Wire Ropenet, made of 9mm dia steel wire rope Sqm 9636 390.00 100.000 39000.00
having aperture size of 45cmx60cm with 6m length hangs
Galvanised Chainlink mesh netting of 80mm x 80mm mesh size Sqm 9909 150.00 100.000 15000.00
Galvanised Spiral lock spring Each 9910 16.00 15.000 240.00
Epoxy coated washer plate of 200mm x 200mm x 6mm size Each 9911 130.00 32.000 4160.00
Anchor fastners of 10mm dia and 110mm length Each 9912 60.00 20.000 1200.00
Bottom anchors of 16mm dia. HYSD & 1m length Each 9913 230.00 12.000 2760.00
Precast RCC Beam of 0.15m x 0.15m cross section (1:2:4) cum 9914 7500.00 0.112 843.75
Plain cement concrete of 1:4:8 cum 9915 4500.00 0.900 4050.00
U-Pins of 6mm dia mild steel of 0.3m length Each 9916 12.00 33.000 396.00
Labour
Fitter (Grade-1) Day 0116 168.00 2.000 336.00
Blacksmith 2nd class Day 0103 158.00 2.000 316.00
Rock Hole Driller Day 0134 158.00 2.000 316.00
Beldar Day 0114 152.00 8.000 1216.00
Mason (brick layer) 2nd class Day 0124 158.00 2.000 316.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 10.000 10.00
m

Page 1155
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Item Description Unit Rate Rate Quantity Labour Material Labour & Remarks
No. Code (Rs.) Cost (Rs.) Cost (Rs.) Material
Cost (Rs.)
Machines 0.00
Hire charges of Generator 250 KVA per Day 0030 2400.00 0.500 1200.00
Hire charges of Air compressor 250 cfm with two leads for per Day 0040 3400.00 1.000 3400.00
pneumatic cutters /hammers
7110.00 67649.75
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 71.10 676.50
m
7181.10 68326.25
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 1077.17 10248.94
m
Cost for 100 Sq.m. 8258.27 78575.18
Cost per Sq.m. Sqm 82.58 785.75 868.33
222320 Supplying & fixing of Erosion Control Geomat (for surfacial erosion
control) consisting of 2 layers of polymeric netting, having aperture
size of 20mm x 20mm and a middle layer of coir as per
Specifications. Max. width of rolls/each composite mat shall be 5m.
Work includes dressing of slopes to proper profile & removing
loose rubbles, muck & leading to the point as directed by engineer-
incharge; supply & spreading of good earth/soil material on
slope/berm portion etc. to proper profile for laying of Geomat
anchoring in top anchor trench; seaming of adjacent panels of
Geomat with HDPE Twine; fabrication & fixing of U-pin on
slope/berms including top of cutting for anchoring of Geomat as per
approved scheme and providing of grass sods and placing over
Geomat so as to completely cover it, including watering for 2
weeks with all labour, tools & materials alongwith lead & lift etc.
complete

Cost for 100 Sq.m.

Material
Erosion control Geomat consisting of two layers of polymeric Sqm 9637 75.00 100.000 7500.00
netting, with aperture of 20mmx20mm and middle layer of coir as
per specifications in 5m width rolls
Good earth cum 0979 75.00 15.000 1125.00
U-Pins of 6mm dia mild steel of 0.3m length Each 9916 12.00 34.000 408.00
Grass Sods Sqm 9920 40.00 100.000 4000.00
Labour
Mate Day 0128 158.00 1.000 158.00
Beldar Day 0114 152.00 8.000 1216.00
Coolie Day 0115 152.00 4.000 608.00

Page 1156
 Chapter-22 : Bridge Works - Misc.

Item Description Unit Rate Rate Quantity Labour Material Labour & Remarks
No. Code (Rs.) Cost (Rs.) Cost (Rs.) Material
Cost (Rs.)
Sundries (no rates reqd.) Lumpsu 9999 1.00 10.000 10.00
m
1992.00 13033.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 19.92 130.33
m
2011.92 13163.33
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 301.79 1974.50
m
Cost for 100 Sq.m. 2313.71 15137.83
Cost per Sq.m. Sqm 23.14 151.38 174.52
222330 Supplying & placing of Mechanically Woven Double Twisted
Hexagonal Shaped Wire Mesh Gabion Boxes of required sizes,
Mesh Type 10cm x 12cm, Zn and PVC coated Mesh Wire
dia.2.7/3.7mm (ID/OD), edges of meshes mechanically edged /
selvedged with heavy coating of galvanization as per EN 10223-
3/ASTM A 975 with partitions at every 1m interval and properly
packed with approx. 150mm size boulders including transportation
and placing at indicated places as per direction of engineer-in-
charge including contractor's tools, plants, labour, royalty charges
etc. complete in all respect and stitching with lacing wire of dia.
2.2/3.2mm (ID/OD) @ 5% by weight of Gabion boxes, carrying the
material by head lead from nearest approach with all safety
precautions and all leads and lifts

Cost for 100 cum

Material
Mechanically Woven Double Twisted Hexagonal Shaped Wire cum 9921 1300.00 100.000 130000.00
Mesh Gabion boxes of required sizes with 10mmx12mm mesh of
wire dia 2.7/3.7mm (ID/OD) and Zn & PVC coated

Stone Boulder Weighing minimum 35 Kg Each cum 9158 550.00 100.000 55000.00
Labour
Mate Day 0128 158.00 2.000 316.00
Mason (brick layer) 1st class Day 0123 168.00 2.000 336.00
Mason (brick layer) 2nd class Day 0124 158.00 4.000 632.00
Beldar Day 0114 152.00 6.000 912.00
Stone Chiseller Day 0135 158.00 4.000 632.00
Coolie Day 0115 152.00 6.000 912.00

Page 1157
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Item Description Unit Rate Rate Quantity Labour Material Labour & Remarks
No. Code (Rs.) Cost (Rs.) Cost (Rs.) Material
Cost (Rs.)
Sundries (no rates reqd.) Lumpsu 9999 1.00 10.000 10.00
m
3750.00 185000.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 37.50 1850.00
m
3787.50 186850.00
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 568.13 28027.50
m
Cost for 100 cum 4355.63 214877.50
Cost per cum cum 43.56 2148.78 2192.33
222340 Supplying & placing partly or fully underwater of Polypropylene
Tarred Rope Gabion, fabricated from 9mm dia. rope, 100mm x
100mm Mesh with partitions at every 1m interval and properly
packed with approximately 150mm size boulders including
transportation and placing at indicated places as per direction of
engineer-in-charge with contractor's tools, plants, labour etc.
including royalty charges complete in all respect and stitching with
polypropylene lacing rope of minimum dia. 4mm; carrying the
material by head lead from nearest approach with all safety
precautions and all leads and lifts

Cost for 100 Cu.m.

Material
Poly-propylene Tarred rope Gabion, fabricated from 9mm dia rope cum 9922 1200.00 100.000 120000.00
100mmx100mm mesh with partition at every 1m interval
Stone Boulder Weighing minimum 35 Kg Each cum 9158 550.00 100.000 55000.00
Labour
Mate Day 0128 138.45 2.000 276.90
Mason (brick layer) 1st class Day 0123 151.50 2.000 303.00
Mason (brick layer) 2nd class Day 0124 141.60 4.000 566.40
Beldar Day 0114 135.25 10.000 1352.50
Stone Chiseller Day 0135 138.45 4.000 553.80
Coolie Day 0115 135.25 6.000 811.50
Sundries (no rates reqd.) Lumpsu 9999 1.00 10.000 10.00
m
3874.10 175000.00
Add for Water Charges @1% (no rates reqd.) 9997 0.01 38.74 1750.00
3912.84 176750.00
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 9998 0.15 586.93 26512.50

Page 1158
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Item Description Unit Rate Rate Quantity Labour Material Labour & Remarks
No. Code (Rs.) Cost (Rs.) Cost (Rs.) Material
Cost (Rs.)
Cost for 100 cum 4499.77 203262.50
Cost per cum cum 45.00 2032.63 2077.62
222350 Surface protection of Piers, substructure, Box bridges and culverts
in river bed by cleaning & preparing the surfaces by acid etching;
treating surface with a two-layer plaster; first layer of 7 mm (5 mm
in case of sidewalk) thick with cement (OPC or slag) admixed with
an octadecanoic acid based cementitious waterproofing compound
(Max. bulk density 0.5 gm/cc), in the weight ratio of 50:3 for
cement and waterproofing compound; and second layer of 12 mm
thick cement-sand (1:2.5) plaster, enriched with polyester fibre (to
be paid separately) and curing the plastered surface. Treatment
shall be impermeable under a waterhead of 20.0 metres. --
Contd. ...

222351 Piers, substructure, Box bridges and culverts in river bed

Cost of 1sqm
Material
Waterproofing compound ESI Permakar 3 Kg 9805 180.00 0.840 151.20
Portland Cement free (rate not required) Tonne 0367 0.00 14.000 0.00
Muriatic acid Kg 9809 20.00 1.000 20.00
Fine sand (Zone IV) cum 0983 600.00 0.011 6.60
Tools, implements and other consumbables Lumpsu 9999 1.00 6.000 6.00
m
Labour
Mason (for plain stone work) 2nd class) Day 0125 158.00 0.200 31.60
Stone Chiseller Day 0135 158.00 0.100 15.80
Beldar Day 0114 152.00 0.300 45.60
Mate Day 0128 158.00 0.080 12.64
Sundries (no rates reqd.) Lumpsu 9999 1.00 24.140 24.14
m
129.78 183.80
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.30 1.84
m
131.08 185.64
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 19.66 27.85
m
Cost for 1sqm Sqm 150.74 213.48 364.22
222352 Sidewalks

Page 1159
 Chapter-22 : Bridge Works - Misc.

Item Description Unit Rate Rate Quantity Labour Material Labour & Remarks
No. Code (Rs.) Cost (Rs.) Cost (Rs.) Material
Cost (Rs.)
Cost of 1sqm
Material
Waterproofing compound ESI Permakar 3 Kg 9805 180.00 0.600 108.00
Portland Cement free (rate not required) Tonne 0367 0.00 14.000 0.00
Muriatic acid Kg 9809 20.00 1.000 20.00
Fine sand (Zone IV) cum 0983 600.00 0.011 6.60
Tools, implements and other consumbables Lumpsu 9999 1.00 6.000 6.00
m
Labour
Mason (for plain stone work) 2nd class) Day 0125 158.00 0.200 31.60
Stone Chiseller Day 0135 158.00 0.100 15.80
Beldar Day 0114 152.00 0.300 45.60
Mate Day 0128 158.00 0.080 12.64
Sundries (no rates reqd.) Lumpsu 9999 1.00 20.520 20.52
m
126.16 140.60
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.26 1.41
m
127.42 142.01
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 19.11 21.30
m
Cost for 1sqm Sqm 146.53 163.31 309.84
222360 Surface protection of Underside of Bridge Decks, Girders, Inside of
Box Girders, Railings, etc. of Bridges and Piers and Substructures
which are not in River Bed by cleaning and drying the surface;
repairing local defects, e.g. honeycombs with a paste of cement
admixed with 5% by weight of cement of Polymer bonding agent,
applying (@ 0.30 litre per square metre) a coat (DFT of 100-150
micron) of a translucent brown coloured modified phenolic resin
based single component high performance polymeric waterproofing
compound (sp. gr. 0.87, rosin content nil and a solid content of
minimum 0.47%), applying (@ 0.25 litre per square metre) a top
coat of a modified phenolic resin based single component
waterproofing compound of grey or other shades (sp. gr. 0.85)
before the base coat becomes tack-free; permitting the coatings to
cure and dry naturally; the 2-coat system shall be impermeable
under a water head of 20.0 metres, complete as per specification

Cost of 1sqm
Material

Page 1160
 Chapter-22 : Bridge Works - Misc.

Item Description Unit Rate Rate Quantity Labour Material Labour & Remarks
No. Code (Rs.) Cost (Rs.) Cost (Rs.) Material
Cost (Rs.)
Surface protection material ESI PERMAPROOF litre 9811 220.00 0.300 66.00
Surface protection material ESI PERMACIL-GA litre 9926 237.00 0.250 59.25
Surface protection material ESI BOND litre 9927 242.00 0.050 12.10
Tools,implements and other consumbables Lumpsu 9999 1.00 6.000 6.00
m
Labour
Stone Chiseller Day 0135 158.00 0.060 9.48
Mason (for plain stone work) 2nd class) Day 0125 158.00 0.040 6.32
Painter Day 0131 158.00 0.060 9.48
Beldar Day 0114 152.00 0.100 15.20
Mate Day 0128 158.00 0.020 3.16
Sundries (no rates reqd.) Lumpsu 9999 1.00 11.470 11.47
m
55.11 143.35
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.55 1.43
m
55.66 144.78
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 8.35 21.72
m
Cost for 1sqm Sqm 64.01 166.50 230.51
222370 Surface protection of Bridge Deck by cleaning and preparing the
surface by acid etching; treating the surface with a two-layer
plaster; first layer of 5 mm thick with cement (OPC or slag),
admixed with an octadecanoic acid based cementitious
waterproofing compound (bulk density not greater than 0.5 gm/cc)
in the weight ratio of 50:3 for cement and waterproofing compound,
further enriched with specially fabricated deformed galvanized steel
fibre (@ 150 gm per square metre of treated surface and second
layer of 12 mm thick cement-sand (1:2.5) plaster, enriched with
polyester fibre (to be paid separately) and curing the plastered
surface. Treatment shall be impermeable under a waterhead of
20m complete as per specifications

Cost of 1sqm
Material
Waterproofing compound ESI Permakar 3 Kg 9805 180.00 0.600 108.00
Portland Cement free (rate not required) Tonne 0367 0.00 0.250 0.00
Fine sand (Zone IV) cum 0983 600.00 0.011 6.60
Muriatic acid Kg 9809 20.00 1.000 20.00
Galvanised Steel Fibre Kg 9810 169.00 0.150 25.35

Page 1161
 Chapter-22 : Bridge Works - Misc.

Item Description Unit Rate Rate Quantity Labour Material Labour & Remarks
No. Code (Rs.) Cost (Rs.) Cost (Rs.) Material
Cost (Rs.)
Tools, implements and other consumbables Lumpsu 9999 1.00 6.000 6.00
m
Labour
Mason (for plain stone work) 2nd class) Day 0125 158.00 0.200 31.60
Stone Chiseller Day 0135 158.00 0.100 15.80
Beldar Day 0114 152.00 0.250 38.00
Mate Day 0128 158.00 0.080 12.64
Sundries (no rates reqd.) Lumpsu 9999 1.00 21.570 21.57
m
119.61 165.95
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.20 1.66
m
120.81 167.61
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 18.12 25.14
m
Cost for 1sqm Sqm 138.93 192.75 331.68

Page 1162
 Chapter-9 : Flooring Paving And Dado

CHAPTER - 9 : FLOORING PAVING AND DADO

Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
091010 Brick on edge flooring with bricks of class designation 7.5 including
cement slurry etc. complete in cement mortar
091011 1:4 (1cement: 4coarse sand).(With FPS Bricks)
Details of cost for 10 sqm.
Materials
F.P.S. bricks class designation 7.5 1000 2602 2600.00 0.57 1469.00
Nos.
Carriage of bricks LS 0 0.00 0.00 0.00
Cement mortar 1:4 cum (Rate as per AOR of cement mortar item cum 1074.99 0.43 466.55
no.11)
Cement for slurry Tonne 0367 0.00 0.02 0.00
Carriage of cement LS 0 0.00 0.00 0.00
Labour:
Mason (brick layer) 2nd class Day 0124 158.00 1.08 170.64
Beldar Day 0114 152.00 0.25 38.00
Coolie Day 0115 152.00 1.62 246.24
Bhisti Day 0101 158.00 0.27 42.66
497.54 1935.55
Add for Water Charges @1% (no rates reqd.) 0.01 4.98 19.36
502.52 1954.90
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 75.38 293.24

Cost of 10.00sqm 577.89 2248.14

Cost of 1.00 sqm Sqm 57.79 224.81 282.60
091012 1:6 (1cement: 6coarse sand).(With FPS Bricks)
Details of cost for 10 sqm.
Materials
F.P.S. bricks class designation 7.5 1000 2602 2600.00 0.57 1469.00
Nos.
Carriage of bricks LS 0 0.00 0.00 0.00
Cement mortar 1:6 cum (Rate as per AOR of cement mortar item cum 1074.99 0.43 466.55
no.12)
Cement for slurry Tonne 0367 0.00 0.02 0.00
Carriage of cement LS 0 0.00 0.00 0.00
Labour:

Page 1163
 Chapter-9 : Flooring Paving And Dado

Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
Mason (brick layer) 2nd class Day 0124 158.00 1.08 170.64
Beldar Day 0114 152.00 0.25 38.00
Coolie Day 0115 152.00 1.62 246.24
Bhisti Day 0101 158.00 0.27 42.66
497.54 1935.55
Add for Water Charges @1% (no rates reqd.) 0.01 4.98 19.36
502.52 1954.90
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 75.38 293.24

Cost of 10.00sqm 577.89 2248.14

Cost of 1.00 sqm Sqm 57.79 224.81 282.60
091020 Flat Brick flooring with bricks of class designation 7.5 including
cement slurry etc. complete in cement mortar
091021 1:4 (1cement: 4coarse sand).(With FPS Bricks)

Details of cost for 10 sqm.

Materials
F.P.S. bricks class designation 7.5 1000 2602 2600.00 0.39 1001.00
Nos.
Carriage of bricks LS 0 0.00 0.00 0.00
Cement mortar 1:4 cum (Rate as per AOR of cement mortar item cum 1074.99 0.37 393.45
no.11)
Labour:
Mason (brick layer) 2nd class Day 0124 158.00 0.81 127.98
Beldar Day 0114 152.00 1.08 164.16
Coolie Day 0115 152.00 0.18 27.36
Sundries (no rates reqd.) Lumpsu 9999 1.00 17.00 17.00
m
336.50 1394.45
Add for Water Charges @1% (no rates reqd.) 0.01 3.37 13.94
339.87 1408.39
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 50.98 211.26

Cost of 10.00sqm 390.84 1619.65

Cost of 1.00 sqm Sqm 39.08 161.96 201.05
091022 1:6 (1cement: 6coarse sand).(With FPS Bricks)

Details of cost for 10 sqm.

Materials

Page 1164
 Chapter-9 : Flooring Paving And Dado

Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
F.P.S. bricks class designation 7.5 1000 2602 2600.00 0.39 1001.00
Nos.
Carriage of bricks LS 0 0.00 0.00 0.00
Cement mortar 1:6 cum (Rate as per AOR of cement mortar item cum 1074.99 0.37 393.45
no.12)
Labour:
Mason (brick layer) 2nd class Day 0124 158.00 0.81 127.98
Beldar Day 0114 152.00 1.08 164.16
Coolie Day 0115 152.00 0.18 27.36
Sundries (no rates reqd.) Lumpsu 9999 1.00 17.00 17.00
m
336.50 1394.45
Add for Water Charges @1% (no rates reqd.) 0.01 3.37 13.94
339.87 1408.39
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 50.98 211.26

Cost of 10.00sqm 390.84 1619.65

Cost of 1.00 sqm Sqm 39.08 161.96 201.05
091030 Providing hand packed dry flat brick flooring, class designation 7.5
(FPS Bricks), excluding pointing with joints filled with sand over a
bed of dry sand (ordinary)of average thickness 25 mm including
ramming sub grade :
091031 Brick on edge
Details of cost for 10 sqm.
Materials
F.P.S. bricks class designation 7.5 1000 2602 2600.00 0.58 1495.00
Nos.
Carriage of bricks LS 0 0.00 0.00 0.00
Coarse sand (Zone III) cum 0982 850.00 0.40 340.00
Carriage of coarse sand LS 0 0.00 0.00 0.00
Labour:
Mason (brick layer) 2nd class Day 0124 158.00 0.60 94.80
Beldar Day 0114 152.00 1.98 300.96
395.76 1835.00
Add for Water Charges @1% (no rates reqd.) 0.01 3.96 18.35
399.72 1853.35
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 59.96 278.00

Page 1165
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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
Cost of 10.00sqm 459.68 2131.35
Cost of 1.00 sqm Sqm 45.97 213.14 259.10
091032 Flat brick
Details of cost for 10 sqm.
Materials
F.P.S. bricks class designation 7.5 1000 2602 2600.00 0.39 1001.00
Nos.
Coarse sand (Zone III) cum 0982 850.00 0.35 297.50
Carriage of coarse sand LS 0 0.00 0.00 0.00
Labour:
Mason (brick layer) 2nd class Day 0124 158.00 0.40 63.20
Beldar Day 0114 152.00 1.35 205.20
268.40 1298.50
Add for Water Charges @1% (no rates reqd.) 0.01 2.68 12.99
271.08 1311.49
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 40.66 196.72

Cost of 10.00sqm 311.75 1508.21

Cost of 1.00 sqm Sqm 31.17 150.82 182.00
091040 Deduct where railway bricks old / new are supplied
091041 From flat brick flooring

Details of cost for 10 sqm.

Materials
F.P.S. bricks class designation 7.5 1000 2602 2600.00 0.39 1001.00
Nos.
1001.00
Add for Water Charges @1% (no rates reqd.) 0.01 10.01
1011.01
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 151.65

Cost of 10.00sqm 1162.66

Cost of 1.00 sqm Sqm 0.00 116.27 116.27
091042 From brick on edge flooring
Details of cost for 10 sqm.
Materials
F.P.S. bricks class designation 7.5 1000 2602 2600.00 0.58 1495.00
Nos.

Page 1166
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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
1495.00
Add for Water Charges @1% (no rates reqd.) 0.01 14.95
1509.95
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 226.49

Cost of 10.00sqm 1736.44

Cost of 1.00 sqm Sqm 0.00 173.64 173.64
091050 Extra for brick flooring (with F.P.S bricks) laid in diagonal / herring
bone bond or other pattern as specified
Brick on edge
Details of cost for 10 sqm.
Labour:
Mason (brick layer) 2nd class Day 0124 158.00 0.23 36.34
Coolie Day 0115 152.00 0.35 53.20
89.54
Add for Water Charges @1% (no rates reqd.) 0.01 0.90
90.44
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 13.57

Cost of 10.00sqm 104.00

Cost of 1.00 sqm Sqm 10.40 0.00 10.40
091060 Dry stone ballast 50 mm nominal size, rammed in floors 75 mm
thick layer

Details of cost for 10 sqm.

Materials
Stone Aggregate (Single size) : 50 mm nominal size cum 0292 800.00 0.84 672.00
Labour:
Beldar Day 0114 152.00 2.00 304.00
304.00 672.00
Add for Water Charges @1% (no rates reqd.) 0.01 3.04 6.72
307.04 678.72
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 46.06 101.81

Cost of 10.00sqm 353.10 780.53

Cost of 1.00 sqm Sqm 35.31 78.05 113.36
091070 Moorum flooring 10 cm thick (consolidated depth) including
watering and ramming. With Contractor's Moorum

Page 1167
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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
Analysis with 10cm thickness
Details of cost for 10 sqm.
Materials
Moorum cum 0810 900.00 1.10 990.00
0 LS 0 0.00 1.10 0.00
Labour:
Beldar Day 0114 152.00 1.60 243.20
Bhisti Day 0101 158.00 1.40 221.20
Sundries (no rates reqd.) Lumpsu 9999 1.00 20.00 20.00
m
484.40 990.00
Add for Water Charges @1% (no rates reqd.) 0.01 4.84 9.90
489.24 999.90
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 73.39 149.99

Cost of 10.00sqm 562.63 1149.89

Cost of 1.00 sqm Sqm 56.26 114.99 171.25
091080 Laying cement concrete 1:2:4 (1cement: 2coarse sand: 4graded
stone aggregate 12.5mm nominal size) of thickness 25 to 40 mm
as under layer of flooring
Analysis for 1 cum
Materials
Cement concrete 1:2:4 (Rate as per ANNEXURE 1( FLOORING cum 2247.31 1.00 2247.31
PAVING AND DADO)
Labour:
Mason (brick layer) 2nd class Day 0124 158.00 0.35 55.30
Beldar Day 0114 152.00 0.02 2.74
Bhisti Day 0101 158.00 0.05 7.90
Sundries (no rates reqd.) Lumpsu 9999 1.00 19.76 19.76
m
85.70
Add for water charges @ 1% on all except A 0.01 0.86
86.55
Add for contractors profit and overhead @15% on all except A 0.15 12.98
Cost of 1.00 cum cum 99.54 2247.31 2346.84
091090 Laying cement concrete 1:2:4 (1cement: 2coarse sand: 4graded
stone aggregate 20mm nominal size) of thickness 40 to 100mm as
under layer of flooring

Page 1168
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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
Analysis for 1 cum
Materials
Cement concrete 1:2:4 (Rate as per ANNEXURE 1( FLOORING cum 2247.31 1.00 2247.31
PAVING AND DADO)
Labour:
Mason (brick layer) 2nd class Day 0124 158.00 0.53 82.95
Beldar Day 0114 152.00 0.03 4.10
Bhisti Day 0101 158.00 0.08 11.85
Sundries (no rates reqd.) Lumpsu 9999 1.00 29.64 29.64
m
128.54
Add for water charges @ 1% on all except A 0.01 1.29
129.83
Add for contractors profit and overhead @15% on all except A 0.15 19.47
Cost of 1.00 cum cum 149.30 2247.31 2396.61
0 CEMENT CONCRETE FLOORING
092010 Cement concrete flooring 1:2:4 (1cement: 2coarse sand: 4graded
stone aggregate) finished with a floating coat of neat cement
including cement slurry, but excluding the cost of nosing of steps
etc. complete
092011 25mm thick with 12.5mm nominal size stone aggregate
Details of cost for 10 sqm.
Materials
Stone Aggregate (Single size) : 12.5 mm nominal size cum 0296 900.00 0.17 149.40
Stone Aggregate (Single size) : 10 mm nominal size cum 0297 900.00 0.06 50.40
Carriage of stone ballast LS 0 0.00 0.00 0.00
Coarse sand (Zone III) cum 0982 850.00 0.11 94.35
0 LS 0 0.00 0.00 0.00
Portland Cement free (rate not required) Tonne 0367 0.00 0.11 0.00
Cement for slurry Tonne 0367 0.00 0.01 0.00
Carriage of cement LS 0 0.00 0.00 0.00
Labour:
Mason (brick layer) 2nd class Day 0124 158.00 0.70 110.60
Beldar Day 0114 152.00 1.13 171.76
Bhisti Day 0101 158.00 1.03 162.74
Driver (for Road Roller, Concrete Mixer, Truck etc.) Day 0127 168.00 0.02 3.36
Hire charges of Concrete Mixer 0.14 cubic metre Day 0002 700.00 0.02 14.00

Page 1169
 Chapter-9 : Flooring Paving And Dado

Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
Sundries (no rates reqd.) Lumpsu 9999 1.00 40.43 40.43
m
502.89 294.15
Add for Water Charges @1% (no rates reqd.) 0.01 5.03 2.94
507.92 297.09
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 76.19 44.56

Cost of 10.00sqm 584.11 341.66

Cost of 1.00 sqm Sqm 58.41 34.17 92.58
092012 40mm thick with 20mm nominal size stone aggregate
Details of cost for 10 sqm.
Materials
Stone Aggregate (Single size) : 20 mm nominal size cum 0295 900.00 0.27 240.30
Stone Aggregate (Single size) : 10 mm nominal size cum 0297 900.00 0.09 80.10
Carriage of stone ballast LS 0 0.00 0.00 0.00
Coarse sand (Zone III) cum 0982 850.00 0.18 151.30
Carriage of coarse sand LS 0 0.00 0.00 0.00
Portland Cement free (rate not required) Tonne 0367 0.00 0.17 0.00
Carriage of cement LS 0 0.00 0.00 0.00
Labour:
Mason (brick layer) 2nd class Day 0124 158.00 0.80 126.40
Beldar Day 0114 152.00 1.40 212.80
Bhisti Day 0101 158.00 1.04 164.32
Driver (for Road Roller, Concrete Mixer, Truck etc.) Day 0127 168.00 0.03 5.04
Hire charges of Concrete Mixer 0.14 cubic metre Day 0002 700.00 0.03 21.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 40.43 40.43
m
569.99 471.70
Add for Water Charges @1% (no rates reqd.) 0.01 5.70 4.72
575.69 476.42
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 86.35 71.46

Cost of 10.00sqm 662.04 547.88

Cost of 1.00 sqm Sqm 66.20 54.79 120.99
092013 50mm thick with 20mm nominal size stone aggregate
Details of cost for 10 sqm.
Materials
Stone Aggregate (Single size) : 20 mm nominal size cum 0295 900.00 0.33 300.60

Page 1170
 Chapter-9 : Flooring Paving And Dado

Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
Stone Aggregate (Single size) : 10 mm nominal size cum 0297 900.00 0.11 99.90
Carriage of stone ballast LS 0 0.00 0.00 0.00
Coarse sand (Zone III) cum 0982 850.00 0.22 188.70
Carriage of coarse sand LS 0 0.00 0.00 0.00
Portland Cement free (rate not required) Tonne 0367 0.00 0.18 0.00
Cement for slurry Tonne 0367 0.00 0.02 0.00
Carriage of cement LS 0 0.00 0.00 0.00
Labour:
Mason (brick layer) 2nd class Day 0124 158.00 0.80 126.40
Beldar Day 0114 152.00 1.69 256.88
Bhisti Day 0101 158.00 1.05 165.90
Driver (for Road Roller, Concrete Mixer, Truck etc.) Day 0127 168.00 0.04 6.72
Hire charges of Concrete Mixer 0.14 cubic metre Day 0002 700.00 0.04 28.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 53.82 53.82
m
637.72 589.20
Add for Water Charges @1% (no rates reqd.) 0.01 6.38 5.89
644.10 595.09
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 96.61 89.26

Cost of 10.00sqm 740.71 684.36

Cost of 1.00 sqm Sqm 74.07 68.44 142.51
092014 75mm thick with 20mm nominal size stone aggregate
Details of cost for 10 sqm.
Materials
Stone Aggregate (Single size) : 20 mm nominal size cum 0295 900.00 0.50 450.90
Stone Aggregate (Single size) : 10 mm nominal size cum 0297 900.00 0.17 150.30
Carriage of stone ballast LS 0 0.00 0.00 0.00
Coarse sand (Zone III) cum 0982 850.00 0.33 283.90
Carriage of coarse sand LS 0 0.00 0.00 0.00
Portland Cement free (rate not required) Tonne 0367 0.00 0.26 0.00
Cement for slurry Tonne 0367 0.00 0.02 0.00
Carriage of cement LS 0 0.00 0.00 0.00
Labour:
Mason (brick layer) 2nd class Day 0124 158.00 0.89 140.62
Beldar Day 0114 152.00 1.96 297.92
Bhisti Day 0101 158.00 1.56 246.48
Driver (for Road Roller, Concrete Mixer, Truck etc.) Day 0127 168.00 0.05 8.40

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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
Hire charges of Concrete Mixer 0.14 cubic metre Day 0002 700.00 0.05 35.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 60.84 60.84
m
789.26 885.10
Add for Water Charges @1% (no rates reqd.) 0.01 7.89 8.85
797.15 893.95
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 119.57 134.09

Cost of 10.00sqm 916.73 1028.04

Cost of 1.00 sqm Sqm 91.67 102.80 194.48
092015 Extra for nosing of steps
Details of cost for 10 sqm.
Labour:
Mason (brick layer) 2nd class Day 0124 158.00 0.30 47.40
Beldar Day 0114 152.00 0.30 45.60
184.67
Add for Water Charges @1% (no rates reqd.) 0.01 1.85
186.52
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 27.98

Cost of 10.00sqm 214.50

Cost of 1.00 sqm Sqm 21.45 0.00 21.45
092020 Cement plaster skirting (upto 30cm height) with cement mortar 1:3
(1cement: 3coarse sand) finished with a floating coat of neat
cement

092021 15mm thick

Details of cost for 10 sqm.
Materials
Cement mortar 1:3 = 0.175 cum+Add for rounding corners = 0.030 cum 1074.99 0.21 220.37
cum= 0.205
Cement mortar 1:3 (1 Cement: 3 Coarse sand) cum (Rate as per
AOR 3 of cement concrete item no.08)
cement Tonne 0367 0.00 0.02 0.00
Carriage of cement LS 0 0.00 0.00 0.00
Labour:
Mason (brick layer) 2nd class Day 0124 158.00 1.88 297.04
Coolie Day 0115 152.00 1.88 285.76

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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
Bhisti Day 0101 158.00 0.54 85.32
Sundries (no rates reqd.) Lumpsu 9999 1.00 19.76 19.76
m
687.88 220.37
Add for Water Charges @1% (no rates reqd.) 0.01 6.88 2.20
694.76 222.58
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 104.21 33.39

Cost of 10.00sqm 798.97 255.96

Cost of 1.00 sqm Sqm 79.90 25.60 105.49
092022 18mm thick
Details of cost for 10 sqm.
Materials
Cement mortar 1:3 = 0.205 cum+Add for rounding corners = 0.030 cum 1074.99 0.24 252.62
cum= 0.235Cement mortar 1:3 (1 Cement: 3 Coarse sand) cum
(Rate as per AOR 3 of cement concrete item no.08)
Portland Cement free (rate not required) Tonne 0367 0.00 0.02 0.00
Carriage of cement LS 0 0.00 0.00 0.00
Labour:
Mason (brick layer) 2nd class Day 0124 158.00 1.88 297.04
Coolie Day 0115 152.00 1.88 285.76
Bhisti Day 0101 158.00 0.54 85.32
Sundries (no rates reqd.) Lumpsu 9999 1.00 19.76 19.76
m
687.88 252.62
Add for Water Charges @1% (no rates reqd.) 0.01 6.88 2.53
694.76 255.15
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 104.21 38.27

Cost of 10.00sqm 798.97 293.42

Cost of 1.00 sqm Sqm 79.90 29.34 109.24
092030 Cement concrete pavement with 1:2:4 (1cement: 2coarse sand:
4graded stone aggregate 20mm nominal size) complete

Details of cost of 1 cum.

Materials

Page 1173
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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
Cement concrete 1:2:4 (Rate as per ANNEXURE 1( FLOORING cum 2247.31 1.00 2247.31
PAVING AND DADO)
Labour:
Mason (brick layer) 2nd class Day 0124 158.00 0.35 55.30
Beldar Day 0114 152.00 0.18 27.36
Bhisti Day 0101 158.00 0.05 7.90
Sundries (no rates reqd.) Lumpsu 9999 1.00 19.76 19.76
m
110.32
Add for water charges @ 1% on all except A 0.01 1.10
111.42
Add for contractors profit and overhead @10% on all except A 0.15 16.71
Cost of of 1 cum cum 128.14 2247.31 2375.44
ANNEXURE 1( FLOORING PAVING AND DADO)
Details of cost for 1cum.
Materials
Stone Aggregate (Single size) : 20 mm nominal size cum 0295 900.00 0.67 603.00
Stone Aggregate (Single size) : 10 mm nominal size cum 0297 900.00 0.22 198.00
0 LS 0 0.00 0.89 0.00
Coarse sand (Zone III) cum 0982 850.00 0.45 378.25
0 LS 0 0.00 0.45 0.00
Portland Cement free (rate not required) Tonne 0367 0.00 0.32 0.00
0 LS 0 0.00 0.32 0.00
Labour:
Beldar Day 0114 152.00 0.90 136.80
Coolie Day 0115 152.00 0.78 118.56
Bhisti Day 0101 158.00 0.70 110.60
Mason (brick layer) 1st class Day 0123 168.00 0.06 10.08
Mason (brick layer) 2nd class Day 0124 158.00 0.06 9.48
Hire charges of Concrete Mixer 0.14 cubic metre Day 0002 700.00 0.07 49.00
Hire charges of Vibrator (Needle type 40mm) Day 0012 300.00 0.07 21.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 114.00 114.00
m
Sundries (no rates reqd.) Lumpsu 9999 1.00 14.30 14.30
m
Coolie Day 0115 152.00 1.13 171.76
755.58 1179.25
Add for Water Charges @1% (no rates reqd.) 0.01 7.56 11.79

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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
763.14 1191.04
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 114.47 178.66

Cost of 1.00 cum cum 877.61 1369.70 2247.31

092040 Extra over for making chequers of approved pattern on cement
concrete floors, steps, landing, pavements etc.
Details of cost for 10 sqm.
Labour:
Mason (brick layer) 2nd class Day 0124 158.00 0.36 56.88
Beldar Day 0114 152.00 0.36 54.72
Sundries (no rates reqd.) Lumpsu 9999 1.00 13.52 13.52
m
125.12
Add for Water Charges @1% (no rates reqd.) 0.01 1.25
126.37
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 18.96

Cost of 10.00sqm 145.33

Cost of 1.00 sqm Sqm 14.53 0.00 14.53
092050 Laying 15 mm thick hardened topping on concrete surface with 1
part metallic floor hardener, 4 parts cement and 9 parts by weight
hard stone chips of size 6 mm mixed and laid as per specifications

Details of cost for 10 sqm.

Materials
Portland Cement free (rate not required) Tonne 0367 0.00 0.08 0.00
Hardening Compound Kg 9530 85.00 27.50 2337.50
Marble chips large size above 4 mm White & black quintal 0788 145.00 0.14 20.30
Labour:
Mason (brick layer) 2nd class Day 0124 158.00 1.00 158.00
Beldar Day 0114 152.00 1.00 152.00
310.00 2357.80
Add for Water Charges @1% (no rates reqd.) 0.01 3.10 23.58
313.10 2381.38
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 46.97 357.21

Cost of 10.00sqm 360.07 2738.58

Cost of 1.00 sqm Sqm 36.01 273.86 309.86

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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
092060 Providing and laying plain cement concrete flooring of specified
thickness with mix design concrete over firm, well prepared and
well compacted bed including provision of designed expansion
joint & finishing manually or mechanical trowel ling & vacuum
dewatering complete. Expansion joint to be paid for separately.

092061 M-20
Details of cost per cum
Materials
Stone Aggregate (Single size) : 40 mm nominal size cum 0293 850.00 0.54 459.00
Stone Aggregate (Single size) : 20 mm nominal size cum 0295 900.00 0.36 324.00
Fine sand (Zone IV) cum 0983 600.00 0.45 270.00
Portland Cement free (rate not required) Tonne 0367 0.00 0.24 0.00
Cost of Admixture Lumpsu 9999 1.00 50.00 50.00
m
Cost of washing,screening sand etc. Lumpsu 9999 1.00 55.00 55.00
m
Labour:
Mason (for plain stone work) 2nd class) Day 0125 158.00 0.66 104.28
Mate Day 0128 158.00 0.16 25.28
Beldar Day 0114 152.00 3.50 532.00
Add for vaccum dewatering and mechanical Trawling Lumpsu 9999 1.00 370.00 370.00
m
Mixture & Vibrator. Lumpsu 9999 1.00 50.00 50.00
m
1081.56 1158.00
Add for Water Charges @1% (no rates reqd.) 0.01 10.82 11.58
1092.38 1169.58
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 163.86 175.44

Cost per cum cum 1256.23 1345.02 2601.25

092062 M-25
Details of cost per cum
Materials
Stone Aggregate (Single size) : 40 mm nominal size cum 0293 850.00 0.54 459.00
Stone Aggregate (Single size) : 20 mm nominal size cum 0295 900.00 0.36 324.00
Fine sand (Zone IV) cum 0983 600.00 0.45 270.00
Portland Cement free (rate not required) Tonne 0367 0.00 0.26 0.00

Page 1176
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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
Cost of Admixture Lumpsu 9999 1.00 50.00 50.00
m
Cost of washing,screening sand etc. Lumpsu 9999 1.00 55.00 55.00
m
Labour:
Mason (for plain stone work) 2nd class) Day 0125 158.00 0.66 104.28
Mate Day 0128 158.00 0.16 25.28
Beldar Day 0114 152.00 3.50 532.00
Add for vaccum dewatering and mechanical Trawling Lumpsu 9999 1.00 370.00 370.00
m
Mixture & Vibrator. Lumpsu 9999 1.00 50.00 50.00
m
1081.56 1158.00
Add for Water Charges @1% (no rates reqd.) 0.01 10.82 11.58
1092.38 1169.58
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 163.86 175.44

Cost per cum cum 1256.23 1345.02 2601.25

092063 M-30
Details of cost per cum
Materials
Stone Aggregate (Single size) : 40 mm nominal size cum 0293 850.00 0.54 459.00
Stone Aggregate (Single size) : 20 mm nominal size cum 0295 900.00 0.36 324.00
Fine sand (Zone IV) cum 0983 600.00 0.45 270.00
Portland Cement free (rate not required) Tonne 0367 0.00 0.29 0.00
Cost of Admixture Lumpsu 9999 1.00 50.00 50.00
m
Cost of washing,screening sand etc. Lumpsu 9999 1.00 55.00 55.00
m
Labour:
Mason (for plain stone work) 2nd class) Day 0125 158.00 0.66 104.28
Mate Day 0128 158.00 0.16 25.28
Beldar Day 0114 152.00 3.50 532.00
Add for vaccum dewatering and mechanical Trawling Lumpsu 9999 1.00 370.00 370.00
m
Mixture & Vibrator. Lumpsu 9999 1.00 50.00 50.00
m
1081.56 1158.00

Page 1177
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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
Add for Water Charges @1% (no rates reqd.) 0.01 10.82 11.58
1092.38 1169.58
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 163.86 175.44

Cost per cum cum 1256.23 1345.02 2601.25

TERRAZZO FLOORING :
093010 Providing top layer of floor, 6mm thick with white, black, chocolate,
grey, yellow or green marble chips of sizes from 1mm to 4mm
nominal size laid in cement marble powder mix 3:1 (3cement:
1marble powder) by weight in proportion of 4:7 (4cement marble
powder mix: 7marble chips) by volume including cement slurry etc.
complete

093011 With ordinary cement without any pigment

Details of cost for 10 sqm.

Materials
Cement for slurry Tonne 0367 0.00 0.02 0.00
Carriage of cement LS 0 0.00 0.00 0.00
Marble chips upto 4mm and downsize White & black quintal 0785 1950.00 0.87 1700.40
Carriage of marble chips LS 0 0.00 0.00 0.00
Portland Cement free (rate not required) Tonne 0367 0.00 0.04 0.00
Carriage of cement LS 0 0.00 0.00 0.00
Marble dust powder cum 0784 1200.00 0.01 8.40
Carriage of marble powder etc. Lumpsu 9999 1.00 0.00 0.00
m
Labour:
Mason (brick layer) 2nd class Day 0124 158.00 1.11 175.38
Beldar Day 0114 152.00 0.80 121.60
Bhisti Day 0101 158.00 0.16 25.28
Skilled Beldar (for floor rubbing etc.) Day 0139 158.00 1.00 158.00
Driver (for Road Roller, Concrete Mixer, Truck etc.) Day 0127 168.00 0.01 1.18
Hire charges of Concrete Mixer 0.14 cubic metre Day 0002 700.00 0.01 4.90
Hire charges of Machine for rubbing of floors Day 0013 550.00 1.60 880.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 127.09 127.09
m
1493.43 1708.80
Add for Water Charges @1% (no rates reqd.) 0.01 14.93 17.09
1508.36 1725.89

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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 226.25 258.88

Cost of 10.00sqm 1734.61 1984.77

Cost of 1.00 sqm Sqm 173.46 198.48 371.94
093012 With ordinary cement with pigment

Details of cost for 10 sqm.

Materials
Cement for slurry Tonne 0367 0.00 0.02 0.00
Carriage of cement LS 0 0.00 0.00 0.00
Marble chips upto 4mm and downsize White & black quintal 0785 1950.00 0.87 1700.40
Carriage of marble chips LS 0 0.00 0.00 0.00
Portland Cement free (rate not required) Tonne 0367 0.00 0.04 0.00
Carriage of cement LS 0 0.00 0.00 0.00
Marble dust powder cum 0784 1200.00 0.01 8.40
Black colour dark shade pigment Kg 0874 55.00 2.84 156.20
Carriage of pigment & marble powder etc. Lumpsu 9999 1.00 0.00 0.00
m
Labour:
Mason (brick layer) 2nd class Day 0124 158.00 1.11 175.38
Beldar Day 0114 152.00 0.80 121.60
Bhisti Day 0101 158.00 0.16 25.28
Skilled Beldar (for floor rubbing etc.) Day 0139 158.00 1.00 158.00
Driver (for Road Roller, Concrete Mixer, Truck etc.) Day 0127 168.00 0.01 1.18
Hire charges of Concrete Mixer 0.14 cubic metre Day 0002 700.00 0.01 4.90
Hire charges of Machine for rubbing of floors Day 0013 550.00 1.60 880.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 127.09 127.09
m

1493.43 1865.00
Add for Water Charges @1% (no rates reqd.) 0.01 14.93 18.65
1508.36 1883.65
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 226.25 282.55

Cost of 10.00sqm 1734.61 2166.20

Cost of 1.00 sqm Sqm 173.46 216.62 390.08
093013 With white cement with pigment

Details of cost for 10 sqm.

Page 1179
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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
Materials
Cement for slurry Tonne 0367 0.00 0.02 0.00
Carriage of cement LS 0 0.00 0.00 0.00
Marble chips upto 4mm and downsize White & black quintal 0785 1950.00 0.87 1700.40
Carriage of marble chips LS 0 0.00 0.00 0.00
White Cement Tonne 0368 17000.00 0.04 688.50
Carriage of cement LS 0 0.00 0.00 0.00
Marble dust powder cum 0784 1200.00 0.01 8.40
Red, chocolate, orange, buff or yellow (red oxide of iron) light Kg 0875 88.00 2.84 249.92
shade pigment
Carriage of pigment & marble powder etc. Lumpsu 9999 1.00 0.00 0.00
m
Labour:
Mason (brick layer) 2nd class Day 0124 158.00 1.11 175.38
Beldar Day 0114 152.00 0.80 121.60
Bhisti Day 0101 158.00 0.16 25.28
Skilled Beldar (for floor rubbing etc.) Day 0139 158.00 1.00 158.00
Driver (for Road Roller, Concrete Mixer, Truck etc.) Day 0127 168.00 0.01 1.18
Hire charges of Concrete Mixer 0.14 cubic metre Day 0002 700.00 0.01 4.90
Hire charges of Machine for rubbing of floors Day 0013 550.00 1.60 880.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 127.09 127.09
m

1493.43 2647.22
Add for Water Charges @1% (no rates reqd.) 0.01 14.93 26.47
1508.36 2673.69
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 226.25 401.05

Cost of 10.00sqm 1734.61 3074.75

Cost of 1.00 sqm Sqm 173.46 307.47 480.94
093020 Providing top layer of floor, 9mm thick with white, black, chocolate,
grey, yellow or green marble chips of sizes - 4mm to 7mm nominal
size laid in cement marble powder mix 3:1 (3 cement : 1marble
powder) by weight in proportion of 4:7 (4 cement marble powder:
7marble chips) by volume including cement slurry etc. complete

093021 With ordinary cement without any pigment

Page 1180
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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
Details of cost for 10 sqm.
Materials
Cement for slurry Tonne 0367 0.00 0.02 0.00
Carriage of cement LS 0 0.00 0.00 0.00
Marble chips large size above 4 mm White & black quintal 0788 145.00 1.40 203.00
Carriage of marble chips LS 0 0.00 0.00 0.00
Portland Cement free (rate not required) Tonne 0367 0.00 0.06 0.00
Carriage of cement LS 0 0.00 0.00 0.00
Marble dust powder cum 0784 1200.00 0.01 14.40
Carriage of marble powder etc. Lumpsu 9999 1.00 0.00 0.00
m
Labour:
Mason (brick layer) 2nd class Day 0124 158.00 1.17 184.86
Beldar Day 0114 152.00 0.91 137.56
Bhisti Day 0101 158.00 0.23 36.97
Skilled Beldar (for floor rubbing etc.) Day 0139 158.00 1.00 158.00
Driver (for Road Roller, Concrete Mixer, Truck etc.) Day 0127 168.00 0.01 1.01
Hire charges of Concrete Mixer 0.14 cubic metre Day 0002 700.00 0.01 4.20
Hire charges of Machine for rubbing of floors Day 0013 550.00 1.60 880.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 134.55 134.55
m

1537.15 217.40
Add for Water Charges @1% (no rates reqd.) 0.01 15.37 2.17
1552.52 219.57
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 232.88 32.94

Cost of 10.00sqm 1785.40 252.51

Cost of 1.00 sqm Sqm 178.54 25.25 203.79
093022 With ordinary cement with pigment
Details of cost for 10 sqm.
Materials
Cement for slurry Tonne 0367 0.00 0.02 0.00
Carriage of cement LS 0 0.00 0.00 0.00
Marble chips large size above 4 mm White & black quintal 0788 145.00 1.40 203.00
Carriage of marble chips LS 0 0.00 0.00 0.00
Portland Cement free (rate not required) Tonne 0367 0.00 0.06 0.00
Carriage of cement LS 0 0.00 0.00 0.00

Page 1181
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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
Marble dust powder cum 0784 1200.00 0.01 14.40
Black colour dark shade pigment Kg 0874 55.00 4.05 222.75
Carriage of pigment & marble powder etc. Lumpsu 9999 1.00 0.00 0.00
m
Labour:
Mason (brick layer) 2nd class Day 0124 158.00 1.17 184.86
Beldar Day 0114 152.00 0.91 137.56
Bhisti Day 0101 158.00 0.23 36.97
Skilled Beldar (for floor rubbing etc.) Day 0139 158.00 1.00 158.00
Driver (for Road Roller, Concrete Mixer, Truck etc.) Day 0127 168.00 0.01 1.01
Hire charges of Concrete Mixer 0.14 cubic metre Day 0002 700.00 0.01 4.20
Hire charges of Machine for rubbing of floors Day 0013 550.00 1.60 880.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 134.55 134.55
m
1537.15 440.15
Add for Water Charges @1% (no rates reqd.) 0.01 15.37 4.40
1552.52 444.55
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 232.88 66.68

Cost of 10.00sqm 1785.40 511.23

Cost of 1.00 sqm Sqm 178.54 51.12 229.66
093023 With white cement with pigment

Details of cost for 10 sqm.

Materials
Cement for slurry Tonne 0367 0.00 0.02 0.00
Carriage of cement LS 0 0.00 0.00 0.00
Marble chips large size above 4 mm White & black quintal 0788 145.00 1.40 203.00
Carriage of marble chips LS 0 0.00 0.00 0.00
White Cement Tonne 0368 17000.00 0.06 982.60
Carriage of cement LS 0 0.00 0.00 0.00
Marble dust powder cum 0784 1200.00 0.01 14.40
Red, chocolate, orange, buff or yellow (red oxide of iron) light Kg 0875 88.00 4.05 356.40
shade pigment
Carriage of pigment & marble powder etc. Lumpsu 9999 1.00 0.00 0.00
m
Labour:
Mason (brick layer) 2nd class Day 0124 158.00 1.17 184.86

Page 1182
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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
Beldar Day 0114 152.00 0.91 137.56
Bhisti Day 0101 158.00 0.23 36.97
Skilled Beldar (for floor rubbing etc.) Day 0139 158.00 1.00 158.00
Driver (for Road Roller, Concrete Mixer, Truck etc.) Day 0127 168.00 0.01 1.01
Hire charges of Concrete Mixer 0.14 cubic metre Day 0002 700.00 0.01 4.20
Hire charges of Machine for rubbing of floors Day 0013 550.00 1.60 880.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 134.55 134.55
m

1537.15 1556.40
Add for Water Charges @1% (no rates reqd.) 0.01 15.37 15.56
1552.52 1571.96
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 232.88 235.79

Cost of 10.00sqm 1785.40 1807.76

Cost of 1.00 sqm Sqm 178.54 180.78 359.32
093030 Marble chips skirting (upto 30cm height) rubbed & polished to
granolithic finish, top layer 6mm thick of marble chips - white /
black / chocolate / grey / yellow/ green of sizes - smallest to 4mm
laid in cement marble powder mix 3:1 (3 cement : 1marble
powder) by weight in ratio of 4:7 (4 cement marble powder mix : 7
marble chips) by volume :

093031 18mm thick with under layer 12mm thick cement plaster 1:3
(1cement: 3coarse sand). with ordinary cement

Details of cost for 10 sqm.

Materials
For under layer of 12mm thick cum 1074.99 0.17 187.05
Cement mortar 1:3 = 0.144"+ Extra for.
rounding = 0.03 =0.174 cum (Rate as per AOR Ch 3 of cement
concrete item no.08)
Top layer 6mm thick
Marble chips upto 4mm and downsize White & black quintal 0785 1950.00 0.87 1700.40
Carriage of marble chips LS 0 0.00 0.00 0.00
Cement Tonne 0367 0.00 0.04 0.00
Carriage of cement LS 0 0.00 0.00 0.00
Marble dust powder cum 0784 1200.00 0.01 8.40

Page 1183
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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
Carriage of marble powder etc. Lumpsu 9999 1.00 0.00 0.00
m
Labour:
Mason (brick layer) 2nd class Day 0124 158.00 3.00 474.00
Beldar Day 0114 152.00 3.00 456.00
Bhisti Day 0101 158.00 1.00 158.00
Skilled Beldar (for floor rubbing etc.) Day 0139 158.00 7.00 1106.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 201.89 201.89
m
2395.89 1895.85
Add for Water Charges @1% (no rates reqd.) 0.01 23.96 18.96
2419.85 1914.81
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 362.98 287.22

Cost of 10.00sqm 2782.83 2202.03

Cost of 1.00 sqm Sqm 278.28 220.20 498.49
093032 18mm thick with under layer 12mm thick cement plaster 1:3
(1cement: 3coarse sand). with ordinary cement and pigment

Details of cost for 10 sqm.

Materials
For under layer of 12mm thick cum 1074.99 0.17 187.05
Cement mortar 1:3 = 0.144"+ Extra for.
rounding = 0.03 =0.174 cum (Rate as per AOR Ch 3 of cement
concrete item no.08)
Top layer 6mm thick
Marble chips upto 4mm and downsize White & black quintal 0785 1950.00 0.87 1700.40
Carriage of marble chips LS 0 0.00 0.00 0.00
Cement Tonne 0367 0.00 0.04 0.00
Carriage of cement LS 0 0.00 0.00 0.00
Marble dust powder cum 0784 1200.00 0.01 8.40
Dark shade pigment @ 3.5kg/50kg of cement Kg 0874 55.00 2.84 156.20
=40.5x3.5/50=2.84kg.
Carriage of pigment & marble powder etc. Lumpsu 9999 1.00 0.00 0.00
m
Labour:
Mason (brick layer) 2nd class Day 0124 158.00 3.00 474.00
Beldar Day 0114 152.00 3.00 456.00

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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
Bhisti Day 0101 158.00 1.00 158.00
Skilled Beldar (for floor rubbing etc.) Day 0139 158.00 7.00 1106.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 201.89 201.89
m
2395.89 2052.05
Add for Water Charges @1% (no rates reqd.) 0.01 23.96 20.52
2419.85 2072.57
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 362.98 310.89

Cost of 10.00sqm 2782.83 2383.45

Cost of 1.00 sqm Sqm 278.28 238.35 516.63
093033 18mm thick with under layer 12mm thick cement plaster 1:3
(1cement: 3coarse sand). with white cement and pigment

Details of cost for 10 sqm.

Materials
For under layer of 12mm thick cum 1074.99 0.17 187.05
Cement mortar 1:3 = 0.144"+ Extra for.
rounding = 0.03 =0.174 cum (Rate as per AOR Ch 3 of cement
concrete item no.08)
Top layer 6mm thick
Marble chips upto 4mm and downsize White & black quintal 0785 1950.00 0.87 1700.40
Carriage of marble chips LS 0 0.00 0.00 0.00
White Cement Tonne 0368 17000.00 0.04 688.50
Carriage of cement LS 0 0.00 0.00 0.00
Marble dust powder cum 0784 1200.00 0.01 8.40
Red, chocolate, orange, buff or yellow (red oxide of iron) light Kg 0875 88.00 2.84 249.92
shade pigment
Carriage of pigment & marble powder etc. Lumpsu 9999 1.00 0.00 0.00
m
Labour:
Mason (brick layer) 2nd class Day 0124 158.00 3.00 474.00
Beldar Day 0114 152.00 3.00 456.00
Bhisti Day 0101 158.00 1.00 158.00
Skilled Beldar (for floor rubbing etc.) Day 0139 158.00 7.00 1106.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 201.89 201.89
m
2395.89 2834.27
Add for Water Charges @1% (no rates reqd.) 0.01 23.96 28.34

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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
2419.85 2862.61
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 362.98 429.39

Cost of 10.00sqm 2782.83 3292.00

Cost of 1.00 sqm Sqm 278.28 329.20 607.48
093034 21mm thick with under layer 12mm thick cement plaster 1:3
(1cement: 3coarse sand). with ordinary cement

Details of cost for 10 sqm.

Materials
For under layer of 12mm thick cum 1074.99 0.17 187.05
Cement mortar 1:3 = 0.144"+ Extra for.
rounding = 0.03 =0.174 cum (Rate as per AOR Ch 3 of cement
concrete item no.08)
Top layer 9 mm thick
Marble chips upto 4mm and downsize White & black quintal 0785 1950.00 1.31 2550.60
Carriage of marble chips LS 0 0.00 0.00 0.00
Portland Cement free (rate not required) Tonne 0367 0.00 0.06 0.00
Carriage of cement LS 0 0.00 0.00 0.00
Marble dust powder cum 0784 1200.00 0.01 12.60
Carriage of pigment & marble powder etc. Lumpsu 9999 1.00 0.00 0.00
m
Labour:
Mason (brick layer) 2nd class Day 0124 158.00 3.00 474.00
Beldar Day 0114 152.00 3.00 456.00
Bhisti Day 0101 158.00 1.00 158.00
Skilled Beldar (for floor rubbing etc.) Day 0139 158.00 7.00 1106.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 201.89 201.89
m
2395.89 2750.25
Add for Water Charges @1% (no rates reqd.) 0.01 23.96 27.50
2419.85 2777.75
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 362.98 416.66

Cost of 10.00sqm 2782.83 3194.41

Cost of 1.00 sqm Sqm 278.28 319.44 597.72

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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
093035 21mm thick with under layer 12mm thick cement plaster 1:3
(1cement: 3coarse sand). with ordinary cement and pigment

Details of cost for 10 sqm.

Materials
For under layer of 12mm thick cum 1074.99 0.17 187.05
Cement mortar 1:3 = 0.144"+ Extra for.
rounding = 0.03 =0.174 cum (Rate as per AOR Ch 3 of cement
concrete item no.08)
Top layer 9 mm thick
Marble chips upto 4mm and downsize White & black quintal 0785 1950.00 1.31 2550.60
Carriage of marble chips LS 0 0.00 0.00 0.00
Portland Cement free (rate not required) Tonne 0367 0.00 0.06 0.00
Carriage of cement LS 0 0.00 0.00 0.00
Marble dust powder cum 0784 1200.00 0.01 12.60
Black colour dark shade pigment Kg 0874 55.00 4.26 234.30
Carriage of pigment & marble powder etc. Lumpsu 9999 1.00 0.00 0.00
m
Labour:
Mason (brick layer) 2nd class Day 0124 158.00 3.00 474.00
Beldar Day 0114 152.00 3.00 456.00
Bhisti Day 0101 158.00 1.00 158.00
Skilled Beldar (for floor rubbing etc.) Day 0139 158.00 7.00 1106.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 201.89 201.89
m
2395.89 2984.55
Add for Water Charges @1% (no rates reqd.) 0.01 23.96 29.85
2419.85 3014.39
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 362.98 452.16

Cost of 10.00sqm 2782.83 3466.55

Cost of 1.00 sqm Sqm 278.28 346.66 624.94
093036 21mm thick with under layer 12mm thick cement plaster 1:3
(1cement: 3coarse sand). with white cement and pigment

Details of cost for 10 sqm.

Materials

Page 1187
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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
For under layer of 12mm thick cum 1074.99 0.17 187.05
Cement mortar 1:3 = 0.144"+ Extra for.
rounding = 0.03 =0.174 cum (Rate as per AOR Ch 3 of cement
concrete item no.08)
Top layer 9 mm thick
Marble chips upto 4mm and downsize White & black quintal 0785 1950.00 1.31 2550.60
Carriage of marble chips LS 0 0.00 0.00 0.00
White Cement Tonne 0368 17000.00 0.06 1032.75
Carriage of cement LS 0 0.00 0.00 0.00
Marble dust powder cum 0784 1200.00 0.01 12.60
Red, chocolate, orange, buff or yellow (red oxide of iron) light Kg 0875 88.00 4.26 374.88
shade pigment
Carriage of pigment & marble powder etc. Lumpsu 9999 1.00 0.00 0.00
m
Labour:
Mason (brick layer) 2nd class Day 0124 158.00 3.00 474.00
Beldar Day 0114 152.00 3.00 456.00
Bhisti Day 0101 158.00 1.00 158.00
Skilled Beldar (for floor rubbing etc.) Day 0139 158.00 7.00 1106.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 201.89 201.89
m
2395.89 4157.88
Add for Water Charges @1% (no rates reqd.) 0.01 23.96 41.58
2419.85 4199.46
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 362.98 629.92

Cost of 10.00sqm 2782.83 4829.38

Cost of 1.00 sqm Sqm 278.28 482.94 761.22
093040 Extra for laying terrazzo in narrow bands not exceeding 7.5cm in
width

Details of cost of 5 cm band 200meter long

Labour:
Mason (brick layer) 2nd class Day 0124 158.00 0.50 79.00
Beldar Day 0114 152.00 0.50 76.00
Coolie Day 0115 152.00 0.25 38.00
193.00
Add for Water Charges @1% (no rates reqd.) 0.01 1.93
194.93

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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 29.24

Cost of 200m 224.17

Cost of 1m metre 1.12 0.00 1.12
093050 Extra for terrazzo flooring laid as floor borders, margins and similar
bands exceeding 7.5cm but not exceeding 30cm in width

Details of cost for 10 sqm.

Labour:
Mason (brick layer) 2nd class Day 0124 158.00 0.20 31.60
Beldar Day 0114 152.00 0.20 30.40
Coolie Day 0115 152.00 0.20 30.40
92.40
Add for Water Charges @1% (no rates reqd.) 0.01 0.92
93.32
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 14.00

Cost of 10.00sqm 107.32

Cost of 1.00 sqm Sqm 10.73 0.00 10.73
093060 Extra for laying terrazzo flooring on staircases treads not
exceeding 30cm in width including cost of forming, nosing etc.

Details of cost for 10 sqm.

Labour:
Mason (brick layer) 2nd class Day 0124 158.00 0.30 47.40
Beldar Day 0114 152.00 0.30 45.60
Coolie Day 0115 152.00 0.30 45.60
138.60
Add for Water Charges @1% (no rates reqd.) 0.01 1.39
139.99
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 21.00

Cost of 10.00sqm 160.98

Cost of 1.00 sqm Sqm 16.10 0.00 16.10
093070 Extra for making moulded nosing in terrazzo including returned
moulded ends and angles to mouldings

Details of cost for 10 m.

Page 1189
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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
Labour:
Mason (brick layer) 1st class Day 0123 168.00 1.00 168.00
Beldar Day 0114 152.00 1.00 152.00
Coolie Day 0115 152.00 0.25 38.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 53.82 53.82
m
411.82
Add for Water Charges @1% (no rates reqd.) 0.01 4.12
415.94
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 62.39

Cost of 10 m 478.33
Cost of 1 m metre 47.83 0.00 47.83
093080 Crazy marble stone flooring including filling the gaps with light
shade pigment with white cement marble powder mixture (3parts
of white cement: 1 part of marble powder) by weight in proportion
of 4:7 (4cement marble powder mix: 7white, black or white and
black marble chips of sizes from 1mm to 4mm nominal size by
volume) including rubbing, polishing and cement slurry etc.
complete - 18mm thick crazy marble stone white, black or as
specified

Details of cost for 10 sqm.

Materials
Cement slurry for subgrade and under large cement Tonne 0367 0.00 0.04 0.00
Carriage of cement LS 0 0.00 0.04 0.00
Top layer with marble pieces and gap filling quintal 2710 280.00 2.40 672.00
with marble powder mixture
Marble pieces for crazy flooring
(Assume 70% of marble stone are and 30% of joint filer/mixture
7sqmx0.02m = 0.14 cum
0.872x0.14/0.051 = 2.40q

White Cement Tonne 0368 17000.00 0.04 688.50

Marble dust powder cum 0784 1200.00 0.01 8.40
Red, chocolate, orange, buff or yellow (red oxide of iron) light Kg 0875 88.00 2.84 249.92
shade pigment
Light shade pigment @ 3.5kg/50kg of cement = quintal 0785 1950.00 0.87 1700.40
40.5x3.5/50=2.84kg
0 LS 0 0.00 0.00 0.00

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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
Carriage of cement LS 0 0.00 0.00 0.00
Carriage of pigment & marble powder Lumpsu 9999 1.00 0.00 0.00
m
Carriage of marble stone pieces LS 0 0.00 0.00 0.00
Labour for finishing, polishing and fixing-
Beldar Labour for applying cement slurry Day 0114 152.00 0.50 76.00
Mason (brick layer) 1st class Day 0123 168.00 1.20 201.60
Beldar Day 0114 152.00 1.00 152.00
Coolie Day 0115 152.00 1.00 152.00
Skilled Beldar (for floor rubbing etc.) Day 0139 158.00 5.00 790.00
Sundries including carborandum etc. Lumpsu 9999 1.00 134.55 134.55
m
Bhisti Day 0101 158.00 0.54 85.32
Hire charges of Machine for rubbing of floors Day 0013 550.00 4.00 2200.00
3791.47 3319.22
Add for Water Charges @1% (no rates reqd.) 0.01 37.91 33.19
3829.38 3352.41
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 574.41 502.86

Cost of 10.00sqm 4403.79 3855.27

Cost of 1.00 sqm Sqm 440.38 385.53 825.91
TERRAZZO TILES
094010 Providing and laying precast factory made terrazzo tiles 22mm
thick with graded marble chips of size upto 12mm laid in floors and
landings, jointed with neat cement slurry mixed with pigment to
match the shade of the tiles including rubbing and polishing
complete with precast tiles on 20mm thick bed of cement mortar
1:4 (1cement: 4coarse sand)

094011 With ordinary cement without any pigment

Details of cost for 10 sqm.

Materials
Precast terrazzo tiles 22 mm thick (dark shade) Sqm 1203 240.00 11.00 2640.00
Carriage of tiles Lumpsu 9999 1.00 40.43 0.00
m
Cement mortar 1:4(1Cement: 4 Coarse sand) cum 1074.99 0.22 240.80
(Rate as per AOR Ch of cement mortar item no.11)

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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
Portland Cement free (rate not required) Tonne 0367 0.00 0.09 0.00
Carriage of cement LS 0 0.00 0.00 0.00
Black colour dark shade pigment Kg 0874 55.00 3.08 169.40
Labour
Mason (brick layer) 2nd class Day 0124 158.00 1.60 252.80
Coolie Day 0115 152.00 2.00 304.00
Skilled Beldar (for floor rubbing etc.) Day 0139 158.00 1.00 158.00
Bhisti Day 0101 158.00 1.00 158.00
Hire charges of Machine for rubbing of floors Day 0013 550.00 1.60 880.00
Sundries including carborandum etc. Lumpsu 9999 1.00 161.98 161.98
m
Less for dark shade pigment [3.08+2.84(for tiles) Kg 0874 55.00 -5.92 -325.60
1589.18 3050.20
Add for Water Charges @1% (no rates reqd.) 0.01 15.89 30.50
1605.07 3080.70
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 240.76 462.10

Cost of 10.00sqm 1845.83 3542.80

Cost of 1.00 sqm Sqm 184.58 354.28 538.86
094012 With ordinary cement with pigment

Details of cost for 10 sqm.

Materials
Precast terrazzo tiles 22 mm thick (dark shade) Sqm 1203 240.00 11.00 2640.00
Carriage of tiles Lumpsu 9999 1.00 0.00 0.00
m
Cement mortar 1:4(1Cement: 4 Coarse sand) cum 1074.99 0.22 240.80
(Rate as per AOR Ch of cement mortar item no.11)
Portland Cement free (rate not required) Tonne 0367 0.00 0.09 0.00
Carriage of cement LS 0 0.00 0.00 0.00
Black colour dark shade pigment Kg 0874 55.00 3.08 169.40
Labour
Mason (brick layer) 2nd class Day 0124 158.00 1.60 252.80
Coolie Day 0115 152.00 2.00 304.00
Skilled Beldar (for floor rubbing etc.) Day 0139 158.00 1.00 158.00
Bhisti Day 0101 158.00 1.00 158.00
Hire charges of Machine for rubbing of floors Day 0013 550.00 1.60 880.00
Sundries including carborandum etc. Lumpsu 9999 1.00 161.98 161.98
m

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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
1914.78 3050.20
Add for Water Charges @1% (no rates reqd.) 0.01 19.15 30.50
1933.93 3080.70
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 290.09 462.10

Cost of 10.00sqm 2224.02 3542.80

Cost of 1.00 sqm Sqm 222.40 354.28 576.68
094013 With white cement with pigment

Details of cost for 10 sqm.

Materials
Precast terrazzo tiles 22 mm thick (light shade) Sqm 1201 198.00 11.00 2178.00
Carriage of tiles Lumpsu 9999 1.00 40.43 0.00
m
Cement mortar 1:4(1Cement: 4 Coarse sand) cum 1074.99 0.22 240.80
(Rate as per AOR Ch of cement mortar item no.11)
Portland Cement free (rate not required) Tonne 0367 0.00 0.04 0.00
White Cement Tonne 0368 17000.00 0.04 748.00
Carriage of cement LS 0 0.00 0.00 0.00
Red, chocolate, orange, buff or yellow (red oxide of iron) light Kg 0875 88.00 3.08 271.04
shade pigment
Labour
Mason (brick layer) 2nd class Day 0124 158.00 1.60 252.80
Coolie Day 0115 152.00 2.00 304.00
Skilled Beldar (for floor rubbing etc.) Day 0139 158.00 1.00 158.00
Bhisti Day 0101 158.00 1.00 158.00
Hire charges of Machine for rubbing of floors Day 0013 550.00 1.60 880.00
Sundries including carborandum etc. Lumpsu 9999 1.00 161.98 161.98
m
1914.78 3437.84
Add for Water Charges @1% (no rates reqd.) 0.01 19.15 34.38
1933.93 3472.22
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 290.09 520.83

Cost of 10.00sqm 2224.02 3993.05

Cost of 1.00 sqm Sqm 222.40 399.30 621.71
094020 Extra if terrazzo tiles are laid in treads of steps not exceeding
30cm in width

Page 1193
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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
Details of cost for 10 sqm.
Labour:
Mason (brick layer) 2nd class Day 0124 158.00 0.22 34.76
Coolie Day 0115 152.00 0.22 33.44
Skilled Beldar (for floor rubbing etc.) Day 0139 158.00 0.65 102.70
170.90
Add for Water Charges @1% (no rates reqd.) 0.01 1.71
172.61
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 25.89

Cost of 10.00sqm 198.50

Cost of 1.00 sqm Sqm 19.85 0.00 19.85
094030 Precast factory made terrazzo tiles 22mm thick with graded marble
chips of size upto 12mm in walls, skirting and risers of steps on
12mm thick cement plaster 1:3 (1cement: 3coarse sand) jointed
with neat cement slurry mixed with pigment to match the shade of
the tiles including cutting/wastage of tiles, rubbing and polishing
complete with tiles made :

094031 With ordinary cement without any pigment

Details of cost for 10 sqm.

Materials
Precast terrazzo tiles 22 mm thick (dark shade) Sqm 1203 240.00 11.00 2640.00
Carriage of tiles Lumpsu 9999 1.00 0.00 0.00
m
Cement mortar 1:3(1Cement: 3 Coarse sand) cum 1074.99 0.14 154.80
(Rate as per AOR Ch 3 of cement concrete item no.08)
Portland Cement free (rate not required) Tonne 0367 0.00 0.07 0.00
Carriage of cement LS 0 0.00 0.00 0.00
Black colour dark shade pigment Kg 0874 55.00 4.62 254.10
Labour
Mason (brick layer) 2nd class Day 0124 158.00 2.00 316.00
Coolie Day 0115 152.00 3.25 494.00
Skilled Beldar (for floor rubbing etc.) Day 0139 158.00 2.00 316.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 161.46 161.46
m
Less for dark shade pigment [3.08+2.84(for tiles) Kg 0874 55.00 -5.92 -325.60

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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
961.86 3048.90
Add for Water Charges @1% (no rates reqd.) 0.01 9.62 30.49
971.48 3079.39
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 145.72 461.91

Cost of 10.00sqm 1117.20 3541.30

Cost of 1.00 sqm Sqm 111.72 354.13 465.85
094032 With ordinary cement with pigment
Details of cost for 10 sqm.
Materials
Precast terrazzo tiles 22 mm thick (dark shade) Sqm 1203 240.00 11.00 2640.00
Carriage of tiles Lumpsu 9999 1.00 0.00 0.00
m
Cement mortar 1:3(1Cement: 3 Coarse sand) cum 1074.99 0.14 154.80
(Rate as per AOR Ch 3 of cement concrete item no.08)
Portland Cement free (rate not required) Tonne 0367 0.00 0.07 0.00
Carriage of cement LS 0 0.00 0.00 0.00
Black colour dark shade pigment Kg 0874 55.00 4.62 254.10
Labour
Mason (brick layer) 2nd class Day 0124 158.00 2.00 316.00
Coolie Day 0115 152.00 3.25 494.00
Skilled Beldar (for floor rubbing etc.) Day 0139 158.00 2.00 316.00
Sundries including carborandum etc. Lumpsu 9999 1.00 161.46 161.46
m
1287.46 3048.90
Add for Water Charges @1% (no rates reqd.) 0.01 12.87 30.49
1300.33 3079.39
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 195.05 461.91

Cost of 10.00sqm 1495.38 3541.30

Cost of 1.00 sqm Sqm 149.54 354.13 503.67
094033 With white cement with pigment
Details of cost for 10 sqm.
Materials
Precast terrazzo tiles 22 mm thick (light shade) Sqm 1201 198.00 11.00 2178.00
Carriage of tiles Lumpsu 9999 1.00 0.00 0.00
m

Page 1195
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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
Cement mortar 1:3(1Cement: 3 Coarse sand) cum 1074.99 0.14 154.80
(Rate as per AOR Ch 3 of cement concrete item no.08)
White Cement Tonne 0368 17000.00 0.07 1122.00
Carriage of cement LS 0 0.00 0.00 0.00
Red, chocolate, orange, buff or yellow (red oxide of iron) light Kg 0875 88.00 4.62 406.56
shade pigment
Labour
Mason (brick layer) 2nd class Day 0124 158.00 2.00 316.00
Coolie Day 0115 152.00 3.25 494.00
Skilled Beldar (for floor rubbing etc.) Day 0139 158.00 2.00 316.00
Sundries including carborandum etc. Lumpsu 9999 1.00 161.46 161.46
m
1287.46 3861.36
Add for Water Charges @1% (no rates reqd.) 0.01 12.87 38.61
1300.33 3899.97
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 195.05 585.00

Cost of 10.00sqm 1495.38 4484.97

Cost of 1.00 sqm Sqm 149.54 448.50 598.04
094040 Precast Chequered factory made terrazzo tiles 22mm thick/ with
graded marble chips size upto 6mm in floors jointed with neat
cement slurry mixed with pigment to match the shade of the tiles
including rubbing of cement slurry complete on 20mm thick bed of
cement mortar 1:4 (1cement : 4Coarse sand)

094041 With ordinary cement without any pigment

Details of cost for 10 sqm.

Materials
Chequered terrazzo tiles 22 mm thick (dark shade) Sqm 1229 240.00 11.00 2640.00
Carriage of tiles Lumpsu 9999 1.00 0.00 0.00
m
Cement mortar 1:4(1Cement: 4 Coarse sand) cum 1074.99 0.22 240.80
(Rate as per AOR Ch of cement mortar item no.11)
Portland Cement free (rate not required) Tonne 0367 0.00 0.09 0.00
Carriage of cement LS 0 0.00 0.00 0.00
Black colour dark shade pigment Kg 0874 55.00 3.08 169.40
Labour

Page 1196
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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
Mason (brick layer) 2nd class Day 0124 158.00 1.60 252.80
Coolie Day 0115 152.00 2.00 304.00
Skilled Beldar (for floor rubbing etc.) Day 0139 158.00 1.00 158.00
Bhisti Day 0101 158.00 1.00 158.00
Hire charges of Machine for rubbing of floors Day 0013 550.00 1.60 880.00
Sundries including carborandum etc. Lumpsu 9999 1.00 162.59 162.59
m
Black colour dark shade pigment Kg 0874 55.00 -5.92 -325.60
1589.79 3050.20
Add for Water Charges @1% (no rates reqd.) 0.01 15.90 30.50
1605.69 3080.70
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 240.85 462.10

Cost of 10.00sqm 1846.54 3542.80

Cost of 1.00 sqm Sqm 184.65 354.28 538.93
094042 With ordinary cement with pigment

Details of cost for 10 sqm.

Materials
Chequered terrazzo tiles 22 mm thick (dark shade) Sqm 1229 240.00 11.00 2640.00
Carriage of tiles Lumpsu 9999 1.00 0.00 0.00
m
Cement mortar 1:4(1Cement: 4 Coarse sand) cum 1074.99 0.22 240.80
(Rate as per AOR Ch of cement mortar item no.11)
Portland Cement free (rate not required) Tonne 0367 0.00 0.09 0.00
Black colour dark shade pigment Kg 0874 55.00 3.08 169.40
Labour
Mason (brick layer) 2nd class Day 0124 158.00 1.60 252.80
Coolie Day 0115 152.00 2.00 304.00
Skilled Beldar (for floor rubbing etc.) Day 0139 158.00 1.00 158.00
Bhisti Day 0101 158.00 1.00 158.00
Hire charges of Machine for rubbing of floors Day 0013 550.00 1.60 880.00
Sundries including carborandum etc. Lumpsu 9999 1.00 162.59 162.59
m
1915.39 3050.20
Add for Water Charges @1% (no rates reqd.) 0.01 19.15 30.50
1934.54 3080.70

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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 290.18 462.10

Cost of 10.00sqm 2224.73 3542.80

Cost of 1.00 sqm Sqm 222.47 354.28 576.75
094043 With white cement with pigment

Details of cost for 10 sqm.

Materials
Chequered terrazzo tiles 22 mm thick (light shade) Sqm 1227 230.00 11.00 2530.00
Carriage of tiles Lumpsu 9999 1.00 0.00 0.00
m
Cement mortar 1:4(1Cement: 4 Coarse sand) cum 1074.99 0.22 240.80
(Rate as per AOR Ch of cement mortar item no.11)
Portland Cement free (rate not required) Tonne 0367 0.00 0.04 0.00
White Cement Tonne 0368 17000.00 0.04 748.00
Carriage of cement LS 0 0.00 0.00 0.00
Red, chocolate, orange, buff or yellow (red oxide of iron) light Kg 0875 88.00 3.08 271.04
shade pigment
Labour
Mason (brick layer) 2nd class Day 0124 158.00 1.60 252.80
Coolie Day 0115 152.00 2.00 304.00
Skilled Beldar (for floor rubbing etc.) Day 0139 158.00 1.00 158.00
Bhisti Day 0101 158.00 1.00 158.00
Hire charges of Machine for rubbing of floors Day 0013 550.00 1.60 880.00
Sundries including carborandum etc. Lumpsu 9999 1.00 161.98 161.98
m
1914.78 3789.84
Add for Water Charges @1% (no rates reqd.) 0.01 19.15 37.90
1933.93 3827.74
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 290.09 574.16

Cost of 10.00sqm 2224.02 4401.90

Cost of 1.00 sqm Sqm 222.40 440.19 662.59

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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
094050 Precast Chequered factory made terrazzo tiles 30mm thick with
graded marble chips of sizes upto 12mm in stairs treads jointed
with neat cement slurry mixed with pigment to match the shade of
the tiles including rubbing and polishing, rounding of nosing etc.
complete on 20mm thick bed of cement mortar 1:4
(1cement:Coarse sand)-

094051 With ordinary cement without any pigment

Details of cost for 10 sqm.

Materials
Chequered terrazo tiles 30 mm thick (medium shade) Sqm 2702 300.00 11.00 3300.00
Carriage of tiles Lumpsu 9999 1.00 0.00 0.00
m
Cement mortar 1:4(1Cement: 4 Coarse sand) cum 1074.99 0.22 240.80
(Rate as per AOR Ch of cement mortar item no.11)
Portland Cement free (rate not required) Tonne 0367 0.00 0.11 0.00
Carriage of cement LS 0 0.00 0.00 0.00
Black colour dark shade pigment Kg 0874 55.00 3.08 169.40
Labour
Mason (brick layer) 2nd class Day 0124 158.00 1.60 252.80
Coolie Day 0115 152.00 2.00 304.00
Skilled Beldar (for floor rubbing etc.) Day 0139 158.00 1.00 158.00
Bhisti Day 0101 158.00 1.00 158.00
Hire charges of Machine for rubbing of floors Day 0013 550.00 1.60 880.00
Sundries including carborandum etc. Lumpsu 9999 1.00 174.98 174.98
m
Black colour dark shade pigment Kg 0874 55.00 -5.92 -325.60
1602.18 3710.20
Add for Water Charges @1% (no rates reqd.) 0.01 16.02 37.10
1618.20 3747.30
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 242.73 562.09

Cost of 10.00sqm 1860.93 4309.39

Cost of 1.00 sqm Sqm 186.09 430.94 617.03
094052 With ordinary cement with pigment

Details of cost for 10 sqm.

Materials

Page 1199
 Chapter-9 : Flooring Paving And Dado

Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
Chequered terrazo tiles 30 mm thick (dark shade) Sqm 2703 320.00 11.00 3520.00
Carriage of tiles Lumpsu 9999 1.00 0.00 0.00
m
Cement mortar 1:4(1Cement: 4 Coarse sand) cum 1074.99 0.22 240.80
(Rate as per AOR Ch of cement mortar item no.11)
Portland Cement free (rate not required) Tonne 0367 0.00 0.11 0.00
Carriage of cement LS 0 0.00 0.00 0.00
Black colour dark shade pigment Kg 0874 55.00 3.08 169.40
Labour
Mason (brick layer) 2nd class Day 0124 158.00 1.60 252.80
Coolie Day 0115 152.00 2.00 304.00
Skilled Beldar (for floor rubbing etc.) Day 0139 158.00 1.00 158.00
Bhisti Day 0101 158.00 1.00 158.00
Hire charges of Machine for rubbing of floors Day 0013 550.00 1.60 880.00
Sundries including carborandum etc. Lumpsu 9999 1.00 174.98 174.98
m
1927.78 3930.20
Add for Water Charges @1% (no rates reqd.) 0.01 19.28 39.30
1947.06 3969.50
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 292.06 595.42

Cost of 10.00sqm 2239.12 4564.92

Cost of 1.00 sqm Sqm 223.91 456.49 680.40
094053 With white cement with pigment

Details of cost for 10 sqm.

Materials
Chequered terrazo tiles 30 mm thick (light shade) Sqm 2701 300.00 11.00 3300.00
Carriage of tiles Lumpsu 9999 1.00 0.00 0.00
m
Cement mortar 1:4(1Cement: 4 Coarse sand) cum 1074.99 0.22 240.80
(Rate as per AOR Ch of cement mortar item no.11)
Portland Cement free (rate not required) Tonne 0367 0.00 0.04 0.00
White Cement Tonne 0368 17000.00 0.07 1122.00
Carriage of cement LS 0 0.00 0.00 0.00
Red, chocolate, orange, buff or yellow (red oxide of iron) light Kg 0875 88.00 3.08 271.04
shade pigment
Labour
Mason (brick layer) 2nd class Day 0124 158.00 1.60 252.80

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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
Coolie Day 0115 152.00 2.00 304.00
Skilled Beldar (for floor rubbing etc.) Day 0139 158.00 1.00 158.00
Bhisti Day 0101 158.00 1.00 158.00
Hire charges of Machine for rubbing of floors Day 0013 550.00 1.60 880.00
Sundries including carborandum etc. Lumpsu 9999 1.00 174.98 174.98
m
1927.78 4933.84
Add for Water Charges @1% (no rates reqd.) 0.01 19.28 49.34
1947.06 4983.18
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 292.06 747.48

Cost of 10.00sqm 2239.12 5730.65

Cost of 1.00 sqm Sqm 223.91 573.07 796.98
094060 Providing & fixing Precast Chequered tiles conforming to
IS:13801:1993, manufactured under mechanical vibration &
hydraulic pressing machine in double layer; top layer of 10 to 12
mm thickness of Dolomite Powder, graded chips, fibre and UV
stabIlised iron oxide Lanexess colour and bottom layer of 1:3 CC
mixed with galvanised steel fibre of approved quality, jointed with
neat cement slurry mixed with pigment to match shade of tiles
094061 including
250mm x rubbing
250mm and cleaning
x 25mm thicketc. complete on 20mm thick bed of
Details of cost for 10 sqm.
Materials
Precast Chequered tiles of size 250x250x25mm thick, conforming sqm 7236 280.00 11.00 3080.00
to IS:13801:1993, manufactured in double layer; top layer of 10-12
mm thickness of Dolomite Powder, graded chips, fibre and UV
stablised iron oxide Lanexess colour and bottom layer of 1:3 CC m

Carriage of tiles Lumpsu 9999 1.00 0.00 0.00

m
Cement mortar 1:4(1Cement: 4 Coarse sand) cum 1074.99 0.22 236.50
(Rate as per AOR Ch of cement mortar item no.11)
Portland Cement free (rate not required) Tonne 0367 0.00 0.09 0.00
Labour
Mason (brick layer) 2nd class Day 0124 158.00 1.60 252.80
Coolie Day 0115 152.00 2.00 304.00
Bhisti Day 0101 158.00 1.00 158.00
714.80 3316.50

Page 1201
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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
Add for Water Charges @1% (no rates reqd.) 0.01 7.15 33.16
721.95 3349.66
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 108.29 502.45

Cost of 10.00sqm 830.24 3852.11

Cost of 1.00 sqm Sqm 83.02 385.21 468.24
094062 300mm x 300mm x 30mm thick
Details of cost for 10 sqm.
Materials
Precast Chequered tiles of size 300x300x30mm thick, conforming Sqm 7237 350.00 11.00 3850.00
to IS:13801:1993, manufactured in double layer; top layer of 10-12
mm thickness of Dolomite Powder, graded chips, fibre and UV
stablised iron oxide Lanexess colour and bottom layer of 1:3 CC m

Carriage of tiles Lumpsu 9999 1.00 0.00 0.00

m
Cement mortar 1:4(1Cement: 4 Coarse sand) cum 1074.99 0.22 236.50
(Rate as per AOR Ch of cement mortar item no.11)
Portland Cement free (rate not required) Tonne 0367 0.00 0.09 0.00
0 LS 0 0.00 0.00 0.00
Labour
Mason (brick layer) 2nd class Day 0124 158.00 1.60 252.80
Coolie Day 0115 152.00 2.00 304.00
Bhisti Day 0101 158.00 1.00 158.00
714.80 4086.50
Add for Water Charges @1% (no rates reqd.) 0.01 7.15 40.86
721.95 4127.36
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 108.29 619.10

Cost of 10.00sqm 830.24 4746.47

Cost of 1.00 sqm Sqm 83.02 474.65 557.67
094063 400mm x 400mm x 35mm thick
Details of cost for 10 sqm.
Materials

Page 1202
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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
Precast Chequered tiles of size 400x400x40mm thick, conforming Sqm 7238 425.00 11.00 4675.00
to IS:13801:1993, manufactured in double layer; top layer of 10-12
mm thickness of Dolomite Powder, graded chips, fibre and UV
stablised iron oxide Lanexess colour and bottom layer of 1:3 CC m

Carriage of tiles Lumpsu 9999 1.00 0.00 0.00

m
Cement mortar 1:4(1Cement: 4 Coarse sand) cum 1074.99 0.22 236.50
(Rate as per AOR Ch of cement mortar item no.11)
Portland Cement free (rate not required) Tonne 0367 0.00 0.04 0.00
0 LS 0 0.00 0.00 0.00
Labour
Mason (brick layer) 2nd class Day 0124 158.00 1.60 252.80
Coolie Day 0115 152.00 2.00 304.00
Bhisti Day 0101 158.00 1.00 158.00
714.80 4911.50
Add for Water Charges @1% (no rates reqd.) 0.01 7.15 49.11
721.95 4960.61
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 108.29 744.09

Cost of 10.00sqm 830.24 5704.70

Cost of 1.00 sqm Sqm 83.02 570.47 653.49
094070 Providing and fixing 10mm thick heavy duty acid and/or alkali
resistant factory made tiles conforming to Group V-RD series of
approved make and colour using acid and/or alkali resisting mortar
bedding and joints filled with acid and/or alkali resisting cement as
per IS: 4457 complete including cost of acid/alkali resistant cement

094071 In flooring on a bed of 10mm thick mortar 1:4 (1 Appropriate

cement : 4 coarse sand)
Details of cost for 1 sqm.
Materials
Acid proof tiles of size 300x300mm, 10mm thick =11.11 nos+
Add wastage and breakage @ 2.5% = 0.28 nos. = 11.39 nos. Say
12 nos.
Acid and alkali resistant tiles 300x300 mm size, 10 mm thick 10 Nos. 7077 686.00 1.20 823.20

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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
Carriage of tiles Lumpsu 9999 1.00 0.00 0.00
m
Cement mortar 1:4(1Cement: 4 Coarse sand) cum 1074.99 0.01 12.90
(Rate as per AOR Ch of cement mortar item no.11)
Mortar for pointing in acid/alkali resistant Lumpsu 9999 1.00 40.43 40.43
m
cement Tonne 0367 0.00 0.00 0.00
Acid Proof cement Tonne 7024 14000.00 0.01 110.60
Portland Cement free (rate not required) Tonne 0367 0.00 -0.01 0.00
Labour
Mason (brick layer) 1st class Day 0123 168.00 0.20 33.60
Coolie Day 0115 152.00 0.20 30.40
Sundries (no rates reqd.) Lumpsu 9999 1.00 26.91 26.91
m
90.91 987.13
Add for Water Charges @1% (no rates reqd.) 0.01 0.91 9.87
91.82 997.00
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 13.77 149.55

Cost of 1 sqm Sqm 105.59 1146.55 1252.14

094072 In dado/skirting on 12mm thick mortar 1:4 (1 Appropriate cement :
4 coarse sand)
Details of cost for 1 sqm.
Materials
Acid proof tiles of size 300x300mm, 10mm thick =11.11 nos+
Add wastage and breakage @ 2.5% = 0.28 nos. = 11.39 nos. Say
12 nos.

Acid and alkali resistant tiles 300x300 mm size, 10 mm thick 10 Nos. 7077 686.00 1.20 823.20
Carriage of tiles Lumpsu 9999 1.00 0.00 0.00
m
Cement mortar 1:4(1Cement: 4 Coarse sand) cum 1074.99 0.01 15.05
(Rate as per AOR Ch of cement mortar item no.11)
Acid Proof cement Tonne 7024 14000.00 0.01 120.40
Less Ordinary Cement Tonne 0367 0.00 -0.01 0.00
Mortar for pointing in acid/alkali resistant Lumpsu 9999 1.00 40.43 40.43
m
Acid Proof cement Tonne 7024 14000.00 0.00 46.20
Labour

Page 1204
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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
Mason (brick layer) 1st class Day 0123 168.00 0.25 42.00
Coolie Day 0115 152.00 0.25 38.00
Sundries including carriage of cement etc. Lumpsu 9999 1.00 26.91 26.91
m
106.91 1045.28
Add for Water Charges @1% (no rates reqd.) 0.01 1.07 10.45
107.98 1055.73
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 16.20 158.36

Cost of 1 sqm Sqm 124.18 1214.09 1338.27

094080 Tile work in skirting, risers of steps and dado (upto 2m height) over
12mm thick bed of cement mortar 1:3 (1cement: 3coarse sand)
and jointed with grey cement slurry @ 3.3kg/ Sqm including
pointing in white cement mixed with pigment of matching shade
complete with - Marble tiles (polished) Raj Nagar 8mm thick

Details of cost for 1 sqm.

Materials
8 mm thick marble tiles (polished) Raj Nagar Sqm 2751 400.00 1.06 424.40
Carriage of tiles Lumpsu 9999 1.00 3.90 3.90
m
Cement mortar 1:4(1Cement: 4 Coarse sand) cum 1074.99 0.01 15.05
(Rate as per AOR Ch of cement mortar item no.11)
Mortar for pointing in white cement Lumpsu 9999 1.00 25.35 25.35
m
Portland Cement free (rate not required) Tonne 0367 0.00 0.00 0.00
Pigment Lumpsu 9999 1.00 2.08 2.08
m
Labour
Mason (brick layer) 1st class Day 0123 168.00 0.25 42.00
Coolie Day 0115 152.00 0.25 38.00
Sundries including carriage of cement etc. Lumpsu 9999 1.00 16.90 16.90
m
96.90 470.78
Add for Water Charges @1% (no rates reqd.) 0.01 0.97 4.71
97.87 475.49
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 14.68 71.32

Page 1205
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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
Cost of 1 sqm Sqm 112.55 546.81 659.36
CERAMIC TILES :
095010 Providing and fixing Ist quality ceramic tiles conforming to Group
B-III (Ceramic Wall Tiles) of IS:15622 of manufacturers approved
by railway in all colours, shades, and design as approved by the
Engineer-in-Charge in skirting, risers of steps and dado over
12mm thick bed of cement mortar 1:3 (1cement: 3coarse sand)
including pointing in white cement mixed with pigment of matching
shade complete

095011 200x200 mm
Details of cost for 1 sqm.
Materials
Glazed Ceramic wall tiles 200x200 mm size =1.00 sqm Add for
wastage & breakage @ 2.5 % = 0.025 sqm = Total 1.025 sqm
Glazed Ceramic wall tiles 200x200 mm size Sqm 9531 260.00 1.03 266.50
Carriage of tiles Lumpsu 9999 1.00 0.00 0.00
m
Cement mortar 1:3(1Cement: 3 Coarse sand) cum 1074.99 0.01 15.05
(Rate as per AOR Ch of cement mortar item no.08)
Mortar for pointing in white cement Lumpsu 9999 1.00 40.43 40.43
m
Cement for slurry over bed @ 3.3 kg per sqm Tonne 0367 0.00 0.00 0.00
Labour:
Mason (brick layer) 1st class Day 0123 168.00 0.25 42.00
Coolie Day 0115 152.00 0.25 38.00
Sundries including carriage of cement etc Lumpsu 9999 1.00 26.91 26.91
m
106.91 321.98
Add for Water Charges @1% (no rates reqd.) 0.01 1.07 3.22
107.98 325.20
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 16.20 48.78

Cost of 1 sqm Sqm 124.18 373.98 498.16

095012 200x300 mm
Details of cost for 1 sqm.
Materials

Page 1206
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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
Glazed Ceramic wall tiles 200x300 mm size =1.00 sqm Add for
wastage & breakage @ 2.5 % = 0.025 sqm = Total 1.025 sqm
Glazed Ceramic wall tiles 200x300 mm size Sqm 9532 260.00 1.03 266.50
Carriage of tiles Lumpsu 9999 1.00 0.00 0.00
m
Cement mortar 1:3(1Cement: 3 Coarse sand) cum 1074.99 0.01 15.05
(Rate as per AOR Ch of cement mortar item no.08)
Mortar for pointing in white cement Lumpsu 9999 1.00 40.40 40.40
m
Cement for slurry over bed @ 3.3 kg per sqm Tonne 0367 0.00 0.00 0.00
Labour:
Mason (brick layer) 1st class Day 0123 168.00 0.25 42.00
Coolie Day 0115 152.00 0.25 38.00
Sundries including carriage of cement etc Lumpsu 9999 1.00 26.91 26.91
m
106.91 321.95
Add for Water Charges @1% (no rates reqd.) 0.01 1.07 3.22
107.98 325.17
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 16.20 48.78

Cost of 1 sqm Sqm 124.18 373.94 498.12

095013 300x450 mm and above
Details of cost for 1 sqm.
Materials
Glazed Ceramic wall tiles 300x450 mm size =1.00 sqm Add for
wastage & breakage @ 2.5 % = 0.025 sqm = Total 1.025 sqm
Glazed Ceramic wall tiles 300x450 mm size Sqm 9533 385.00 1.03 394.62
Carriage of tiles Lumpsu 9999 1.00 0.00 0.00
m
Cement mortar 1:3(1Cement: 3 Coarse sand) cum 1074.99 0.01 15.05
(Rate as per AOR Ch of cement mortar item no.08)
Mortar for pointing in white cement Lumpsu 9999 1.00 40.43 40.43
m
Cement for slurry over bed @ 3.3 kg per sqm Tonne 0367 0.00 0.00 0.00
Labour:
Mason (brick layer) 1st class Day 0123 168.00 0.25 42.00
Coolie Day 0115 152.00 0.25 38.00

Page 1207
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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
Sundries including carriage of cement etc Lumpsu 9999 1.00 26.91 26.91
m
106.91 450.10
Add for Water Charges @1% (no rates reqd.) 0.01 1.07 4.50
107.98 454.61
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 16.20 68.19

Cost of 1 sqm Sqm 124.18 522.80 646.97

095020 Providing and fixing ceramic tiles conforming to IS:15622 of
manufacturers approved by railway in all colours, shades, design
and abrasion resistance class as approved by the Engineer-in-
Charge in floors and landings over 20mm thick bed of cement
mortar 1:4 (1cement: 3coarse sand) including pointing in white
cement mixed with pigment of matching shade complete

095021 Of Group B-II Clause 5.1 (for abrasion resistance) of IS:15622

(Ceramic Floor Tiles) of size 300x300mm
Details of cost for 1 sqm.
Materials
Glazed Ceramic floor tiles 300x300 mm size =1.00 sqm Add for Sqm 7801 255.00 1.03 261.38
wastage & breakage @ 2.5 % = 0.025 sqm = Total 1.025 sqm
Carriage of tiles Lumpsu 9999 1.00 0.00 0.00
m
Cement mortar 1:4(1Cement: 4 Coarse sand) cum 1074.99 0.02 25.80
(Rate as per AOR Ch of cement mortar item no.11)
Mortar for pointing in white cement Lumpsu 9999 1.00 20.20 20.20
m
Cement for slurry over bed @ 3.3 kg per sqm Tonne 0367 0.00 0.00 0.00

Labour:
Mason (brick layer) 1st class Day 0123 168.00 0.20 33.60
Coolie Day 0115 152.00 0.20 30.40
Sundries including carriage of cement etc Lumpsu 9999 1.00 26.91 26.91
m
90.91 307.37
Add for Water Charges @1% (no rates reqd.) 0.01 0.91 3.07
91.82 310.45

Page 1208
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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 13.77 46.57

Cost of 1 sqm Sqm 105.59 357.02 462.61

095022 Of Group B-II Clause 5.1 (for abrasion resistance) of IS:15622
(Ceramic Floor Tiles) of size 400x400mm and above
Details of cost for 1 sqm.
Materials
Glazed Ceramic floor tiles 400x400 mm size =1.00 sqm Add for Sqm 7803 285.00 1.03 292.13
wastage & breakage @ 2.5 % = 0.025 sqm = Total 1.025 sqm
Carriage of tiles Lumpsu 9999 1.00 0.00 0.00
m
Cement mortar 1:4(1Cement: 4 Coarse sand) cum 1074.99 0.02 25.80
(Rate as per AOR Ch of cement mortar item no.11)
Mortar for pointing in white cement Lumpsu 9999 1.00 20.20 20.20
m
Cement for slurry over bed @ 3.3 kg per sqm Tonne 0367 0.00 0.00 0.00
Labour:
Mason (brick layer) 1st class Day 0123 168.00 0.20 33.60
Coolie Day 0115 152.00 0.20 30.40
Sundries including carriage of cement etc Lumpsu 9999 1.00 26.91 26.91
m
90.91 338.12
Add for Water Charges @1% (no rates reqd.) 0.01 0.91 3.38
91.82 341.51
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 13.77 51.23

Cost of 1 sqm Sqm 105.59 392.73 498.32

095023 Of Group B-I-b of IS : 15622 (Ceramic Tiles) of size 200x200mm
to 400x400mm
Details of cost for 1 sqm.
Materials
Of Group B-I-b of IS: 15622 (Ceramic Porcelain Tiles) of size Sqm 9174 426.00 1.03 436.65
300x300mm to 400x400mm
Carriage of tiles Lumpsu 9999 1.00 0.00 0.00
m
Cement mortar 1:4(1Cement: 4 Coarse sand) cum 1074.99 0.02 25.80
(Rate as per AOR Ch of cement mortar item no.11)

Page 1209
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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
Mortar for pointing in white cement Lumpsu 9999 1.00 20.20 20.20
m
Cement for slurry over bed @ 3.3 kg per sqm Tonne 0367 0.00 0.00 0.00
Labour:
Mason (brick layer) 1st class Day 0123 168.00 0.20 33.60
Coolie Day 0115 152.00 0.20 30.40
Sundries including carriage of cement etc Lumpsu 9999 1.00 26.91 26.91
m
90.91 482.65
Add for Water Charges @1% (no rates reqd.) 0.01 0.91 4.83
91.82 487.48
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 13.77 73.12

Cost of 1 sqm Sqm 105.59 560.60 666.19

095024 Of Group B-I-b of IS : 15622 (Ceramic Tiles) of size above
400x400mm
Materials
IS: 15622 (Ceramic Porcelain Tiles) of size above 400x400mm Sqm 9175 500.00 1.03 512.50
upto 600x600 mm =1.00 sqm Add for wastage & breakage @ 2.5
% = 0.025 sqm = Total 1.025 sqm
Carriage of tiles Lumpsu 9999 1.00 0.00 0.00
m
Cement mortar 1:4(1Cement: 4 Coarse sand) cum 1074.99 0.02 25.80
(Rate as per AOR Ch of cement mortar item no.11)
Mortar for pointing in white cement Lumpsu 9999 1.00 20.20 20.20
m
Cement for slurry over bed @ 3.3 kg per sqm Tonne 0367 0.00 0.00 0.00
Labour:
Mason (brick layer) 1st class Day 0123 168.00 0.20 33.60
Coolie Day 0115 152.00 0.20 30.40
Sundries including carriage of cement etc Lumpsu 9999 1.00 26.91 26.91
m
90.91 558.50
Add for Water Charges @1% (no rates reqd.) 0.01 0.91 5.58
91.82 564.08
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 13.77 84.61

Cost of 1 sqm Sqm 105.59 648.70 754.29

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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
095025 Of Group B-I-a of IS : 15622 (Vitrified tiles) of size upto 400x400
mm
(Ceramic vitrified tiles) of size upto 400x400 mm =1.00 sqm Add Sqm 9176 600.00 1.03 615.00
for wastage & breakage @ 2.5 % = 0.025 sqm = Total 1.025 sqm
Carriage of tiles Lumpsu 9999 1.00 0.00 0.00
m
Cement mortar 1:4(1Cement: 4 Coarse sand) cum 1074.99 0.02 25.80
(Rate as per AOR Ch of cement mortar item no.11)
Mortar for pointing in white cement Lumpsu 9999 1.00 20.20 20.20
m
Cement for slurry over bed @ 3.3 kg per sqm Tonne 0367 0.00 0.00 0.00
Labour:
Mason (brick layer) 1st class Day 0123 168.00 0.20 33.60
Coolie Day 0115 152.00 0.20 30.40
Sundries including carriage of cement etc Lumpsu 9999 1.00 26.91 26.91
m
90.91 661.00
Add for Water Charges @1% (no rates reqd.) 0.01 0.91 6.61
91.82 667.61
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 13.77 100.14

Cost of 1 sqm Sqm 105.59 767.75 873.34

095026 Of Group B-I-a of IS : 15622 (Vitrified tiles) of size above
400x400mm upto 600x600 mm
Details of cost for 1 sqm.
Materials
IS: 15622 (Ceramic vitrified tiles) of size above 400x400mm upto Sqm 9177 650.00 1.03 666.25
600x600 mm =1.00 sqm Add for wastage & breakage @ 2.5 % =
0.025 sqm = Total 1.025 sqm
Carriage of tiles Lumpsu 9999 1.00 0.00 0.00
m
Cement mortar 1:4(1Cement: 4 Coarse sand) cum 1074.99 0.02 25.80
(Rate as per AOR Ch of cement mortar item no.11)
Mortar for pointing in white cement Lumpsu 9999 1.00 20.20 20.20
m
Cement for slurry over bed @ 3.3 kg per sqm Tonne 0367 0.00 0.00 0.00
Labour:
Mason (brick layer) 1st class Day 0123 168.00 0.20 33.60

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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
Coolie Day 0115 152.00 0.20 30.40
Sundries including carriage of cement etc Lumpsu 9999 1.00 26.91 26.91
m
90.91 712.25
Add for Water Charges @1% (no rates reqd.) 0.01 0.91 7.12
91.82 719.37
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.10 9.18 71.94

Cost of 1 sqm Sqm 101.00 791.31 892.31

095027 Of Group B-I-a of IS : 15622 (Vitrified tiles) of size 800x800mm
and above
Details of cost for 1 sqm.
Materials
IS: 15622 (Ceramic fully vitrified tiles) of size above 800x800mm Sqm 9819 750.00 1.03 768.75
upto 1000x1000 mm =1.00 sqm Add for wastage & breakage @
2.5 % = 0.025 sqm = Total 1.025 sqm

Carriage of tiles LS 0 0.00 0.00 0.00

Cement mortar 1:4(1Cement: 4 Coarse sand) cum 0.00 0.02 0.00
(Rate as per AOR Ch of cement mortar item no.11)
Mortar for pointing in white cement Lumpsu 9999 1.00 20.20 20.20
m
Cement for slurry over bed @ 3.3 kg per sqm 0.00 0.00 0.00
Labour:
Mason (brick layer) 1st class Day 0123 168.00 0.20 33.60
Coolie Day 0115 152.00 0.20 30.40
Sundries (no rates reqd.) 9999 1.00 26.91 26.91
90.91 788.95
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.91 7.89
m
91.82 796.84
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 13.77 119.53
m
Cost of 1 sqm Sqm 105.59 916.37 1021.96
095030 Extra over items 095025 and 095026, if adhesive (recommended
by manufacturer of tiles) of specified thickness is used instead of
cement mortar
Details of cost for 1 sqm.
Materials

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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
High polymer modified quickset tile adhesive per Kg 8731 15.00 5.00 75.00
Mortar for pointing in white cement Lumpsu 9999 -1.00 40.43 -40.43
m
34.57
Add for Water Charges @1% (no rates reqd.) 0.01 0.35
34.92
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 5.24

Cost of 1 sqm Sqm 0.00 40.15 40.15

095040 Extra over basic items for using rectified tiles when specifically
ordered
Details of cost for 1 sqm.
Materials
Providing rectified tiles of specific quality & size =1.00 sqm Add Sqm 9534 40.00 1.03 41.00
for wastage & breakage @ 2.5 % = 0.025 sqm = Total 1.025 sqm
Carriage of tiles Lumpsu 9999 1.00 0.00 0.00
m
41.00
Add for Water Charges @1% (no rates reqd.) 0.01 0.41
41.41
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 6.21

Cost of 1 sqm Sqm 0.00 47.62 47.62

095050 Providing and fixing in floors 'rounded cove nosing' External &
Interior Media ceramic tile of size 10cm x 30cm having thickness
not less than 8mm of colour and shade, as approved by Engineer-
in-charge over 12mm thick cement mortar 1:3; complete work
including filling of joints with white or pigmented cement
Considering a length of 3 M = 10 pieces
Material
Ceramic 'rounded cove nosing' External & Interior Media tile of Each 8838 163.00 10.00 1630.00
size 10cm x 30cm
Cement & sand mortar 1:3 as per item no 10 of mortar chapter Cum 807.00 0.01 4.04
white cement Lumpsu 9999 1.00 5.00 5.00
m
Labour
Mason (for ornamental stone work) 1st class Day 0126 158.00 0.25 39.50
Beldar Day 0114 152.00 0.50 76.00

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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
115.50 1639.04
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.16 16.39
m
116.66 1655.43
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 17.50 248.31
m
134.15 1903.74
Cost for each Each 13.42 190.37 203.79
MARBLE & KOTA STONE FLOORING
096010 Marble stone flooring with 18mm thick marble stone (sample of
marble shall be approved by the Engineer-in-Charge) over 20mm
(average) thick base of cement mortar 1:4 (1cement: 4coarse
sand) laid and jointed with grey/white cement slurry, including
pigment if required, including rubbing and polishing complete with :

096011 Makrana White quality marble

Details of cost for 10 sqm.
Materials
18mm thick marble slab = 10.00sqm.+
Add for wastage 15% = 1.50sqm.
Total = 11.50sqm.
White marble slab Makrana quality plain veined 18 mm thick Sqm 6001 3000.00 11.50 34500.00
Cement mortar 1:4 (1Cement: 4 Coarse sand) cum 1074.99 0.22 240.80
(Rate as per AOR Ch 3 of cement concrete item no.11)
Portland Cement free (rate not required) Tonne 0367 0.00 0.05 0.00
Carriage of marble slab Lumpsu 9999 1.00 0.00 0.00
m
Labour:
Mason (brick layer) 1st class Day 0123 168.00 1.20 201.60
Beldar Day 0114 152.00 1.00 152.00
Coolie Day 0115 152.00 1.00 152.00
Skilled Beldar (for floor rubbing etc.) Day 0139 158.00 5.00 790.00
Hire charges of Machine for rubbing of floors Day 0013 550.00 4.00 2200.00
Sundries including carriage of cement etc. Lumpsu 9999 1.00 134.55 134.55
m
3630.15 34740.80
Add for Water Charges @1% (no rates reqd.) 0.01 36.30 347.41

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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
3666.45 35088.21
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 549.97 5263.23

Cost of 10 sqm 4216.42 40351.44

Cost of 1 sqm Sqm 421.64 4035.14 4456.79
096012 Rajnagar plain/Black Zebra/Udaipur green marble / Pink plain
marble

Details of cost for 10 sqm.

Materials
18mm thick marble slab = 10.00sqm.+
Add for wastage 15% = 1.50sqm.
Total = 11.50sqm.
White marble Raj Nagar plain 20 mm thick (slab area 0.10 sqm to Sqm 7071 500.00 11.50 5750.00
0.20 swqm)
Cement mortar 1:4(1Cement: 4 Coarse sand) cum 1074.99 0.22 240.80
(Rate as per AOR Ch 3 of cement concrete item no.11)
Portland Cement free (rate not required) Tonne 0367 0.00 0.05 0.00
Carriage of marble slab Lumpsu 9999 1.00 0.00 0.00
m
Labour:
Mason (brick layer) 1st class Day 0123 168.00 1.20 201.60
Beldar Day 0114 152.00 1.00 152.00
Coolie Day 0115 152.00 1.00 152.00
Skilled Beldar (for floor rubbing etc.) Day 0139 158.00 5.00 790.00
Hire charges of Machine for rubbing of floors Day 0013 550.00 4.00 2200.00
Sundries including carriage of cement etc. Lumpsu 9999 1.00 134.55 134.55
m
3630.15 5990.80
Add for Water Charges @1% (no rates reqd.) 0.01 36.30 59.91
3666.45 6050.71
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 549.97 907.61

Cost of 10 sqm 4216.42 6958.31

Cost of 1 sqm Sqm 421.64 695.83 1117.47
096013 Agaria White
Details of cost for 10 sqm.
Materials

Page 1215
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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
18mm thick marble slab = 10.00sqm.+
Add for wastage 15% = 1.50sqm.
Total = 11.50sqm.
Agaria white marble slab plain 18 mm thick Sqm 7850 1000.00 11.50 11500.00
Cement mortar 1:4(1Cement: 4 Coarse sand) cum 1074.99 0.22 240.80
(Rate as per AOR Ch 3 of cement concrete item no.11)
Portland Cement free (rate not required) Tonne 0367 0.00 0.05 0.00
Carriage of marble slab Lumpsu 9999 1.00 0.00 0.00
m
Labour:
Mason (brick layer) 1st class Day 0123 168.00 1.20 201.60
Beldar Day 0114 152.00 1.00 152.00
Coolie Day 0115 152.00 1.00 152.00
Skilled Beldar (for floor rubbing etc.) Day 0139 158.00 5.00 790.00
Hire charges of Machine for rubbing of floors Day 0013 550.00 4.00 2200.00
Sundries including carriage of cement etc. Lumpsu 9999 1.00 134.55 134.55
m
3630.15 11740.80
Add for Water Charges @1% (no rates reqd.) 0.01 36.30 117.41
3666.45 11858.21
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 549.97 1778.73

Cost of 10 sqm 4216.42 13636.94

Cost of 1 sqm Sqm 421.64 1363.69 1785.34
096020 Extra for nosing in marble stone for treads, sills etc.

Details of cost for 10 sqm.

Labour:
Mason (for ornamental stone work) 1st class Day 0126 158.00 2.00 316.00
Beldar Day 0114 152.00 1.50 228.00
Skilled Beldar (for floor rubbing etc.) Day 0139 158.00 2.50 395.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 53.82 53.82
m
992.82
Add for Water Charges @1% (no rates reqd.) 0.01 9.93
1002.75
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 150.41

Cost of 10 sqm 1153.16

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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
Cost of 1 sqm Sqm 115.32 0.00 115.32
096030 Extra for making grooves up to 5 mm deep in marble stone for
tread, sills etc. of width
096031 3mm to below 6 mm
Details of cost for 10 sqm.
Labour:
Mason (for ornamental stone work) 1st class Day 0126 158.00 1.00 158.00
Beldar Day 0114 152.00 0.75 114.00
Skilled Beldar (for floor rubbing etc.) Day 0139 158.00 1.25 197.50
Sundries including hire charges of cutter etc. Lumpsu 9999 1.00 107.00 107.00
m
576.50
Add for Water Charges @1% (no rates reqd.) 0.01 5.77
582.27
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 87.34

Cost of 10 sqm 669.60

Cost of 1 sqm Sqm 66.96 0.00 66.96
096032 6 mm & above
Details of cost for 10 sqm.
Labour:
Mason (for ornamental stone work) 1st class Day 0126 158.00 1.20 189.60
Beldar Day 0114 152.00 1.00 152.00
Skilled Beldar (for floor rubbing etc.) Day 0139 158.00 1.50 237.00
Sundries including hire charges of cutter etc. Lumpsu 9999 1.00 107.00 107.00
m
685.60
Add for Water Charges @1% (no rates reqd.) 0.01 6.86
692.46
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 103.87

Cost of 10 sqm 796.32

Cost of 1 sqm Sqm 79.63 0.00 79.63
096040 Extra for marble stone flooring in treads of steps, not exceeding
30cm in width

Details of cost for 10 sqm.

Labour:
Mason (brick layer) 1st class Day 0123 168.00 1.95 327.60

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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
Beldar Day 0114 152.00 1.40 212.80
Coolie Day 0115 152.00 0.75 114.00
Skilled Beldar (for floor rubbing etc.) Day 0139 158.00 3.18 502.44
Sundries (no rates reqd.) Lumpsu 9999 1.00 26.91 26.91
m
1183.75
Add for Water Charges @1% (no rates reqd.) 0.01 11.84
1195.59
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 179.34

Cost of 10 sqm 1374.93

Cost of 1 sqm Sqm 137.49 0.00 137.49
096050 Rubbing/polishing of old floors, terrazzo or mosaic / Marble /
skirting and dado including treads and risers of steps of terrazzo /
terrazzo tiles plain or chequered, kota stone, marble tiles etc. with
fine grade carborandum stone with machine or manually complete

Details of cost for 10 sqm.

Materials
Carborandum stone and polishing material Lumpsu 9999 1.00 47.00 47.00
m
Labour:
Skilled Beldar (for floor rubbing etc.) Day 0139 158.00 1.50 237.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 13.00 13.00
m
250.00 47.00
Add for Water Charges @1% (no rates reqd.) 0.01 2.50 0.47
252.50 47.47
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 37.88 7.12

Cost of 10 sqm 290.38 54.59

Cost of 1 sqm Sqm 29.04 5.46 34.50
096060 Kota stone slab flooring of size up to 30x30cm over 20mm
(average) thick base of 1:4 cement mortar (1cement: 4coarse
sand) and jointed with grey cement slurry mixed with pigment to
match the shade of the slab including rubbing and polishing
complete

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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
096061 20 mm thick
Details of cost for 10 sqm.
Materials
Kota stone slab upto 20 mm thick Sqm 9820 250.00 11.50 2875.00
0 LS 0 0.00 0.00 0.00
Cement mortar 1:4(1Cement: 4 Coarse sand) cum 1074.99 0.22 240.80
(Rate as per AOR Ch 3 of cement concrete item no.11)
Portland Cement free (rate not required) Tonne 0367 0.00 0.06 0.00
0 LS 0 0.00 0.00 0.00
Black colour dark shade pigment Kg 0874 55.00 4.50 247.50
Labour:
Mason (brick layer) 2nd class Day 0124 158.00 1.20 189.60
Beldar Day 0114 152.00 1.00 152.00
Coolie Day 0115 152.00 1.00 152.00
Skilled Beldar (for floor rubbing etc.) Day 0139 158.00 5.00 790.00
Hire charges of Machine for rubbing of floors Day 0013 550.00 4.00 2200.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 208.13 208.13
m
3691.73 3363.30
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 36.92 33.63
m
3728.65 3396.93
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 559.30 509.54
m
Cost of 10 sqm 4287.94 3906.47
Cost of 1 sqm Sqm 428.79 390.65 819.44
096062 25mm thick
Details of cost for 10 sqm.
Materials
Kota stone slab 20 mm to 25 mm thick (semi-polished) Sqm 1168 250.00 11.50 2875.00
Carriage of slabs LS 0 0.00 0.00 0.00
Cement mortar 1:4(1Cement: 4 Coarse sand) cum 1074.99 0.22 240.80
(Rate as per AOR Ch 3 of cement concrete item no.11)
Portland Cement free (rate not required) Tonne 0367 0.00 0.06 0.00
Carriage of cement LS 0 0.00 0.00 0.00
Black colour dark shade pigment Kg 0874 55.00 4.50 247.50
Labour:
Mason (brick layer) 2nd class Day 0124 158.00 1.20 189.60

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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
Beldar Day 0114 152.00 1.00 152.00
Coolie Day 0115 152.00 1.00 152.00
Skilled Beldar (for floor rubbing etc.) Day 0139 158.00 5.00 790.00
Hire charges of Machine for rubbing of floors Day 0013 550.00 4.00 2200.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 208.13 208.13
m
3691.73 3363.30
Add for Water Charges @1% (no rates reqd.) 0.01 36.92 33.63
3728.65 3396.93
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 559.30 509.54

Cost of 10 sqm 4287.94 3906.47

Cost of 1 sqm Sqm 428.79 390.65 819.44
096063 30mm thick

Details of cost for 10 sqm.

Materials
Kota stone slab 30 mm thickness Sqm 9535 350.00 11.50 4025.00
Carriage of slabs LS 0 0.00 0.00 0.00
Cement mortar 1:4(1Cement: 4 Coarse sand) cum 1074.99 0.22 240.80
(Rate as per AOR Ch 3 of cement concrete item no.11)
Portland Cement free (rate not required) Tonne 0367 0.00 0.07 0.00
0 LS 0 0.00 0.00 0.00
Black colour dark shade pigment Kg 0874 55.00 4.75 261.25
Labour:
Mason (brick layer) 2nd class Day 0124 158.00 1.20 189.60
Beldar Day 0114 152.00 1.00 152.00
Coolie Day 0115 152.00 1.00 152.00
Skilled Beldar (for floor rubbing etc.) Day 0139 158.00 5.00 790.00
Hire charges of Machine for rubbing of floors Day 0013 550.00 4.00 2200.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 208.13 208.13
m
3691.73 4527.05
Add for Water Charges @1% (no rates reqd.) 0.01 36.92 45.27
3728.65 4572.32
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 559.30 685.85

Cost of 10 sqm 4287.94 5258.17

Cost of 1 sqm Sqm 428.79 525.82 954.61

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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
096064 40mm thick

Details of cost for 10 sqm.

Materials
Kota stone slab 40 mm thickness Sqm 9536 650.00 11.50 7475.00
Carriage of slabs LS 0 0.00 0.00 0.00
Cement mortar 1:4(1Cement: 4 Coarse sand) cum 1074.99 0.22 240.80
(Rate as per AOR Ch 3 of cement concrete item no.11)
Portland Cement free (rate not required) Tonne 0367 0.00 0.08 0.00
0 LS 0 0.00 0.00 0.00
Black colour dark shade pigment Kg 0874 55.00 5.30 291.50
Labour:
Mason (brick layer) 2nd class Day 0124 158.00 1.60 252.80
Beldar Day 0114 152.00 1.30 197.60
Coolie Day 0115 152.00 1.30 197.60
Skilled Beldar (for floor rubbing etc.) Day 0139 158.00 6.70 1058.60
Hire charges of Machine for rubbing of floors Day 0013 550.00 5.30 2915.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 277.00 277.00
m
4898.60 8007.30
Add for Water Charges @1% (no rates reqd.) 0.01 48.99 80.07
4947.59 8087.37
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 742.14 1213.11

Cost of 10 sqm 5689.72 9300.48

Cost of 1 sqm Sqm 568.97 930.05 1499.02
096070 Kota stone slab flooring of size up to 60x60cm over 20mm
(average) thick base of 1:4 cement mortar (1cement: 4coarse
sand) and jointed with grey cement slurry mixed with pigment to
match the shade of the slab including rubbing and polishing
complete
096071 20mm thick
Details of cost for 10 sqm.
Materials
Kota stone slab size 60cmx60cm upto 20 mm thickness Sqm 9821 280.00 11.50 3220.00
0 LS 0 0.00 0.00 0.00
Cement mortar 1:4(1Cement: 4 Coarse sand) cum 1074.99 0.22 240.80
(Rate as per AOR Ch 3 of cement concrete item no.11)

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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
Portland Cement free (rate not required) Tonne 0367 0.00 0.06 0.00
0 LS 0 0.00 0.00 0.00
Black colour dark shade pigment Kg 0874 55.00 4.50 247.50
Labour:
Mason (brick layer) 2nd class Day 0124 158.00 1.20 189.60
Beldar Day 0114 152.00 1.00 152.00
Coolie Day 0115 152.00 1.00 152.00
Skilled Beldar (for floor rubbing etc.) Day 0139 158.00 5.00 790.00
Hire charges of Machine for rubbing of floors Day 0013 550.00 4.00 2200.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 208.13 208.13
m
3691.73 3708.30
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 36.92 37.08
m
3728.65 3745.38
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 559.30 561.81
m
Cost of 10 sqm 4287.94 4307.19
Cost of 1 sqm Sqm 428.79 430.72 859.51
096072 25mm thick
Details of cost for 10 sqm.
Materials
Kota stone slab size 60cmx60cm upto 25 mm thickness Sqm 9822 320.00 11.50 3680.00
Carriage of slabs LS 0 0.00 0.00 0.00
Cement mortar 1:4(1Cement: 4 Coarse sand) cum 1074.99 0.22 240.80
(Rate as per AOR Ch 3 of cement concrete item no.11)
Portland Cement free (rate not required) Tonne 0367 0.00 0.06 0.00
0 LS 0 0.00 0.00 0.00
Black colour dark shade pigment Kg 0874 55.00 4.50 247.50
Labour:
Mason (brick layer) 2nd class Day 0124 158.00 1.20 189.60
Beldar Day 0114 152.00 1.00 152.00
Coolie Day 0115 152.00 1.00 152.00
Skilled Beldar (for floor rubbing etc.) Day 0139 158.00 5.00 790.00
Hire charges of Machine for rubbing of floors Day 0013 550.00 4.00 2200.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 208.13 208.13
m
3691.73 4168.30

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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 36.92 41.68
m
3728.65 4209.98
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 559.30 631.50
m
Cost of 10 sqm 4287.94 4841.48
Cost of 1 sqm Sqm 428.79 484.15 912.94
096073 30mm thick
Details of cost for 10 sqm.
Materials
Kota stone slab size 60cmx60cm upto 30 mm thickness Sqm 9823 350.00 11.50 4025.00
Carriage of slabs LS 0 0.00 0.00 0.00
Cement mortar 1:4(1Cement: 4 Coarse sand) cum 1074.99 0.22 240.80
(Rate as per AOR Ch 3 of cement concrete item no.11)
Portland Cement free (rate not required) Tonne 0367 0.00 0.07 0.00
0 LS 0 0.00 0.00 0.00
Black colour dark shade pigment Kg 0874 55.00 4.75 261.25
Labour:
Mason (brick layer) 2nd class Day 0124 158.00 1.20 189.60
Beldar Day 0114 152.00 1.00 152.00
Coolie Day 0115 152.00 1.00 152.00
Skilled Beldar (for floor rubbing etc.) Day 0139 158.00 5.00 790.00
Hire charges of Machine for rubbing of floors Day 0013 550.00 4.00 2200.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 208.13 208.13
m
3691.73 4527.05
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 36.92 45.27
m
3728.65 4572.32
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 559.30 685.85
m
Cost of 10 sqm 4287.94 5258.17
Cost of 1 sqm Sqm 428.79 525.82 954.61
096074 40mm thick
Details of cost for 10 sqm.
Materials
Kota stone slab size 60cmx60cm upto 40 mm thickness Sqm 9824 650.00 11.50 7475.00
Carriage of slabs LS 0 0.00 0.00 0.00

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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
Cement mortar 1:4(1Cement: 4 Coarse sand) cum 1074.99 0.22 240.80
(Rate as per AOR Ch 3 of cement concrete item no.11)
Portland Cement free (rate not required) Tonne 0367 0.00 0.08 0.00
0 LS 0 0.00 0.00 0.00
Black colour dark shade pigment Kg 0874 55.00 5.30 291.50
Labour:
Mason (brick layer) 2nd class Day 0124 158.00 1.60 252.80
Beldar Day 0114 152.00 1.30 197.60
Coolie Day 0115 152.00 1.30 197.60
Skilled Beldar (for floor rubbing etc.) Day 0139 158.00 6.70 1058.60
Hire charges of Machine for rubbing of floors Day 0013 550.00 5.30 2915.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 277.00 277.00
m
4898.60 8007.30
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 48.99 80.07
m
4947.59 8087.37
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 742.14 1213.11
m
Cost of 10 sqm 5689.72 9300.48
Cost of 1 sqm Sqm 568.97 930.05 1499.02
096080 Kota stone slabs 25mm thick in risers of steps, skirting, dado and
pillars laid on 12mm (average) thick cement mortar 1:3 (1cement:
3coarse sand) and jointed with grey cement slurry mixed with
pigment to match the shade of the slab, including rubbing and
polishing complete :

Details of cost for 10 sqm.

Materials
Kota stone slab 20 mm to 25 mm thick (semi-polished) Sqm 1168 250.00 11.50 2875.00
Carriage of slabs LS 0 0.00 0.00 0.00
Cement mortar 1:3(1Cement: 3 Coarse sand) cum 1074.99 0.14 154.80
(Rate as per AOR Ch 3 of cement concrete item no.08)
Portland Cement free (rate not required) Tonne 0367 0.00 0.06 0.00
0 LS 0 0.00 0.00 0.00
Black colour dark shade pigment Kg 0874 55.00 4.50 247.50
Labour:
Mason (brick layer) 2nd class Day 0124 158.00 3.00 474.00
Beldar Day 0114 152.00 3.00 456.00

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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
Coolie Day 0115 152.00 1.00 152.00
Skilled Beldar (for floor rubbing etc.) Day 0139 158.00 7.00 1106.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 174.98 174.98
m
2362.98 3277.30
Add for Water Charges @1% (no rates reqd.) 0.01 23.63 32.77
2386.61 3310.07
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 357.99 496.51

Cost of 10 sqm 2744.60 3806.58

Cost of 1 sqm Sqm 274.46 380.66 655.12
096090 Extra for nosing in steps and treads of kota stone slab.
Details of cost for 10 sqm.
Labour:
Mason (for plain stone work) 2nd class) Day 0125 158.00 2.00 316.00
Beldar Day 0114 152.00 1.50 228.00
Skilled Beldar (for floor rubbing etc.) Day 0139 158.00 2.50 395.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 53.82 53.82
m
992.82
Add for Water Charges @1% (no rates reqd.) 0.01 9.93
1002.75
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 150.41

Cost of 10 sqm 1153.16

Cost of 1 sqm Sqm 115.32 0.00 115.32
096100 Extra for making grooves up to 5 mm deep in Kota stone for tread,
sills etc. of width
096101 3mm to below 6 mm
Details of cost for 10 sqm.
Labour:
Mason (for ornamental stone work) 1st class Day 0126 158.00 1.10 173.80
Beldar Day 0114 152.00 0.75 114.00
Skilled Beldar (for floor rubbing etc.) Day 0139 158.00 1.00 158.00
Sundries including hire charges of cutter etc. Lumpsu 9999 1.00 107.00 107.00
m
552.80
Add for Water Charges @1% (no rates reqd.) 0.01 5.53

Page 1225
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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
558.33
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 83.75

Cost of 10 sqm 642.08

Cost of 1 sqm Sqm 64.21 0.00 64.21
096102 6 mm & above
Details of cost for 10 sqm.
Labour:
Mason (for ornamental stone work) 1st class Day 0126 158.00 1.30 205.40
Beldar Day 0114 152.00 1.00 152.00
Skilled Beldar (for floor rubbing etc.) Day 0139 158.00 1.25 197.50
Sundries including hire charges of cutter etc. Lumpsu 9999 1.00 107.00 107.00
m
661.90
Add for Water Charges @1% (no rates reqd.) 0.01 6.62
668.52
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 100.28

Cost of 10 sqm 768.80

Cost of 1 sqm Sqm 76.88 0.00 76.88
096110 Extra for kota stone flooring in steps and treads not exceeding
30cm in width
Details of cost for 10 sqm.
Labour:
Mason (for plain stone work) 2nd class) Day 0125 158.00 1.95 308.10
Beldar Day 0114 152.00 1.40 212.80
Coolie Day 0115 152.00 0.75 114.00
Skilled Beldar (for floor rubbing etc.) Day 0139 158.00 3.18 502.44
Sundries (no rates reqd.) Lumpsu 9999 1.00 26.91 26.91
m
1164.25
Add for Water Charges @1% (no rates reqd.) 0.01 11.64
1175.89
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 176.38

Cost of 10 sqm 1352.28

Cost of 1 sqm Sqm 135.23 0.00 135.23

Page 1226
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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
096110 Providing flag stone (Neemuch, Shahabad, Kota, etc) flooring
unpolished over 20mm (average) thick 1:4 cement mortar
(1cement:4coarse sand) base laid over and jointed with grey
cement slurry mixed with pigment to match the shade of the slab
complete including cement sand pointing 1:2 with pigment and
cleaning etc complete

096120 25mm thick stones

Details of cost for 10 sqm.

Materials
Flag stone (Neemuch, Shahabad, Kota, etc.) 25 mm thick Sqm 9537 550.00 11.50 6325.00
Carriage of stone LS 0 0.00 0.00 0.00
Cement mortar 1:4(1Cement: 4 Coarse sand) cum 1074.99 0.22 240.80
(Rate as per AOR Ch 3 of cement concrete item no.11)
Portland Cement free (rate not required) Tonne 0367 0.00 0.06 0.00
0 LS 0 0.00 0.00 0.00
mortar for pointing Lumpsu 9999 1.00 50.00 50.00
m
Black colour dark shade pigment Kg 0874 55.00 4.50 247.50
Labour:
Mason (for plain stone work) 2nd class) Day 0125 158.00 1.35 213.30
Beldar Day 0114 152.00 1.40 212.80
Sundries (no rates reqd.) Lumpsu 9999 1.00 38.00 38.00
m
464.10 6863.30
Add for Water Charges @1% (no rates reqd.) 0.01 4.64 68.63
468.74 6931.93
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 70.31 1039.79

Cost of 10 sqm 539.05 7971.72

Cost of 1 sqm Sqm 53.91 797.17 851.08
096122 40mm thick stones

Details of cost for 10 sqm.

Materials
Flag stone (Neemuch, Shahabad, Kota, etc.) 40mm thick Sqm 9538 650.00 11.50 7475.00
Carriage of stone LS 0 0.00 0.00 0.00

Page 1227
 Chapter-9 : Flooring Paving And Dado

Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
Cement mortar 1:4(1Cement: 4 Coarse sand) cum 1074.99 0.22 240.80
(Rate as per AOR Ch 3 of cement concrete item no.11)
Portland Cement free (rate not required) Tonne 0367 0.00 0.08 0.00
Carriage of cement LS 0 0.00 0.00 0.00
mortar for pointing Lumpsu 9999 1.00 50.00 50.00
m
Black colour dark shade pigment Kg 0874 55.00 5.30 291.50
Labour:
Mason (for plain stone work) 2nd class) Day 0125 158.00 1.69 267.02
Beldar Day 0114 152.00 1.75 266.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 47.50 47.50
m
580.52 8057.30
Add for Water Charges @1% (no rates reqd.) 0.01 5.81 80.57
586.33 8137.87
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 87.95 1220.68

Cost of 10 sqm 674.27 9358.55

Cost of 1 sqm Sqm 67.43 935.86 1003.28
0 SAND STONE FLOORING :
097010 40mm thick rough chisel dressed stone flooring over 20mm
(average) thick base of cement mortar 1:4 (1cement: 4coarse
sand) with joints finished flush with 1:2 cement sand mortar

097011 Red sand stone

Details of cost for 10sqm.

Materials
Finished work = 10sqm Add wastage 10% =1.00sqm Red sand Sqm 1164 165.00 11.00 1815.00
stone slab 40 mm thick (un-dressed)
Carriage Lumpsu 9999 1.00 0.00 0.00
m
Cement mortar 1:4(1Cement: 4 Coarse sand) cum 1074.99 0.25 268.75
(Rate as per AOR Ch of cement mortar item no.11)(i) for bedding
= 0224 cum (ii) for joining =0.026 cum. Total=0.250cum.
Labour:
Mason (brick layer) 1st class Day 0123 168.00 1.10 184.80

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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
Bandhani Day 0100 158.00 1.10 173.80
Coolie Day 0115 152.00 0.55 83.60
Bhisti Day 0101 158.00 0.27 42.66
Sundries (no rates reqd.) Lumpsu 9999 1.00 10.79 10.79
m
495.65 2083.75
Add for Water Charges @1% (no rates reqd.) 0.01 4.96 20.84
500.61 2104.58
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 75.09 315.69

Cost of 10 sqm 575.70 2420.27

Cost of 1 sqm Sqm 57.57 242.03 299.60
097012 White sand stone
Details of cost for 10sqm.
Materials
Finished work = 10sqm Add wastage 10% =1.00sqm White sand Sqm 1165 185.00 11.00 2035.00
stone slab 40 mm thick (un-dressed)
Carriage Lumpsu 9999 1.00 0.00 0.00
m
Cement mortar 1:4(1Cement: 4 Coarse sand) cum 1074.99 0.25 268.75
(Rate as per AOR Ch of cement mortar item no.11)(i) for bedding
= 0224 cum (ii) for joining =0.026 cum. Total=0.250cum.
Labour:
Mason (brick layer) 1st class Day 0123 168.00 1.10 184.80
Bandhani Day 0100 158.00 1.10 173.80
Coolie Day 0115 152.00 0.55 83.60
Bhisti Day 0101 158.00 0.27 42.66
Sundries (no rates reqd.) Lumpsu 9999 1.00 10.79 10.79
m
495.65 2303.75
Add for Water Charges @1% (no rates reqd.) 0.01 4.96 23.04
500.61 2326.78
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 75.09 349.02

Cost of 10 sqm 575.70 2675.80

Cost of 1 sqm Sqm 57.57 267.58 325.15

Page 1229
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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
097020 40mm thick fine dressed stone flooring over 20mm (average) thick
base of cement mortar 1:4 (1cement: 4coarse sand)including
pointing with cement mortar 1:2 (1cement: 2stone dust) with an
admixture of pigment to match the shade of stone

097021 Red sand stone

Details of cost for 10sqm.

Materials
Finished work = 10sqm Add wastage 10% =1.00sqm Red sand Sqm 1164 165.00 11.00 1815.00
stone slab 40 mm thick (un-dressed)
Carriage Lumpsu 9999 1.00 0.00 0.00
m
Cement mortar 1:4(1Cement: 4 Coarse sand) cum 1074.99 0.25 268.75
(Rate as per AOR Ch of cement mortar item no.11)(i) for bedding
= 0224 cum (ii) for joining =0.026 cum. Total=0.250cum.
Cement mortar 1:2(1 Cement: 2 stone dust) for pointing (Rate as cum 1115.50 0.02 25.66
per AOR Ch of cement mortar item no.23)
Labour:
Mason (brick layer) 1st class Day 0123 168.00 3.90 655.20
Bandhani Day 0100 158.00 1.10 173.80
Coolie Day 0115 152.00 1.40 212.80
Bhisti Day 0101 158.00 0.55 86.90
Sundries (no rates reqd.) Lumpsu 9999 1.00 26.91 26.91
m
1155.61 2109.40
Add for Water Charges @1% (no rates reqd.) 0.01 11.56 21.09
1167.17 2130.50
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 175.07 319.57

Cost of 10 sqm 1342.24 2450.07

Cost of 1 sqm Sqm 134.22 245.01 379.23
097022 White sand stone

Details of cost for 10sqm.

Materials
Finished work = 10sqm Add wastage 10% =1.00sqm White sand Sqm 1165 185.00 11.00 2035.00
stone slab 40 mm thick (un-dressed)

Page 1230
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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
Carriage Lumpsu 9999 1.00 0.00 0.00
m
Cement mortar 1:4(1Cement: 4 Coarse sand) cum 1074.99 0.25 268.75
(Rate as per AOR Ch of cement mortar item no.11)(i) for bedding
= 0224 cum (ii) for joining =0.026 cum. Total=0.250cum.
Cement mortar 1:2(1 Cement: 2 stone dust) for pointing (Rate as cum 1115.50 0.02 25.66
per AOR Ch of cement mortar item no.23)
Labour:
Mason (brick layer) 1st class Day 0123 168.00 3.90 655.20
Bandhani Day 0100 158.00 1.10 173.80
Coolie Day 0115 152.00 1.40 212.80
Bhisti Day 0101 158.00 0.55 86.90
Sundries (no rates reqd.) Lumpsu 9999 1.00 26.91 26.91
m
1155.61 2329.40
Add for Water Charges @1% (no rates reqd.) 0.01 11.56 23.29
1167.17 2352.70
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 175.07 352.90

Cost of 10 sqm 1342.24 2705.60

Cost of 1 sqm Sqm 134.22 270.56 404.78
097030 40mm thick fine dressed and rubbed stone flooring over 20mm
(average) thick base of cement mortar 1:4 (1cement: 4coarse
sand) with joints 5mm thick, including pointing with cement mortar
1:2 (1cement: 2stone dust) with an admixture of pigment to match
the shade of stone

097031 Red sand stone

Details of cost for 10sqm.

Materials
Finished work = 10sqm Add wastage 10% =1.00sqm Red sand Sqm 1164 165.00 11.00 1815.00
stone slab 40 mm thick (un-dressed)
Carriage Lumpsu 9999 1.00 0.00 0.00
m
Cement mortar 1:4(1Cement: 4 Coarse sand) cum 1074.99 0.27 287.02
(Rate as per AOR Ch of cement mortar item no.11)(i) for bedding
= 0224 cum (ii) for joining =0.026 cum. Total=0.267cum.

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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
Cement mortar 1:2(1 Cement: 2 stone dust) for pointing (Rate as cum 1115.50 0.04 47.97
per AOR Ch of cement mortar item no.23)
Labour:
Mason (brick layer) 1st class Day 0123 168.00 3.90 655.20
Bandhani Day 0100 158.00 1.10 173.80
Coolie Day 0115 152.00 1.40 212.80
Bhisti Day 0101 158.00 0.55 86.90
Sundries (no rates reqd.) Lumpsu 9999 1.00 26.91 26.91
m
Skilled Beldar (for floor rubbing etc.) Day 0139 158.00 0.62 97.64
Hire charges of Machine for rubbing of floors Day 0013 550.00 0.99 543.40
1796.65 2149.99
Add for Water Charges @1% (no rates reqd.) 0.01 17.97 21.50
1814.62 2171.49
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 272.19 325.72

Cost of 10 sqm 2086.81 2497.21

Cost of 1 sqm Sqm 208.68 249.72 458.40
097032 White sand stone

Details of cost for 10sqm.

Materials
Finished work = 10sqm Add wastage 10% =1.00sqm White sand Sqm 1165 185.00 11.00 2035.00
stone slab 40 mm thick (un-dressed)
Carriage Lumpsu 9999 1.00 0.00 0.00
m
Cement mortar 1:4(1Cement: 4 Coarse sand) cum 1074.99 0.27 287.02
(Rate as per AOR Ch of cement mortar item no.11)(i) for bedding
= 0224 cum (ii) for joining =0.043 cum. Total=0..267cum.
Cement mortar 1:2(1 Cement: 2 stone dust) for pointing (Rate as cum 1115.50 0.04 47.97
per AOR Ch of cement mortar item no.23)
Labour:
Mason (brick layer) 1st class Day 0123 168.00 3.90 655.20
Bandhani Day 0100 158.00 1.10 173.80
Coolie Day 0115 152.00 1.40 212.80
Bhisti Day 0101 158.00 0.55 86.90
Sundries (no rates reqd.) Lumpsu 9999 1.00 26.91 26.91
m
Skilled Beldar (for floor rubbing etc.) Day 0139 158.00 0.62 97.64

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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
Hire charges of Machine for rubbing of floors Day 0013 550.00 0.99 543.40
1796.65 2369.99
Add for Water Charges @1% (no rates reqd.) 0.01 17.97 23.70
1814.62 2393.69
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 272.19 359.05

Cost of 10 sqm 2086.81 2752.74

Cost of 1 sqm Sqm 208.68 275.27 483.96
097040 Extra over Items for nosing in steps and treads of sand stone

Details of cost for 10 m.

Labour:
Mason (for ornamental stone work) 1st class Day 0126 158.00 1.50 237.00
237.00
Add for Water Charges @1% (no rates reqd.) 0.01 2.37
239.37
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 35.91

Cost of 10 m 275.28
Cost of 1 m metre 27.53 0.00 27.53
097050 Extra over sandstone flooring in steps and treads not exceeding
30cm in width

Details of cost for 10 sqm.

Labour:
Mason (brick layer) 2nd class Day 0124 158.00 0.15 23.70
Beldar Day 0114 152.00 0.15 22.80
46.50
Add for Water Charges @1% (no rates reqd.) 0.01 0.47
46.97
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 7.04

Cost of 10 sqm 54.01

Cost of 1 sqm Sqm 5.40 0.00 5.40
0 MISCELLANEOUS FLOORING
098010 Providing and laying stone setts flooring with stone(Of igneous
Origin) setts 15 cm thick laid flat over 15 cm thick bed of sand
(Ordinary)

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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
098011 With joints thoroughly filled with ordinary sand

Details of cost for 10 sqm.

Materials
Stone sets 23X15X15cms size 100 nos. 9159 350.00 3.00 1050.00
Coarse sand (Zone III) cum 0982 850.00 1.91 1620.95
Labour:
Mason (brick layer) 1st class Day 0123 168.00 0.50 84.00
Mason (brick layer) 2nd class Day 0124 158.00 0.50 79.00
Beldar Day 0114 152.00 3.00 456.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 8.00 8.00
m
627.00 2670.95
Add for Water Charges @1% (no rates reqd.) 0.01 6.27 26.71
633.27 2697.66
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 94.99 404.65

Cost of 10 sqm 728.26 3102.31

Cost of 1 sqm Sqm 72.83 310.23 383.06
098012 With joints filled thoroughly with 1:6 mix (by weight) of bitumen and
ordinary sand
Details of cost for 10 sqm.
Materials
Stone sets 23X15X15cms size 100 nos. 9159 350.00 3.00 1050.00
Coarse sand (Zone III) cum 0982 850.00 1.87 1585.25
Bitumen hot sealing compound : Grade A Kg 0314 106.00 90.00 9540.00
Sundries such as fuel kerosiene etc. Lumpsu 9999 1.00 120.00 120.00
m
Labour:
Mason (brick layer) 1st class Day 0123 168.00 0.50 84.00
Mason (brick layer) 2nd class Day 0124 158.00 0.50 79.00
Beldar Day 0114 152.00 3.00 456.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 8.00 8.00
m
627.00 12295.25
Add for Water Charges @1% (no rates reqd.) 0.01 6.27 122.95
633.27 12418.20

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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 94.99 1862.73

Cost of 10 sqm 728.26 14280.93

Cost of 1 sqm Sqm 72.83 1428.09 1500.92
098020 Supplying and laying interlocking pre-cast CC block pavers of
approved design factory manufactured of specified grade cement
concrete on passenger platform, foot paths, circulating area, etc,
including setting in position over 25mm thick bedding layer of fine
sand, filling the joints with fine sand, leveling including compaction
as per IS 15658

098021 60 mm thick blocks of M30 grade for light traffic

Details of cost for 10 sqm.
Materials
Interlocking C.C. paver block 60 mm thick (M-30) Sqm 8689 360.00 10.00 3600.00
Fine sand (Zone IV) cum 0983 600.00 0.25 150.00
Carriage of sand LS 0 0.00 0.00 0.00
Labour:
Mason (brick layer) 1st class Day 0123 168.00 0.50 84.00
Mason (brick layer) 2nd class Day 0124 158.00 0.50 79.00
Beldar Day 0114 152.00 1.00 152.00
Coolie Day 0115 152.00 0.50 76.00
391.00 3750.00
Add for Water Charges @1% (no rates reqd.) 0.01 3.91 37.50
394.91 3787.50
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 59.24 568.13

Cost of 10 sqm 454.15 4355.63

Cost of 1 sqm Sqm 45.41 435.56 480.98
098022 80mm thick blocks of M35 grade for medium traffic
Details of cost for 10 sqm.
Materials
Interlocking pre- cast CC block pavers 80mmthick M-35 grade Sqm 9540 460.00 10.00 4600.00

Fine sand (Zone IV) cum 0983 600.00 0.25 150.00

Carriage of sand LS 0 0.00 0.00 0.00
Labour:
Mason (brick layer) 1st class Day 0123 168.00 0.60 100.80

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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
Mason (brick layer) 2nd class Day 0124 158.00 0.60 94.80
Beldar Day 0114 152.00 1.20 182.40
Coolie Day 0115 152.00 0.60 91.20
469.20 4750.00
Add for Water Charges @1% (no rates reqd.) 0.01 4.69 47.50
473.89 4797.50
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 71.08 719.63

Cost of 10 sqm 544.98 5517.13

Cost of 1 sqm Sqm 54.50 551.71 606.21
098023 120mm thick blocks of M40 grade for heavy traffic
Details of cost for 10 sqm.
Materials
Interlocking pre- cast CC block pavers 120mmthick M-40 grade Sqm 9539 760.00 10.00 7600.00
Fine sand (Zone IV) cum 0983 600.00 0.25 150.00
Carriage of sand LS 0 0.00 0.00 0.00
Labour:
Mason (brick layer) 1st class Day 0123 168.00 0.75 126.00
Mason (brick layer) 2nd class Day 0124 158.00 0.75 118.50
Beldar Day 0114 152.00 1.50 228.00
Coolie Day 0115 152.00 0.75 114.00
586.50 7750.00
Add for Water Charges @1% (no rates reqd.) 0.01 5.87 77.50
592.37 7827.50
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 88.85 1174.13

Cost of 10 sqm 681.22 9001.63

Cost of 1 sqm Sqm 68.12 900.16 968.28
098024 High quality blocks for pedestrian pathways 35mm thick of M40
grade
Details of cost for 10 sqm.
Materials
High quality blocks for pedestrian pathways 35mm thick of M40 Sqm 9541 325.00 10.00 3250.00
grade
Fine sand (Zone IV) cum 0983 600.00 0.25 150.00
Carriage of sand LS 0 0.00 0.00 0.00
Labour:
Mason (brick layer) 1st class Day 0123 168.00 0.75 126.00

Page 1236
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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
Mason (brick layer) 2nd class Day 0124 158.00 0.75 118.50
Beldar Day 0114 152.00 1.50 228.00
Coolie Day 0115 152.00 0.75 114.00
586.50 3400.00
Add for Water Charges @1% (no rates reqd.) 0.01 5.87 34.00
592.37 3434.00
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 88.85 515.10

Cost of 10 sqm 681.22 3949.10

Cost of 1 sqm Sqm 68.12 394.91 463.03
098030 Extra over items for using plastic moulds if specifically ordered
Details of cost for 10 sqm.
Materials
Plastic moulds Sqm 9542 14.00 10.00 140.00
Labour:
Mason (brick layer) 1st class Day 0123 168.00 0.50 84.00
Beldar Day 0114 152.00 1.00 152.00
236.00 140.00
Add for Water Charges @1% (no rates reqd.) 0.01 2.36 1.40
238.36 141.40
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 35.75 21.21

Cost of 10 sqm 274.11 162.61

Cost of 1 sqm Sqm 27.41 16.26 43.67
098040 Extra over items for lacquer finish
Details of cost for 10 sqm.
Materials
Lacquer finish Sqm 9543 35.00 10.00 350.00
Labour:
Mason (brick layer) 1st class Day 0123 168.00 0.50 84.00
Beldar Day 0114 152.00 1.00 152.00
236.00 350.00
Add for Water Charges @1% (no rates reqd.) 0.01 2.36 3.50
238.36 353.50
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 35.75 53.03

Cost of 10 sqm 274.11 406.53

Cost of 1 sqm Sqm 27.41 40.65 68.06

Page 1237
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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
098050 Extra over Item 098010 for addition of pigment in concrete of
paver blocks
Details of cost for 10 sqm.
Materials
Green or blue medium shade pigment Kg 0876 55.00 3.08 169.40
Carriage of pigment Lumpsu 9999 1.00 0.00 0.00
m
Labour:
Mason (brick layer) 2nd class Day 0124 158.00 0.10 15.80
Beldar Day 0114 152.00 0.20 30.40
46.20 169.40
Add for Water Charges @1% (no rates reqd.) 0.01 0.46 1.69
46.66 171.09
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 7.00 25.66

Cost of 10 sqm 53.66 196.76

Cost of 1 sqm Sqm 5.37 19.68 25.04
098060 Providing and fixing homogeneous polyvinyl chloride sheet/ tile in
flooring and skirting in approved pattern on a smooth and damp
proof base using rubber based adhesives of approved quality and
manufacturer like Dunlop S- 758, Fevicol SR 998 or equivalent
including rolling with light wooden roller weighing about 5kg. all
complete as directed by the Engineer-in-Charge, in approved
colour and shade

098061 1.5mm thick. Sheet

Details of cost for 10sqm.

Materials
Poly vinyal chloride sheet 1.5mm thick Sqm 9544 106.00 10.50 1113.00
Carriage Lumpsu 9999 1.00 6.24 0.00
m
Adhesive (rubber base) Kg 2723 160.00 2.00 320.00
Labour:
Mason (average) Day 0155 158.00 0.50 79.00
Beldar Day 0114 152.00 0.50 76.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 89.70 89.70
m
244.70 1433.00

Page 1238
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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
Add for Water Charges @1% (no rates reqd.) 0.01 2.45 14.33
247.15 1447.33
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 37.07 217.10

Cost of 10 sqm 284.22 1664.43

Cost of 1 sqm Sqm 28.42 166.44 194.86
098062 1.5mm thick. Tile

Details of cost for 10sqm.

Materials
Polyvinyl chloride tiles 1.5 mm thick Sqm 2717 106.00 10.50 1113.00
Carriage Lumpsu 9999 1.00 6.24 0.00
m
Adhesive (rubber base) Kg 2723 160.00 3.00 480.00
Labour:
Mason (average) Day 0155 158.00 1.50 237.00
Beldar Day 0114 152.00 1.50 228.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 89.70 89.70
m
554.70 1593.00
Add for Water Charges @1% (no rates reqd.) 0.01 5.55 15.93
560.25 1608.93
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 84.04 241.34

Cost of 10 sqm 644.28 1850.27

Cost of 1 sqm Sqm 64.43 185.03 249.46
098063 2.0mm thick sheet

Details of cost for 10sqm.

Materials
Poly vinyal chloride sheet 2 mm thick Sqm 9545 124.00 10.50 1302.00
Carriage Lumpsu 9999 1.00 6.24 0.00
m
Adhesive (rubber base) Kg 2723 160.00 2.00 320.00
Labour:
Mason (average) Day 0155 158.00 0.50 79.00
Beldar Day 0114 152.00 0.50 76.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 89.70 89.70
m

Page 1239
 Chapter-9 : Flooring Paving And Dado

Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
244.70 1622.00
Add for Water Charges @1% (no rates reqd.) 0.01 2.45 16.22
247.15 1638.22
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 37.07 245.73

Cost of 10 sqm 284.22 1883.95

Cost of 1 sqm Sqm 28.42 188.40 216.82
098064 2.0mm thick tile

Details of cost for 10sqm.

Materials
Polyvinyl chloride tiles 2.0 mm thick Sqm 2718 124.00 10.50 1302.00
Carriage Lumpsu 9999 1.00 6.24 0.00
m
Adhesive (rubber base) Kg 2723 160.00 3.00 480.00
Labour:
Mason (average) Day 0155 158.00 1.50 237.00
Beldar Day 0114 152.00 1.50 228.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 89.70 89.70
m
554.70 1782.00
Add for Water Charges @1% (no rates reqd.) 0.01 5.55 17.82
560.25 1799.82
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 84.04 269.97

Cost of 10 sqm 644.28 2069.79

Cost of 1 sqm Sqm 64.43 206.98 271.41
098070 Providing and fixing rubber floor tiles with approved rubber
adhesive as per manufacturers specification on the existing floor
complete in all respect in all colour and shades :

098071 Plain rubber tiles conforming to IS: 809 1.5mm thick

Details of cost for 10sqm.

Materials
Rubber tiles plain conforming to IS 809 1.5 mm thick Sqm 2736 870.00 10.50 9135.00
Carriage Lumpsu 9999 1.00 6.24 0.00
m
Adhesive (rubber base) Kg 2723 160.00 2.00 0.00

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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
Labour:
Mason (average) Day 0155 158.00 1.50 237.00
Beldar Day 0114 152.00 1.50 228.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 89.70 89.70
m
554.70 9135.00
Add for Water Charges @1% (no rates reqd.) 0.01 5.55 91.35
560.25 9226.35
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 84.04 1383.95

Cost of 10 sqm 644.28 10610.30

Cost of 1 sqm Sqm 64.43 1061.03 1125.46
098072 Plain rubber tiles conforming to IS: 809 2.0mm thick

Details of cost for 10sqm.

Materials
Rubber tiles plain conforming to IS 809, 2.0 mm thick Sqm 2737 1150.00 10.50 12075.00
Carriage Lumpsu 9999 1.00 0.00 0.00
m
Adhesive (rubber base) Kg 2723 160.00 3.00 480.00
Labour:
Mason (average) Day 0155 158.00 1.50 237.00
Beldar Day 0114 152.00 1.50 228.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 89.70 89.70
m
554.70 12555.00
Add for Water Charges @1% (no rates reqd.) 0.01 5.55 125.55
560.25 12680.55
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 84.04 1902.08

Cost of 10 sqm 644.28 14582.63

Cost of 1 sqm Sqm 64.43 1458.26 1522.69
098073 LP stud range conforming to IS: 809 size 610x610mm, 2.0mm
thick
Details of cost for 10sqm.
Materials
Rubber tiles LP stud conforming to IS 809 2.0 mm thick Sqm 2738 890.00 10.50 9345.00

Page 1241
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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
Carriage Lumpsu 9999 1.00 0.00 0.00
m
Adhesive (rubber base) Kg 2723 160.00 3.00 480.00
Labour:
Mason (average) Day 0155 158.00 1.50 237.00
Beldar Day 0114 152.00 1.50 228.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 89.70 89.70
m
554.70 9825.00
Add for Water Charges @1% (no rates reqd.) 0.01 5.55 98.25
560.25 9923.25
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 84.04 1488.49

Cost of 10 sqm 644.28 11411.74

Cost of 1 sqm Sqm 64.43 1141.17 1205.60
098074 LP stud range conforming to IS: 809 size 610x610mm, 3.0mm
thick
Details of cost for 10sqm.
Materials
Rubber tiles LP stud conforming to IS 809 3.0 mm thick Sqm 2739 1260.00 10.50 13230.00
Carriage Lumpsu 9999 1.00 6.24 0.00
m
Adhesive (rubber base) Kg 2723 160.00 3.00 480.00
Labour:
Mason (average) Day 0155 158.00 1.50 237.00
Beldar Day 0114 152.00 1.50 228.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 89.70 89.70
m
554.70 13710.00
Add for Water Charges @1% (no rates reqd.) 0.01 5.55 137.10
560.25 13847.10
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 84.04 2077.07

Cost of 10 sqm 644.28 15924.17

Cost of 1 sqm Sqm 64.43 1592.42 1656.84
098075 LP stud range conforming to IS: 809 size 610x610mm, 4.0mm
thick

Page 1242
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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
Details of cost for 10sqm.
Materials
Rubber tiles LP stud conforming to IS 809 4.0 mm thick Sqm 2740 1655.00 10.50 17377.50
Carriage Lumpsu 9999 1.00 6.24 0.00
m
Adhesive (rubber base) Kg 2723 160.00 3.00 480.00
Labour:
Mason (average) Day 0155 158.00 1.50 237.00
Beldar Day 0114 152.00 1.50 228.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 89.70 89.70
m
554.70 17857.50
Add for Water Charges @1% (no rates reqd.) 0.01 5.55 178.58
560.25 18036.08
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 84.04 2705.41

Cost of 10 sqm 644.28 20741.49

Cost of 1 sqm Sqm 64.43 2074.15 2138.58
098076 Anti-static rubber tiles plain / stud (conforming to BS: 2050 size
610x610mm, 2.0mm thick (Black only)

Details of cost for 10sqm.

Materials
Anti-skid rubber tiles plain/LP stud conforming to BS : 2050 of size Sqm 2741 1470.00 10.50 15435.00
2.0 mm thick
Carriage Lumpsu 9999 1.00 6.24 0.00
m
Adhesive (rubber base) Kg 2723 160.00 3.00 480.00
Labour:
Mason (average) Day 0155 158.00 1.50 237.00
Beldar Day 0114 152.00 1.50 228.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 89.70 89.70
m
554.70 15915.00
Add for Water Charges @1% (no rates reqd.) 0.01 5.55 159.15
560.25 16074.15
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 84.04 2411.12

Cost of 10 sqm 644.28 18485.27

Page 1243
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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
Cost of 1 sqm Sqm 64.43 1848.53 1912.96
098080 Providing and laying vitrified ceramic paver tiles conforming to
Group B-II, Clause 5.1 (for abrasion resistance) of IS : 15622 of
manufacturers approved by railway in all colours, shades and
design as approved by the Engineer-in-Charge in floors and
landings over 20mm thick bed of cement mortar 1:4 (1cement : 4
coarse sand) including pointing with polymer based grout of
matching shade complete of size :

098081 100x100x15mm
Details of cost for 1sqm.
Materials
Vitrified Ceramic paver tile of size 100mmx100mmx15mm Sqm 9546 990.00 1.03 1014.75
conforming to Group B-II, Clause 5.1 of IS:15622
Carriage Lumpsu 9999 1.00 0.00 0.00
m
Cement mortar 1:4 (1 Cement:4 Coarse sand) (Rate as per item cum 0 1074.99 0.02 25.80
No.11) (i) for bedding = 0224 cum (ii) for joining =0.043 cum.
Total=0..267cum.
Mortar for pointing in polymer based grout Lumpsu 9999 1.00 20.20 20.20
m
Cement for slurry over bed @ 3.3 kg per sqm Tonne 0367 0.00 0.00 0.00
Labour:
Mason (brick layer) 1st class Day 0123 168.00 0.20 33.60
Coolie Day 0115 152.00 0.20 30.40
Sundries including carriage of cement etc Lumpsu 9999 1.00 26.91 26.91
m
90.91 1060.75
Add for Water Charges @1% (no rates reqd.) 0.01 0.91 10.61
91.82 1071.36
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 13.77 160.70

Cost of 1 sqm 105.59 1232.06

Cost of per sqm Sqm 105.59 1232.06 1337.65
098082 200x200x15mm
Details of cost for 1sqm.
Materials

Page 1244
 Chapter-9 : Flooring Paving And Dado

Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
Vitrified Ceramic paver tile of size 200mmx200mmx15mm Sqm 8886 925.00 1.03 948.12
conforming to Group B-II, Clause 5.1 of IS:15622
Cement mortar 1:4 (1 Cement:4 Coarse sand) (Rate as per item cum 0 1074.99 0.02 25.80
No.11) (i) for bedding = 0224 cum (ii) for joining =0.043 cum.
Total=0..267cum.
Mortar for pointing in polymer based grout LS 9999 1.00 20.20 20.20
Labour:
Mason (brick layer) 1st class Day 0123 168.00 0.20 33.60
Coolie Day 0115 152.00 0.20 30.40
Sundries (no rates reqd.) Lumpsu 9999 1.00 26.91 26.91
m
90.91 994.12
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.91 9.94
m
91.82 1004.07
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 13.77 150.61
m
Cost of 1 sqm Sqm 105.59 1154.68 1260.27
098083 300x300x15mm
Details of cost for 1sqm.
Materials
Vitrified Ceramic paver tile of size 300mmx300mmx15mm Sqm 8887 1090.00 1.03 1117.25
conforming to Group B-II, Clause 5.1 of IS:15622
Cement mortar 1:4 (1 Cement:4 Coarse sand) (Rate as per item cum 0 1074.99 0.02 25.80
No.11) (i) for bedding = 0224 cum (ii) for joining =0.043 cum.
Total=0..267cum.
Mortar for pointing in polymer based grout LS 9999 1.00 20.20 20.20
Labour:
Mason (brick layer) 1st class Day 0123 168.00 0.20 33.60
Coolie Day 0115 152.00 0.20 30.40
Sundries (no rates reqd.) Lumpsu 9999 1.00 26.91 26.91
m
90.91 1163.25
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.91 11.63
m
91.82 1174.88
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 13.77 176.23
m

Page 1245
 Chapter-9 : Flooring Paving And Dado

Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
Cost of 1 sqm Sqm 105.59 1351.11 1456.71
098084 Deduct for using 12mm thick tile instead of 15mm thick
Details of cost for 1sqm.
Materials
Vitrified Ceramic paver tile of size 200mmx200mmx15mm Sqm 8886 925.00 1.00 925.00
conforming to Group B-II, Clause 5.1 of IS:15622
Vitrified Ceramic paver tile of size 200mmx200mmx12mm Sqm 8905 865.00 1.00 865.00
conforming to Group B-II, Clause 5.1 of IS:15622
Difference of cost 60.00
Add for Water Charges @1% (no rates reqd.) 9997 0.01 0.60
60.60
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 9998 0.15 9.09

Total deduction per Sqm for 12mm thickness Sqm 69.69 69.69
098090 Laying 80 mm thick oversized stone ballast 75 mm to 100 mm
gauge in soling of floors, hand packed including hand packing,
filling voids with sand and watering, ramming and leveling

Details of cost for 10 sqm.

Materials
Stone Aggregate (Single size) : 100 mm nominal size cum 2901 1100.00 0.93 1023.00
Labour:
Beldar Day 0114 152.00 1.65 250.80
250.80 1023.00
Add for Water Charges @1% (no rates reqd.) 0.01 2.51 10.23
253.31 1033.23
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 38.00 154.98

Cost of 10 sqm 291.30 1188.21 1479.52

Cost of 1 sqm Sqm 29.13 118.82 147.95
098100 Providing and fixing aluminium strips 40mm deep and 2mm thick
in joint of terrazzo floor

Details of cost for 10 m.

Materials
aluminium strips 40mm 10x.04=.40sqm Add wastage 5%=0.02 Kg 2704 190.00 2.31 438.90
sqm Total=0.042 sqm @ 5.50kg/sqm=2.31 kg

Page 1246
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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
Carriage Lumpsu 9999 1.00 0.00 0.00
m
Labour:
Mason (brick layer) 2nd class Day 0124 158.00 0.25 39.50
Beldar Day 0114 152.00 0.25 38.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 13.52 13.52
m
91.02 438.90
Add for Water Charges @1% (no rates reqd.) 0.01 0.91 4.39
91.93 443.29
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 13.79 66.49

Cost of 10 m 105.72 509.78

Cost of 1 m metre 10.57 50.98 61.55
098110 Providing and fixing glass strips in joints of terrazzo / cement
concrete floors
098111 40mm deep and 4mm thick

Details of cost for 10 m.

Materials
Glass strips 10 m Add wastage 10%=1 m Total=11 m metre 1149 9.50 11.00 104.50
Carriage Lumpsu 9999 1.00 0.00 0.00
m
Labour:
Mason (brick layer) 2nd class Day 0124 158.00 0.25 39.50
Beldar Day 0114 152.00 0.25 38.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 13.52 13.52
m
91.02 104.50
Add for Water Charges @1% (no rates reqd.) 0.01 0.91 1.05
91.93 105.55
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 13.79 15.83

Cost of 10 m 105.72 121.38

Cost of 1 m metre 10.57 12.14 22.71
098112 40mm deep and 6mm thick
Details of cost for 10 m.
Materials

Page 1247
 Chapter-9 : Flooring Paving And Dado

Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
Glass strips 6 mm thick 40 mm deep metre 1150 11.00 11.00 121.00
Carriage Lumpsu 9999 1.00 0.00 0.00
m
Labour:
Mason (brick layer) 2nd class Day 0124 158.00 0.25 39.50
Beldar Day 0114 152.00 0.25 38.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 13.52 13.52
m
91.02 121.00
Add for Water Charges @1% (no rates reqd.) 0.01 0.91 1.21
91.93 122.21
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 13.79 18.33

Cost of 10 m 105.72 140.54

Cost of 1 m metre 10.57 14.05 24.63
MARBLE WORK
099010 Marble work (table rubbed and polished) for wall lining (veneer
work), dado, skirting etc over 12mm thick cement mortar 1:3
(1cement: 3coarse sand) including pointing with white cement
mortar 1:2 (1white cement: 2marble dust) with an admixture of
pigment to match the marble shade. (To be secured to the backing
by means of cramps, which shall be paid for separately) White
Marble – Raj Nagar Plain, 18mm thick

099011 Area of slab 0.10 Sqm to 0.2 Sqm

Details of cost for 0.20 sqm.

Finished work = 0.20sqm.+
Add for wastage @ 20% = 0.04 sqm.
Total = 0.24 sqm.
Raj nagar plain white marble (table rubbed and polished) 18 mm Sqm 7452 540.00 0.24 129.60
thick above 0.10 sqm up to 0.20 sqm
Carriage of marble LS 0 0.00 0.00 0.00
Cement mortar 1:3(1Cement: 3 Coarse sand) cum 1074.99 0.02 19.35
(Rate as per AOR Ch of cement mortar item no.08)
White 1:2 (1 white cement: 2 cum 12870.00 0.00 6.44
marble dust)(Rate as per AOR Ch of cement mortar item no.26)
Labour:
Skilled Beldar (for floor rubbing etc.) Day 0139 158.00 0.09 14.22

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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
Mason (for ornamental stone work) 1st class Day 0126 158.00 0.13 21.17
Bandhani Day 0100 158.00 0.13 21.17
Beldar Day 0114 152.00 0.13 20.37
Coolie Day 0115 152.00 0.13 20.37
Bhisti Day 0101 158.00 0.13 21.17
Mate Day 0128 158.00 0.07 10.43
0.00
Scaffolding Lumpsu 9999 1.00 5.46 5.46
m
134.36 155.38
Add for Water Charges @1% (no rates reqd.) 0.01 1.34 1.55
135.70 156.94
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 20.36 23.54

Cost of 0.20sqm 156.06 180.48

Cost of 1 sqm Sqm 780.30 902.40 1682.69
099012 Area of slab over 0.2 Sqm but upto 0.5 Sqm

Details of cost for 0.50 sqm.

Finished work = 0.50sqm.+
Add for wastage @ 20% = 0.10 sqm.
Total = 0.60 sqm.
Raj nagar plain white marble (table rubbed and polished) 18 mm Sqm 7453 580.00 0.60 348.00
thick above 0.20 sqm up to 0.50 sqm
Carriage of marble LS 0 0.00 0.00 0.00
Cement mortar 1:3(1Cement: 3 Coarse sand) cum 1074.99 0.05 51.60
(Rate as per AOR Ch of cement mortar item no.08)
White 1:2 (1 white cement: 2 cum 12870.00 0.00 15.44
marble dust)(Rate as per AOR Ch of cement mortar item no.26)
Labour:
Skilled Beldar (for floor rubbing etc.) Day 0139 158.00 0.23 35.55
Mason (for ornamental stone work) 1st class Day 0126 158.00 0.34 52.93
Bandhani Day 0100 158.00 0.34 52.93
Beldar Day 0114 152.00 0.34 50.92
Coolie Day 0115 152.00 0.34 50.92
Bhisti Day 0101 158.00 0.34 52.93
Mate Day 0128 158.00 0.17 26.07
0.00

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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
Sundries (no rates reqd.) Lumpsu 9999 1.00 13.39 13.39
m
335.64 415.04
Add for Water Charges @1% (no rates reqd.) 0.01 3.36 4.15
339.00 419.19
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 50.85 62.88

Cost of 0.50 sqm 389.85 482.07

Cost of 1 sqm Sqm 779.69 964.15 1743.84
099013 Area of slab over 0.5 Sqm
Details of cost for 1 sqm.
Finished work = 1sqm.+
Add for wastage @ 20% = 0.20 sqm.
Total = 1.20 sqm.
Cost of marble Sqm 9547 650.00 1.20 780.00
Carriage of marble LS 0 0.00 0.00 0.00
Cement mortar 1:3(1Cement: 3 Coarse sand) cum 1074.99 0.10 109.65
(Rate as per AOR Ch of cement mortar item no.08)
White 1:2 (1 white cement: 2 cum 12870.00 0.00 32.18
marble dust)(Rate as per AOR Ch of cement mortar item no.26)
Labour:
Skilled Beldar (for floor rubbing etc.) Day 0139 158.00 0.45 71.10
Mason (for ornamental stone work) 1st class Day 0126 158.00 0.67 105.86
Bandhani Day 0100 158.00 0.67 105.86
Beldar Day 0114 152.00 0.67 101.84
Coolie Day 0115 152.00 0.67 101.84
Bhisti Day 0101 158.00 0.67 105.86
Mate Day 0128 158.00 0.33 52.14
0.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 26.91 26.91
m
671.41 921.82
Add for Water Charges @1% (no rates reqd.) 0.01 6.71 9.22
678.12 931.04
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 101.72 139.66

Cost of 1 sqm Sqm 779.84 1070.70 1850.54

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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
099020 Providing and fixing 18mm thick mirror polished, machine cut for
kitchen platforms, vanity counters, facias and similar locations of
required size of approved shade, colour and texture laid over
20mm thick base cement mortar 1:4 (1cement: 4coarse sand) with
joints treated with white cement, mixed with matching pigment,
epoxy touch ups, including rubbing, curing etc. complete at all
levels. Abu plain white marble/Rajnagar plain white marble/
Udaipur Green Marble/ Zebra Black Marble

099021 Area of each slab upto 0.10 Sqm

Materials
Mirror polished Abu plain white=0.10 sqm Wastage 5%=.05 Sqm 9548 500.00 0.11 52.50
Total=0.105 sqm
Cement mortar 1:4(1Cement: 4 Coarse sand) cum 1074.99 0.00 2.15
(Rate as per AOR Ch of cement mortar item no.11)
Labour:
Mason (brick layer) 1st class Day 0123 168.00 0.14 23.52
Coolie Day 0115 152.00 0.07 10.64
Beldar Day 0114 152.00 0.07 10.64
Sundries apoxy resin & cutting machine etc Lumpsu 9999 1.00 3.25 3.25
m
48.05 54.65
Add for Water Charges @1% (no rates reqd.) 0.01 0.48 0.55
48.53 55.20
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 7.28 8.28

Cost of 0.10 sqm 55.81 63.48

Cost of 1 sqm Sqm 558.10 634.76 1192.86
099022 Area of each slab over 0.10 Sqm but upto 0.20 Sqm

Materials
Mirror polished Abu plain white=0.20 sqm Wastage 5%=.01 Sqm 7282 500.00 0.21 105.00
Total=0.21 sqm
Cement mortar 1:4(1Cement: 4 Coarse sand) cum 1074.99 0.01 5.37
(Rate as per AOR Ch of cement mortar item no.11)
Labour:
Mason (brick layer) 1st class Day 0123 168.00 0.28 47.04
Beldar Day 0114 152.00 0.14 21.28

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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
Coolie Day 0115 152.00 0.14 21.28
Sundries apoxy resin & cutting machine etc Lumpsu 9999 1.00 6.50 6.50
m
96.10 110.37
Add for Water Charges @1% (no rates reqd.) 0.01 0.96 1.10
97.06 111.48
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 14.56 16.72

Cost of 0.20 sqm 111.62 128.20

Cost of 1 sqm Sqm 558.10 641.00 1199.10
099023 Area of slab each over 0.20 Sqm but upto 0.50 Sqm Abu plain
white marble

Mirror polished Abu plain white=0.50 sqm Wastage 5%=.25 Sqm 7283 550.00 0.53 288.75
Total=0.525 sqm
Cement mortar 1:4(1Cement: 4 Coarse sand) cum 1074.99 0.01 15.05
(Rate as per AOR Ch of cement mortar item no.11)
Labour:
Mason (brick layer) 1st class Day 0123 168.00 0.70 117.60
Beldar Day 0114 152.00 0.33 49.40
Coolie Day 0115 152.00 0.33 49.40
Sundries apoxy resin & cutting machine etc Lumpsu 9999 1.00 16.90 16.90
m
233.30 303.80
Add for Water Charges @1% (no rates reqd.) 0.01 2.33 3.04
235.63 306.84
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 35.34 46.03

Cost of 0.50 sqm 270.98 352.86

Cost of 1 sqm Sqm 541.96 705.73 1247.68
099024 Area of each slab over 0.50 Sqm but upto 1.0 Sqm

Mirror polished Abu plain white=1.00 sqm Wastage 5%=.05 Sqm 7284 600.00 1.05 630.00
Total=1.05 sqm
Cement mortar 1:4(1Cement: 4 Coarse sand) cum 1074.99 0.01 15.05
(Rate as per AOR Ch of cement mortar item no.11)
Labour:
Mason (brick layer) 1st class Day 0123 168.00 1.40 235.20

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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
Beldar Day 0114 152.00 0.65 98.80
Coolie Day 0115 152.00 0.65 98.80
Sundries apoxy resin & cutting machine etc Lumpsu 9999 1.00 32.50 32.50
m
465.30 645.05
Add for Water Charges @1% (no rates reqd.) 0.01 4.65 6.45
469.95 651.50
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 70.49 97.73

Cost of 1 sqm Sqm 540.45 749.23 1289.67

099025 Area of each slab over1.0 Sqm

Mirror polished Abu plain white=2.00 sqm Wastage 5%=.10 Sqm 7285 670.00 2.10 1407.00
Total=2.10 sqm
Cement mortar 1:4(1Cement: 4 Coarse sand) cum 1074.99 0.03 29.02
(Rate as per AOR Ch of cement mortar item no.11)
Labour:
Mason (brick layer) 1st class Day 0123 168.00 2.80 470.40
Coolie Day 0115 152.00 1.30 197.60
Beldar Day 0114 152.00 1.30 197.60
Sundries apoxy resin & cutting machine etc Lumpsu 9999 1.00 65.00 65.00
m
930.60 1436.02
Add for Water Charges @1% (no rates reqd.) 0.01 9.31 14.36
939.91 1450.38
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 140.99 217.56

Cost of 2 sqm 1080.89 1667.94 2748.83

Cost of 1 sqm Sqm 540.45 833.97 1374.42
099030 Providing and fixing 18mm thick mirror polished, machine cut for
kitchen platforms, vanity counters facias, dados and skirtings and
similar locations of required size of approved shade, colour and
texture laid over 20mm thick base cement mortar 1:4 (1cement:
4coarse sand) with joints treated with white cement, mixed with
matching pigment, epoxy touchups, including rubbing, curing. etc.
complete at all levels

099031 Granite Black. Area of slab upto 0.10 Sqm

Materials

Page 1253
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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
Mirror polished Granite black=0.10 sqm Wastage 5%=.05
Total=0.105 sqm
Granite black 18 mm thick slab, area wise upto 0.1 sqm Sqm 9549 1345.00 0.11 141.23
Cement mortar 1:4(1Cement: 4 Coarse sand) cum 1074.99 0.01 5.37
(Rate as per AOR Ch of cement mortar item no.11)
Labour:
Mason (brick layer) 1st class Day 0123 168.00 0.14 23.52
Beldar Day 0114 152.00 0.07 10.64
Coolie Day 0115 152.00 0.07 10.64
Sundries apoxy resin & cutting machine etc Lumpsu 9999 1.00 3.25 3.25
m
48.05 146.60
Add for water charges @ 1% 0.01 0.48 1.47
48.53 148.07
Add for contractors profit and overhead @10% 0.15 7.28 22.21
Cost of 0.10 sqm 55.81 170.28
Cost of 1 sqm Sqm 558.10 1702.76 2260.86
099032 Granite Black. Area of slab 0.10 Sqm to 0.2 Sqm

Materials
Mirror polished Granite black=0.20 sqm Wastage 5%=.01
Total=0.21 sqm
Granite Black 18 mm thick slab, area wise above 0.10 sqm upto Sqm 7294 1345.00 0.21 282.45
0.2 sqm
Cement mortar 1:4(1Cement: 4 Coarse sand) cum 1074.99 0.00 3.22
(Rate as per AOR Ch of cement mortar item no.11)
Labour:
Mason (brick layer) 1st class Day 0123 168.00 0.28 47.04
Beldar Day 0114 152.00 0.14 21.28
Coolie Day 0115 152.00 0.14 21.28
Sundries apoxy resin & cutting machine etc Lumpsu 9999 1.00 6.50 6.50
m
96.10 285.67
Add for Water Charges @1% (no rates reqd.) 0.01 0.96 2.86
97.06 288.53
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 14.56 43.28

Cost of 0.20 sqm 111.62 331.81

Cost of 1 sqm Sqm 558.10 1659.06 2217.16

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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
099033 Granite Black. Area of slab over 0.2 Sqm but upto 0.5 Sqm

Materials
Mirror polished Granite black=0.50 sqm Wastage 5%=.25
Total=0.525 sqm
Granite black 18 mm thick slab, above 0.2 sqm up to 0.5 sqm Sqm 7295 1500.00 0.53 787.50
(areawise)
Cement mortar 1:4(1Cement: 4 Coarse sand) cum 1074.99 0.01 12.90
(Rate as per AOR Ch of cement mortar item no.11)
Labour:
Mason (brick layer) 1st class Day 0123 168.00 0.70 117.60
Beldar Day 0114 152.00 0.33 49.40
Coolie Day 0115 152.00 0.33 49.40
Sundries apoxy resin & cutting machine etc Lumpsu 9999 1.00 16.90 16.90
m
233.30 800.40
Add for Water Charges @1% (no rates reqd.) 0.01 2.33 8.00
235.63 808.40
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 35.34 121.26

Cost of 0.50 sqm 270.98 929.66

Cost of 1 sqm Sqm 541.96 1859.33 2401.28
099034 Granite Black. Area of slab over 0.5 Sqm but upto 1.0 Sqm
Materials
Mirror polished Granite black=1.00 sqm Wastage 5%=.05
Total=1.05 sqm
Granite Black 18 mm thick slab, area wise above 0.5 sqm upto 1.0 Sqm 7296 1615.00 1.05 1695.75
sqm
Cement mortar 1:4(1Cement: 4 Coarse sand) cum 1074.99 0.02 25.80
(Rate as per AOR Ch of cement mortar item no.11)
Labour:
Mason (brick layer) 1st class Day 0123 168.00 1.40 235.20
Beldar Day 0114 152.00 0.65 98.80
Coolie Day 0115 152.00 0.65 98.80
Sundries apoxy resin & cutting machine etc Lumpsu 9999 1.00 32.50 32.50
m
465.30 1721.55
Add for Water Charges @1% (no rates reqd.) 0.01 4.65 17.22

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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
469.95 1738.77
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 70.49 260.81

Cost of 1 sqm Sqm 540.45 1999.58 2540.03

099035 Granite Black. Area of slab over 1.0 Sqm but upto 2.0 Sqm or
larger

Materials
Mirror polished Granite black=2.00 sqm Wastage 5%=.10
Total=2.10 sqm
Granite black 18 mm thick slab, above 1.0 sqm up to 2.0 sqm Sqm 7297 2018.75 2.10 4239.38
(areawise)
Cement mortar 1:4(1Cement: 4 Coarse sand) cum 1074.99 0.03 29.02
(Rate as per AOR Ch of cement mortar item no.11)
Labour:
Mason (brick layer) 1st class Day 0123 168.00 2.80 470.40
Beldar Day 0114 152.00 1.30 197.60
Coolie Day 0115 152.00 1.30 197.60
Sundries apoxy resin & cutting machine etc Lumpsu 9999 1.00 65.00 65.00
m
930.60 4268.40
Add for Water Charges @1% (no rates reqd.) 0.01 9.31 42.68
939.91 4311.08
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 140.99 646.66

Cost of 2 sqm 1080.89 4957.75 6038.64

Cost of 1 sqm Sqm 540.45 2478.87 3019.32
099040 Providing and fixing 18mm thick mirror polished, machine cut for
kitchen platforms, vanity counters facias, dados and skirtings and
similar locations of required size of approved shade, colour and
texture laid over 20mm thick base cement mortar 1:4 (1cement:
4coarse sand) with joints treated with white cement, mixed with
matching pigment, epoxy touchups, including rubbing, curing.
etc .complete at all levels

099041 Granite Pink/Grey. Area of slab upto 0.10 Sqm

Materials
Mirror polished Granite pink /grey=0.10 sqm Wastage 5%=.05
Total=0.105 sqm

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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
Granite Pink 18 mm thick slab, area wise upto 0.1 sqm Sqm 9550 1000.00 0.11 105.00
Cement mortar 1:4(1Cement: 4 Coarse sand) cum 1074.99 0.01 5.37
(Rate as per AOR Ch of cement mortar item no.11)
Labour:
Mason (brick layer) 1st class Day 0123 168.00 0.14 23.52
Beldar Day 0114 152.00 0.07 10.64
Coolie Day 0115 152.00 0.07 10.64
Sundries apoxy resin & cutting machine etc Lumpsu 9999 1.00 3.25 3.25
m
48.05 110.37
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.48 1.10
m
48.53 111.48
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 7.28 16.72
m
Cost of 0.10 sqm 55.81 128.20
Cost of 1 sqm Sqm 558.10 1282.01 1840.11
099042 Granite Pink/Grey. Area of slab 0.10 Sqm to 0.2 Sqm

Materials
Mirror polished Granite pink /grey=0.20 sqm Wastage 5%=.01
Total=0.21 sqm
Granite Pink 18 mm thick slab, area wise above 0.10 sqm upto 0.2 Sqm 7298 1000.00 0.21 210.00
sqm
Cement mortar 1:4(1Cement: 4 Coarse sand) cum 1074.99 0.00 3.22
(Rate as per AOR Ch of cement mortar item no.11)
Labour:
Mason (brick layer) 1st class Day 0123 168.00 0.28 47.04
Beldar Day 0114 152.00 0.14 21.28
Coolie Day 0115 152.00 0.14 21.28
Sundries apoxy resin & cutting machine etc Lumpsu 9999 1.00 6.50 6.50
m
96.10 213.22
Add for Water Charges @1% (no rates reqd.) 0.01 0.96 2.13
97.06 215.36
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 14.56 32.30

Cost of 0.20 sqm 111.62 247.66

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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
Cost of 1 sqm Sqm 558.10 1238.30 1796.40
099043 Granite Pink. Area of slab over 0.2 Sqm but upto 0.5 Sqm

Materials
Mirror polished Granite pink /grey=0.50 sqm Wastage 5%=.25
Total=0.525 sqm
Granite Pink 18 mm thick Slab, area wise above 0.2 sqm upto 0.5 Sqm 7299 1480.00 0.53 777.00
sqm
Cement mortar 1:4(1Cement: 4 Coarse sand) cum 1074.99 0.01 12.90
(Rate as per AOR Ch of cement mortar item no.11)
Labour:
Mason (brick layer) 1st class Day 0123 168.00 0.70 117.60
Beldar Day 0114 152.00 0.33 49.40
Coolie Day 0115 152.00 0.33 49.40
Sundries apoxy resin & cutting machine etc Lumpsu 9999 1.00 16.90 16.90
m
233.30 789.90
Add for Water Charges @1% (no rates reqd.) 0.01 2.33 7.90
235.63 797.80
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 35.34 119.67

Cost of 0.50 sqm 270.98 917.47

Cost of 1 sqm Sqm 541.96 1834.94 2376.89
099044 Granite Pink. Area of slab over 0.5 Sqm but upto 1.0 Sqm

Materials
Mirror polished Granite pink /grey=1.00 sqm Wastage 5%=.05
Total=1.05 sqm
Granite Pink 18 mm thick slab, area wise above 0.5 sqm upto 1.0 Sqm 7300 1580.00 1.05 1659.00
sqm
Cement mortar 1:4(1Cement: 4 Coarse sand) cum 1074.99 0.02 25.80
(Rate as per AOR Ch of cement mortar item no.11)
Labour:
Mason (brick layer) 1st class Day 0123 168.00 1.40 235.20
Beldar Day 0114 152.00 0.65 98.80
Coolie Day 0115 152.00 0.65 98.80

Page 1258
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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
Sundries apoxy resin & cutting machine etc Lumpsu 9999 1.00 32.50 32.50
m
465.30 1684.80
Add for Water Charges @1% (no rates reqd.) 0.01 4.65 16.85
469.95 1701.65
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 70.49 255.25

Cost of 1 sqm Sqm 540.45 1956.89 2497.34

099045 Granite Pink. Area of slab over 1.0 Sqm but upto 2.0 Sqm Or
larger

Materials
Mirror polished Granite pink /grey=2.00 sqm Wastage 5%=.10
Total=2.10 sqm
Granite Pink 18 mm thick slab, area wise above 1.0 sqm upto 2.0 Sqm 7301 1612.50 2.10 3386.25
sqm
Cement mortar 1:4(1Cement: 4 Coarse sand) cum 1074.99 0.03 29.02
(Rate as per AOR Ch of cement mortar item no.11)
Labour:
Mason (brick layer) 1st class Day 0123 168.00 2.80 470.40
Beldar Day 0114 152.00 1.30 197.60
Coolie Day 0115 152.00 1.30 197.60
Sundries apoxy resin & cutting machine etc Lumpsu 9999 1.00 65.00 65.00
m
930.60 3415.27
Add for Water Charges @1% (no rates reqd.) 0.01 9.31 34.15
939.91 3449.43
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 140.99 517.41

Cost of 2 sqm 1080.89 3966.84 5047.73

Cost of 1 sqm Sqm 540.45 1983.42 2523.87
099050 Providing and fixing 40mm thick Cuddapah stone polished,
machine cut for kitchen platforms, vanity counters facias, dados
and skirting and similar locations of required size, laid over 20mm
thick base cement mortar 1:4 (1cement: 4coarse sand) with joints
treated with white cement, mixed with matching pigment, epoxy
touchups including rubbing, curing etc .complete at all levels

Page 1259
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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
099051 Area of slab upto 0.5 Sqm
Detail of cost for 0.5 sqm
Materials
Cuddapah stone=0.50 sqm Wastage 5%=.25 Total=0.525 sqm
Cuddapah stone 40 mm thick upto 0.5 sqm Sqm 9552 1000.00 0.53 525.00
Cement mortar 1:4(1Cement: 4 Coarse sand) cum 0 1074.99 0.01 12.90
(Rate as per AOR Ch of cement mortar item no.11)
Labour:
Mason (brick layer) 1st class Day 0123 168.00 0.70 117.60
Beldar Day 0114 152.00 0.33 49.40
Coolie Day 0115 152.00 0.33 49.40
Sundries apoxy resin & cutting machine etc Lumpsu 9999 1.00 16.90 16.90
m
233.30 537.90
Add for Water Charges @1% (no rates reqd.) 0.01 2.33 5.38
235.63 543.28
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 35.34 81.49

Cost of 0.50 sqm 270.98 624.77

Cost of 1 sqm Sqm 541.96 1249.54 1791.50
099052 Area of slab over 0.5 Sqm but upto 1.0 Sqm
Detail of cost for 1 sqm
Materials
Cuddapah stone=1.00 sqm Wastage 5%=.05 Total=1.05 sqm
Cuddapah stone 40 mm thick above 0.5 sqm and upto 1.0sqm Sqm 9553 1200.00 1.05 1260.00
Cement mortar 1:4(1Cement: 4 Coarse sand) cum 1074.99 0.02 25.80
(Rate as per AOR Ch of cement mortar item no.11)
Labour:
Mason (brick layer) 1st class Day 0123 168.00 1.40 235.20
Beldar Day 0114 152.00 0.65 98.80
Coolie Day 0115 152.00 0.65 98.80
Sundries apoxy resin & cutting machine etc Lumpsu 9999 1.00 32.50 32.50
m
465.30 1285.80
Add for Water Charges @1% (no rates reqd.) 0.01 4.65 12.86
469.95 1298.66
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 70.49 194.80

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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
Cost of 1 sqm Sqm 540.45 1493.46 2033.90
099053 Area of slab over 1.0 Sqm but upto 2.0 Sqm or larger
Detail of cost for 2 sqm
Materials
Cuddapah stone=2.00 sqm Wastage 5%=.10 Total=2.10 sqm
Cuddapah stone 40 mm thick above 1.0 sqm and upto 2.0sqm or Sqm 9554 1300.00 2.10 2730.00
larger
Cement mortar 1:4(1Cement: 4 Coarse sand) cum 1074.99 0.03 29.02
(Rate as per AOR Ch of cement mortar item no.11)
Labour:
Mason (brick layer) 1st class Day 0123 168.00 2.80 470.40
Beldar Day 0114 152.00 1.30 197.60
Coolie Day 0115 152.00 1.30 197.60
Sundries apoxy resin & cutting machine etc Lumpsu 9999 1.00 65.00 65.00
m
930.60 2759.02
Add for Water Charges @1% (no rates reqd.) 0.01 9.31 27.59
939.91 2786.61
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 140.99 417.99

Cost of 2 sqm 1080.89 3204.61 4285.50

Cost of 1 sqm Sqm 540.45 1602.30 2142.75
099060 Extra for providing edge moulding to 16mm to 20mm thick
marble/granite stone counters, vanities etc including machine
polishing to edge to give high gloss finish etc. complete as per
design approved by the Engineer-in-Charge

099061 Marble work

Details of cost for 10 m.

Labour:
Hire charges of Hand Grinder For mirror polish Day 0019 200.00 1.50 300.00
Beldar Day 0114 152.00 3.50 532.00
Sundries Blades & Polished etc. Lumpsu 9999 1.00 78.00 78.00
m
910.00
Add for Water Charges @1% (no rates reqd.) 0.01 9.10
919.10

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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 137.87

Cost of 10 m 1056.97
Cost of 1 m mete 105.70 0.00 105.70
099062 Granite work

Details of cost for 10 m.

Labour:
Hire charges of Hand Grinder For mirror polish Day 0019 200.00 2.50 500.00
Beldar Day 0114 152.00 3.50 532.00
Sundries Blades & Polished etc. Lumpsu 9999 1.00 117.00 117.00
m
1149.00
Add for Water Charges @1% (no rates reqd.) 0.01 11.49
1160.49
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 174.07

Cost of 10 m 1334.56
Cost of 1 m metre 133.46 0.00 133.46
099063 Cuddapah stone
Details of cost for 10 m.
Labour:
Hire charges of Hand Grinder For mirror polish Day 0019 200.00 2.00 400.00
Beldar Day 0114 152.00 3.50 532.00
Sundries Blades & Polished etc. Lumpsu 9999 1.00 98.00 98.00
m
1030.00
Add for Water Charges @1% (no rates reqd.) 0.01 10.30
1040.30
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 156.05

Cost of 10 m 1196.35
Cost of 1 m metre 119.63 0.00 119.63
099070 Extra for cutting groove upto 5mm wide and 6mm deep for drip
course
099071 In Marble work
Details of cost for 10 sqm.
Labour:
Mason (for ornamental stone work) 1st class Day 0126 158.00 1.00 158.00

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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
Beldar Day 0114 152.00 0.75 114.00
Skilled Beldar (for floor rubbing etc.) Day 0139 158.00 1.25 197.50
Sundries including hire charges of cutter etc. Lumpsu 9999 1.00 107.00 107.00
m
576.50
Add for Water Charges @1% (no rates reqd.) 0.01 5.77
582.27
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 87.34

Cost of 10 sqm 669.60

Cost of 1 sqm Sqm 66.96 0.00 66.96
099072 In Granite work
Details of cost for 10 sqm.
Labour:
Mason (for ornamental stone work) 1st class Day 0126 158.00 2.00 316.00
Beldar Day 0114 152.00 0.75 114.00
Skilled Beldar (for floor rubbing etc.) Day 0139 158.00 2.50 395.00
Sundries including hire charges of cutter etc. Lumpsu 9999 1.00 150.00 150.00
m
975.00
Add for Water Charges @1% (no rates reqd.) 0.01 9.75
984.75
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 147.71

Cost of 10 sqm 1132.46

Cost of 1 sqm Sqm 113.25 0.00 113.25
099073 In Cuddapah stone
Details of cost for 10 sqm.
Labour:
Mason (for ornamental stone work) 1st class Day 0126 158.00 1.50 237.00
Beldar Day 0114 152.00 0.75 114.00
Skilled Beldar (for floor rubbing etc.) Day 0139 158.00 2.00 316.00
Sundries including hire charges of cutter etc. Lumpsu 9999 1.00 214.00 214.00
m
881.00
Add for Water Charges @1% (no rates reqd.) 0.01 8.81
889.81

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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 133.47

Cost of 10 sqm 1023.28

Cost of 1 sqm Sqm 102.33 0.00 102.33
099080 Polished stone tile work for wall lining (dado) over 12mm thick bed
of cement mortar 1:3, including pointing in white cement with an
admixture of pigment to match the stone shade with tiles of all size
upto 300 x 300 mm

099081 8 mm thick pink/grey granite tiles

Details of cost per sqm
Materials
8 mm thick granite stone tiles (mirror polished of all shades) Sqm 2750 800.00 1.05 840.00
Cement Mortar 1:3 (1 cement:3 fine sand)(Rate as per AOR Ch of cum 807.00 0.01 9.68
cement mortar item no.10)
White Cement Tonne 0368 17000.00 0.01 85.00
Labour:
Mason (brick layer) 1st class Day 0123 168.00 0.65 109.20
Beldar Day 0114 152.00 0.65 98.80
Sundries (no rates reqd.) Lumpsu 9999 1.00 25.00 25.00
m
233.00 934.68
Add for Water Charges @1% (no rates reqd.) 0.01 2.33 9.35
235.33 944.03
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 35.30 141.60

Cost per sqm Sqm 270.63 1085.64 1356.26

099082 8mm thick superior quality black granite tiles
Details of cost per sqm
Materials
8mm thick Superior quality black granite tiles Sqm 9555 800.00 1.05 840.00
Cement Mortar 1:3 (1 cement:3 fine sand)(Rate as per AOR Ch of cum 807.00 0.01 9.68
cement mortar item no.10)
White Cement Tonne 0368 17000.00 0.01 85.00
Labour:
Mason (brick layer) 1st class Day 0123 168.00 0.65 109.20
Beldar Day 0114 152.00 0.65 98.80
Sundries (no rates reqd.) Lumpsu 9999 1.00 21.00 21.00
m

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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
229.00 934.68
Add for Water Charges @1% (no rates reqd.) 0.01 2.29 9.35
231.29 944.03
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 34.69 141.60

Cost per sqm Sqm 265.98 1085.64 1351.62

099083 8mm thick superior quality (RUBY Red) granite tiles
Details of cost per sqm
Materials
8mm thick Superior quality (Ruby Red) granite tiles Sqm 9556 700.00 1.05 735.00
Cement Mortar 1:3 (1 cement:3 fine sand)(Rate as per AOR Ch of cum 807.00 0.01 9.68
cement mortar item no.10)
White Cement Tonne 0368 17000.00 0.01 85.00
Labour:
Mason (brick layer) 1st class Day 0123 168.00 0.65 109.20
Beldar Day 0114 152.00 0.65 98.80
Sundries (no rates reqd.) Lumpsu 9999 1.00 22.00 22.00
m
230.00 829.68
Add for Water Charges @1% (no rates reqd.) 0.01 2.30 8.30
232.30 837.98
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 34.85 125.70

Cost per sqm Sqm 267.15 963.68 1230.82

099084 8mm thick marble tiles
Details of cost per sqm
Materials
8 mm thick marble tiles (polished) Raj Nagar Sqm 2751 400.00 1.05 420.00
Cement Mortar 1:3 (1 cement:3 fine sand)(Rate as per AOR Ch of cum 807.00 0.01 9.68
cement mortar item no.10)
White Cement Tonne 0368 17000.00 0.01 85.00
Labour:
Mason (brick layer) 1st class Day 0123 168.00 0.65 109.20
Beldar Day 0114 152.00 0.65 98.80
Sundries (no rates reqd.) Lumpsu 9999 1.00 17.00 17.00
m
225.00 514.68
Add for Water Charges @1% (no rates reqd.) 0.01 2.25 5.15

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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
227.25 519.83
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 34.09 77.97

Cost per sqm Sqm 261.34 597.81 859.14

099090 Extra for fixing marble/granite stone over facia and drops of width
upto 150mm with epoxy resin based adhesive (Araldite or
equivalent) including cleaning etc. complete

Details of cost for facia 1.5m long and 0.15m wide

Labour:
Mason (brick layer) 1st class Day 0123 168.00 0.30 50.40
Coolie Day 0115 152.00 0.30 45.60
Scaffolding, expoxy etc. Lumpsu 9999 1.00 39.00 39.00
m
Cement mortar 1:4(1Cement: 4 Coarse sand) cum 1074.99 0.01 5.37
(Rate as per AOR Ch of cement mortar item no.11) 1.5x0.15x0.02
= 0.005 cum.
140.37
Add for Water Charges @1% (no rates reqd.) 0.01 1.40
141.78
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 21.27

Cost of 1.5 m 163.05

Cost of 1 m metre 108.70 0.00 108.70
099100 Extra for providing opening of required size and shape for wash
basins/ kitchen sink / Pillar tap etc in kitchen platform, vanity
counters and similar location in marble / stone work. including
rubbing and polishing of cut edges etc. complete. No deduction for
opening area shall be made from parent item

099101 Opening of area upto 100 sq cm

Details of cost for one opening .
Labour:
Mason (for ornamental stone work) 1st class Day 0126 158.00 0.20 31.60
Beldar Day 0114 152.00 0.20 30.40
Sundries (no rates reqd.) Lumpsu 9999 1.00 15.30 15.30
m
77.30
Add for Water Charges @1% (no rates reqd.) 0.01 0.77

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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
78.07
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 11.71

Cost per opening Each 89.78 0.00 89.78

Opening

099102 Opening of area above 100 sq cm

Details of cost for one opening .
Labour:
Mason (for ornamental stone work) 1st class Day 0126 158.00 0.70 110.60
Beldar Day 0114 152.00 0.70 106.40
Sundries (no rates reqd.) Lumpsu 9999 1.00 22.95 22.95
m
239.95
Add for Water Charges @1% (no rates reqd.) 0.01 2.40
242.35
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 36.35

Cost per opening Each 278.70 0.00 278.70

Opening
099110 Providing and fixing cramps of required size and shape in RCC/
CC backing with cement mortar 1:2 (1cement: 2 fine sand)
including drilling necessary hole in stones and embedding the
cramp in the hole (fastener to be paid separately)

099111 Gunmetal cramps

Details of cost for one cramp
Materials & Labour
Gun Metal cramp Kg 7338 290.00 0.12 34.22
0.064x0.025x0.006 = 9.6x10-6 +0.025x0.025x0.006 =3.7x10-6
+pin 2 x 22/28 x (0.006)2 + 0.02 = 0.5x10-6= 13.8x10-6Less hole
0.024x0.010x0.006 = (-) 1.4x 10-6= 12.4x10-6
12.4x10-6 x 8640 = 0.107kg+Add wastage @ 10% = 0.011 kg.=
0.118 kg.

Carriage Lumpsu 9999 1.00 0.00 0.00

m
Cement montar 1:2 (1 cement: 2 coarse sand).(Rate as per AOR cum 972.99 0.00 0.97
Ch 3 of cement concrete item no.09)

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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
Labour for fixing in position Lumpsu 9999 1.00 6.50 6.50
m
41.69
Add for Water Charges @1% (no rates reqd.) 0.01 0.42
42.11
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 6.32

Cost of 0.107 kg 48.43

Cost of 1 kg Kg 452.58 0.00 452.58
099112 Stainless steel cramps
Details of cost for one cramp
Materials & Labour
Stainless steel cramp Kg 7339 350.00 0.11 37.45
12.4x10-6x7850 = 0.097kg+
Add wastage @ 10% = 0.01 Okg.
= 0.107 kg.
Carriage Lumpsu 9999 1.00 0.00 0.00
m
Cement montar 1:2 (1 cement: 2 coarse sand).(Rate as per AOR cum 972.99 0.00 0.97
Ch of cement mortar item no.09)
Labour for fixing in position Lumpsu 9999 1.00 6.50 6.50
m
44.92
Add for Water Charges @1% (no rates reqd.) 0.01 0.45
45.37
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 6.81

Cost of 0.107 kg 52.18

Cost of 1 kg Kg 537.92 0.00 537.92
099120 Providing and fixing expansion hold fasteners on CC / R.C.C.
surface backing including drilling necessary holes and the cost of
bolts etc. complete

099121 Wedge expansion type. Fastener with threaded dia 1/4 Inch or
6mm
Details of cost for 30nos. W.E.H. fastener
Materials
Wedge expansion hold fastener size 6mm, 36.5mm length Each 7430 14.00 30.00 420.00

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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
MS Bolts and nuts up to 300 mm in length quintal 1034 6900.00 0.00 31.05
Labour:
Fitter (Grade-1) Day 0116 168.00 0.25 42.00
Beldar Day 0114 152.00 0.25 38.00
Hire and running charges for hand drill machine Sundries, drilling Lumpsu 9999 1.00 32.50 32.50
bit scaffolding etc. m

112.50 451.05
Add for Water Charges @1% (no rates reqd.) 0.01 1.13 4.51
113.63 455.56
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 17.04 68.33

Cost of 30 nos 130.67 523.89

Cost for one no. Each 4.36 17.46 21.82
099122 Wedge expansion type. Fastener with threaded dia 3/8 inch or
10mm
Details of cost for 30nos. W.E.H. fastener
Materials
Wedge expansion hold fastener 3/8" or 10 mm Each 7431 17.00 30.00 510.00
MS Bolts and nuts up to 300 mm in length quintal 1034 6900.00 0.01 41.40
Labour:
Fitter (Grade-1) Day 0116 168.00 0.25 42.00
Beldar Day 0114 152.00 0.25 38.00
Hire and running charges for hand drill machine Sundries, drilling Lumpsu 9999 1.00 32.50 32.50
bit scaffolding etc. m
112.50 551.40
Add for Water Charges @1% (no rates reqd.) 0.01 1.13 5.51
113.63 556.91
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 17.04 83.54

Cost of 30 nos 130.67 640.45

Cost for one no. Each 4.36 21.35 25.70
099123 Wedge expansion type. Fastener with threaded dia 1/2 Inch or
12mm
Details of cost for 30nos. W.E.H. fastener
Materials
Wedge expansion hold fastener 1/2" or 12 mm Each 7432 28.50 30.00 855.00
MS Bolts and nuts up to 300 mm in length quintal 1034 6900.00 0.01 51.75
Labour:

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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
Fitter (Grade-1) Day 0116 168.00 0.25 42.00
Beldar Day 0114 152.00 0.25 38.00
Hire and running charges for hand drill machine Sundries, drilling Lumpsu 9999 1.00 32.50 32.50
bit scaffolding etc. m
112.50 906.75
Add for Water Charges @1% (no rates reqd.) 0.01 1.13 9.07
113.63 915.82
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 17.04 137.37

Cost of 30 nos 130.67 1053.19

Cost for one no. Each 4.36 35.11 39.46
099130 Providing and fixing copper pins 7.5cm long of 6mm diameter in
cement mortar 1:2 (1cement: 2 fine sand) including making
necessary chases

Details of cost for one copper pin-

Materials
Copper pins 6 mm dia 7.5 cm long Each 0873 9.00 1.00 9.00
Cement montar 1:2 (1 cement: 2 coarse sand).(Rate as per AOR cum 972.99 0.00 0.97
Ch of cement mortar item no.09)
Labour:
Labour for making pin in to required shape and size, cutting Lumpsu 9999 1.00 3.90 3.90
chases in stone and fixing in position m
Sundries including hire charges of hand cut machine etc. Lumpsu 9999 1.00 1.95 1.95
m
5.85 9.97
Add for Water Charges @1% (no rates reqd.) 0.01 0.06 0.10
5.91 10.07
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 0.89 1.51

Cost for one copper pin Each 6.79 11.58 18.38

099140 Providing and fixing stone dowel 10x5x2.5cm cut to double wedge
shape as per design in cement mortar 1:2 (1 cement : 2 fine sand)
including making necessary chases

Details of cost for one dowel

Cost of stone including carriage fixing etc. Lumpsu 9999 1.00 9.10 9.10
m

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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
Labour for dressing dowel cutting chase and fixing etc. Lumpsu 9999 1.00 5.33 5.33
m
Cement montar 1:2 (1 cement: 2 coarse sand).(Rate as per AOR cum 972.99 0.00 0.97
Ch 3 of cement concrete item no.09)
15.40
Add for Water Charges @1% (no rates reqd.) 0.01 0.15
15.56
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 2.33

Cost for one dowel Each 17.89 0.00 17.89

099150 Extra for provision of motif tiles on walls over item 095010
Add 50% extra for use of motif tiles
Cost per sqm Sqm 0.50 498.16 249.08
099160 Providing and fixing 18mm thick mirror polished, machine cut for
floors and similar locations of required size of approved shade,
colour and texture laid over 20mm thick base cement mortar 1:4
(1cement: 4coarse sand) with joints treated with white cement,
mixed with matching pigment, epoxy touchups, including rubbing,
curing etc. complete at all levels

099161 Granite Black. Area of slab upto 0.10 Sqm

Materials
Mirror polished Granite black=0.10 sqm Wastage 5%=.05
Total=0.105 sqm
Granite black 18 mm thick slab, area wise upto 0.1 sqm Sqm 9549 1345.00 0.11 141.23
Cement mortar 1:4(1Cement: 4 Coarse sand) cum 1074.99 0.01 5.37
(Rate as per AOR Ch 3 of cement concrete item no.11)
Labour:
Mason (brick layer) 1st class Day 0123 168.00 0.11 17.64
Beldar Day 0114 152.00 0.05 7.98
Coolie Day 0115 152.00 0.05 7.98
Sundries (no rates reqd.) Lumpsu 9999 1.00 2.43 2.43
m
36.03 146.60
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.36 1.47
m
36.39 148.07

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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 5.46 22.21
m
Cost of 0.10 sqm 41.85 170.28 212.12
Cost of 1 sqm Sqm 418.49 1702.76 2121.25
099162 Granite Black. Area of slab 0.10 Sqm to 0.2 Sqm
Materials
Mirror polished Granite black=0.20 sqm Wastage 5%=.01
Total=0.21 sqm
Granite Black 18 mm thick slab, area wise above 0.10 sqm upto Sqm 7294 1345.00 0.21 282.45
0.2 sqm
Cement mortar 1:4(1Cement: 4 Coarse sand) cum 1074.99 0.00 3.22
(Rate as per AOR Ch of cement mortar item no.11)
Labour:
Mason (brick layer) 1st class Day 0123 168.00 0.21 35.28
Beldar Day 0114 152.00 0.11 15.96
Coolie Day 0115 152.00 0.11 15.96
Sundries (no rates reqd.) Lumpsu 9999 1.00 4.88 4.88
m
72.08 285.67
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.72 2.86
m
72.80 288.53
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 10.92 43.28
m
Cost of 0.20 sqm 83.72 331.81
Cost of 1 sqm Sqm 418.58 1659.06 2077.63
099163 Granite Black. Area of slab over 0.2 Sqm but upto 0.5 Sqm
Materials
Mirror polished Granite black=0.50 sqm Wastage 5%=.25
Total=0.525 sqm
Granite black 18 mm thick slab, above 0.2 sqm up to 0.5 sqm Sqm 7295 1500.00 0.53 787.50
(areawise)
Cement mortar 1:4(1Cement: 4 Coarse sand) cum 1074.99 0.01 12.90
(Rate as per AOR Ch of cement mortar item no.11)
Labour:
Mason (brick layer) 1st class Day 0123 168.00 0.53 88.20
Beldar Day 0114 152.00 0.24 37.09
Coolie Day 0115 152.00 0.24 37.09

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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
Sundries (no rates reqd.) Lumpsu 9999 1.00 12.70 12.70
m
175.08 800.40
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.75 8.00
m
176.83 808.40
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 26.52 121.26
m
Cost of 0.50 sqm 203.35 929.66
Cost of 1 sqm Sqm 406.70 1859.33 2266.03
099164 Granite Black. Area of slab over 0.5 Sqm but upto 1.0 Sqm
Materials
Mirror polished Granite black=1.00 sqm Wastage 5%=.05
Total=1.05 sqm
Granite Black 18 mm thick slab, area wise above 0.5 sqm upto 1.0 Sqm 7296 1615.00 1.05 1695.75
sqm
Cement mortar 1:4(1Cement: 4 Coarse sand) cum 1074.99 0.02 25.80
(Rate as per AOR Ch of cement mortar item no.11)
Labour:
Mason (brick layer) 1st class Day 0123 168.00 1.05 176.40
Beldar Day 0114 152.00 0.48 72.96
Coolie Day 0115 152.00 0.48 72.96
Sundries (no rates reqd.) Lumpsu 9999 1.00 24.38 24.38
m
346.70 1721.55
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 3.47 17.22
m
350.17 1738.77
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 52.53 260.81
m
Cost of 1 sqm sqm 402.69 1999.58 2402.27
099165 Granite Black. Area of slab over 1.0 Sqm but upto 2.0 Sqm or
larger
Materials
Mirror polished Granite black=2.00 sqm Wastage 5%=.10
Total=2.10 sqm
Granite black 18 mm thick slab, above 1.0 sqm up to 2.0 sqm Sqm 7297 2018.75 2.10 4239.38
(areawise)

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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
Cement mortar 1:4(1Cement: 4 Coarse sand) cum 1074.99 0.03 29.02
(Rate as per AOR Ch of cement mortar item no.11)
Labour:
Mason (brick layer) 1st class Day 0123 168.00 2.10 352.80
Beldar Day 0114 152.00 0.98 148.96
Coolie Day 0115 152.00 0.98 148.96
Sundries (no rates reqd.) Lumpsu 9999 1.00 48.75 48.75
m
699.47 4268.40
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 6.99 42.68
m
706.46 4311.08
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 105.97 646.66
m
Cost of 2 sqm 812.43 4957.75 5770.18
Cost of 1 sqm Sqm 406.22 2478.87 2885.09
099170 Providing and fixing 18mm thick mirror polished, machine cut for
floors and similar locations of required size of approved shade,
colour and texture laid over 20mm thick base cement mortar 1:4
(1cement: 4coarse sand) with joints treated with white cement,
mixed with matching pigment, epoxy touchups, including rubbing,
curing etc. complete at all levels

099171 Granite Pink/Grey. Area of slab upto 0.10 Sqm

Materials
Mirror polished Granite pink /grey=0.10 sqm Wastage 5%=.05
Total=0.105 sqm
Granite Pink 18 mm thick slab, area wise upto 0.1 sqm Sqm 9550 1000.00 0.11 105.00
Cement mortar 1:4(1Cement: 4 Coarse sand) cum 1074.99 0.01 5.37
(Rate as per AOR Ch of cement mortar item no.11)
Labour:
Mason (brick layer) 1st class Day 0123 168.00 0.11 17.64
Beldar Day 0114 152.00 0.05 7.98
Coolie Day 0115 152.00 0.05 7.98
Sundries (no rates reqd.) Lumpsu 9999 1.00 2.43 2.43
m
36.03 110.37
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.36 1.10
m

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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
36.39 111.48
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 5.46 16.72
m
Cost of 0.10 sqm 41.85 128.20
Cost of 1 sqm Sqm 418.49 1282.01 1700.49
099172 Granite Pink/Grey. Area of slab 0.10 Sqm to 0.2 Sqm
Materials
Mirror polished Granite pink /grey=0.20 sqm Wastage 5%=.01
Total=0.21 sqm
Granite Pink 18 mm thick slab, area wise above 0.10 sqm upto 0.2 Sqm 7298 1000.00 0.21 210.00
sqm
Cement mortar 1:4(1Cement: 4 Coarse sand) cum 1074.99 0.00 3.22
(Rate as per AOR Ch of cement mortar item no.11)
Labour:
Mason (brick layer) 1st class Day 0123 168.00 0.21 35.28
Beldar Day 0114 152.00 0.11 15.96
Coolie Day 0115 152.00 0.11 15.96
Sundries (no rates reqd.) Lumpsu 9999 1.00 4.88 4.88
m
72.08 213.22
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.72 2.13
m
72.80 215.36
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 10.92 32.30
m
Cost of 0.20 sqm 83.72 247.66
Cost of 1 sqm Sqm 418.58 1238.30 1656.88
099173 Granite Pink. Area of slab over 0.2 Sqm but upto 0.5 Sqm
Materials
Mirror polished Granite pink /grey=0.50 sqm Wastage 5%=.25
Total=0.525 sqm
Granite Pink 18 mm thick Slab, area wise above 0.2 sqm upto 0.5 Sqm 7299 1480.00 0.53 777.00
sqm
Cement mortar 1:4(1Cement: 4 Coarse sand) cum 1074.99 0.01 12.90
(Rate as per AOR Ch of cement mortar item no.11)
Labour:
Mason (brick layer) 1st class Day 0123 168.00 0.53 88.20
Beldar Day 0114 152.00 0.24 37.09

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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
Coolie Day 0115 152.00 0.24 37.09
Sundries (no rates reqd.) Lumpsu 9999 1.00 12.70 12.70
m
175.08 789.90
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.75 7.90
m
176.83 797.80
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 26.52 119.67
m
Cost of 0.50 sqm 203.35 917.47
Cost of 1 sqm Sqm 406.70 1834.94 2241.64
099174 Granite Pink. Area of slab over 0.5 Sqm but upto 1.0 Sqm
Materials
Mirror polished Granite pink /grey=1.00 sqm Wastage 5%=.05
Total=1.05 sqm
Granite Pink 18 mm thick slab, area wise above 0.5 sqm upto 1.0 Sqm 7300 1580.00 1.05 1659.00
sqm
Cement mortar 1:4(1Cement: 4 Coarse sand) cum 1074.99 0.02 25.80
(Rate as per AOR Ch of cement mortar item no.11)
Labour:
Mason (brick layer) 1st class Day 0123 168.00 1.05 176.40
Beldar Day 0114 152.00 0.48 72.96
Coolie Day 0115 152.00 0.48 72.96
Sundries (no rates reqd.) Lumpsu 9999 1.00 24.38 24.38
m
346.70 1684.80
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 3.47 16.85
m
350.17 1701.65
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 52.53 255.25
m
Cost of 1 sqm Sqm 402.69 1956.89 2359.59
099175 Granite Pink. Area of slab over 1.0 Sqm but upto 2.0 Sqm Or
larger
Materials
Mirror polished Granite pink /grey=2.00 sqm Wastage 5%=.10
Total=2.10 sqm

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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
Granite Pink 18 mm thick slab, area wise above 1.0 sqm upto 2.0 Sqm 7301 1612.50 2.10 3386.25
sqm
Cement mortar 1:4(1Cement: 4 Coarse sand) cum 1074.99 0.03 29.02
(Rate as per AOR Ch of cement mortar item no.11)
Labour:
Mason (brick layer) 1st class Day 0123 168.00 2.10 352.80
Beldar Day 0114 152.00 0.98 148.96
Coolie Day 0115 152.00 0.98 148.96
Sundries (no rates reqd.) Lumpsu 9999 1.00 48.75 48.75
m
699.47 3415.27
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 6.99 34.15
m
706.46 3449.43
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 105.97 517.41
m
Cost of 2 sqm 812.43 3966.84 4779.28
Cost of 1 sqm Sqm 406.22 1983.42 2389.64
099180 Providing and fixing 25mm thick flame cut/machine cut for
floors /stairs and similar locations of required size of approved
shade, colour and texture laid over 20mm thick base cement
mortar 1:4 (1cement: 4coarse sand) with joints treated with white
cement, mixed with matching pigment, epoxy touchups, including
rubbing, curing etc. complete at all levels

099181 Granite Pink/Grey. Area of slab upto 0.10 sqm

Materials
Mirror polished Granite pink /grey=0.10 sqm Wastage 5%=.05
Total=0.105 sqm
Flame-cut Granite Grey 25 mm thick slab, areawise upto 0.1 sqm Sqm 9825 1580.00 0.11 165.90

Cement mortar 1:4(1Cement: 4 Coarse sand) cum 1074.99 0.01 5.37

(Rate as per AOR Ch of cement mortar item no.11)
Labour:
Mason (brick layer) 1st class Day 0123 168.00 0.11 17.64
Beldar Day 0114 152.00 0.05 7.98
Coolie Day 0115 152.00 0.05 7.98
Sundries (no rates reqd.) Lumpsu 9999 1.00 2.43 2.43
m

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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
36.03 171.27
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.36 1.71
m
36.39 172.99
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 5.46 25.95
m
Cost of 0.10 sqm 41.85 198.94
Cost of 1 sqm Sqm 418.49 1989.36 2407.85
099182 Granite Pink/Grey. Area of slab 0.1 sqm to 0.2 sqm
Materials
Mirror polished Granite pink /grey=0.20 sqm Wastage 5%=.01
Total=0.21 sqm
Flame-cut Granite Grey 25 mm thick slab, areawise above 0.10 Sqm 9826 1600.00 0.21 336.00
sqm upto 0.2 sqm
Cement mortar 1:4(1Cement: 4 Coarse sand) cum 1074.99 0.00 3.22
(Rate as per AOR Ch of cement mortar item no.11)
Labour:
Mason (brick layer) 1st class Day 0123 168.00 0.21 35.28
Beldar Day 0114 152.00 0.11 15.96
Coolie Day 0115 152.00 0.11 15.96
Sundries (no rates reqd.) Lumpsu 9999 1.00 4.88 4.88
m
72.08 339.22
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.72 3.39
m
72.80 342.62
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 10.92 51.39
m
Cost of 0.20 sqm 83.72 394.01
Cost of 1 sqm Sqm 418.58 1970.05 2388.62
099183 Granite Pink. Area of slab over 0.2 sqm but upto 0.5 sqm
Materials
Mirror polished Granite pink /grey=0.50 sqm Wastage 5%=.25
Total=0.525 sqm
Flame-cut Granite Grey 25 mm thick slab, areawise above 0.2 Sqm 9827 2200.00 0.53 1155.00
sqm upto 0.5 sqm
Cement mortar 1:4(1Cement: 4 Coarse sand) cum 1074.99 0.01 12.90
(Rate as per AOR Ch of cement mortar item no.11)

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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
Labour:
Mason (brick layer) 1st class Day 0123 168.00 0.53 88.20
Beldar Day 0114 152.00 0.24 37.09
Coolie Day 0115 152.00 0.24 37.09
Sundries (no rates reqd.) Lumpsu 9999 1.00 12.70 12.70
m
175.08 1167.90
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.75 11.68
m
176.83 1179.58
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 26.52 176.94
m
Cost of 0.50 sqm 203.35 1356.52
Cost of 1 sqm Sqm 406.70 2713.03 3119.73
099184 Granite Pink. Area of slab over 0.5 sqm but upto 1.0 sqm
Materials
Mirror polished Granite pink /grey=1.00 sqm Wastage 5%=.05
Total=1.05 sqm
Flame-cut Granite Grey 25 mm thick slab, areawise above 0.5 Sqm 9828 2400.00 1.05 2520.00
sqm upto 1.0 sqm
Cement mortar 1:4(1Cement: 4 Coarse sand) cum 1074.99 0.02 25.80
(Rate as per AOR Ch of cement mortar item no.11)
Labour:
Mason (brick layer) 1st class Day 0123 168.00 1.05 176.40
Beldar Day 0114 152.00 0.48 72.96
Coolie Day 0115 152.00 0.48 72.96
Sundries (no rates reqd.) Lumpsu 9999 1.00 24.38 24.38
m
346.70 2545.80
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 3.47 25.46
m
350.17 2571.26
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 52.53 385.69
m
Cost of 1 sqm Sqm 402.69 2956.95 3359.64
099185 Granite Pink. Area of slab over 1.0 sqm but upto 2.0 sqm or larger

Materials

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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
Mirror polished Granite pink /grey=2.00 sqm Wastage 5%=.10
Total=2.10 sqm
Flame-cut Granite Grey 25 mm thick slab, areawise above 1.0 Sqm 9829 2500.00 2.10 5250.00
sqm upto 2.0 sqm
Cement mortar 1:4(1Cement: 4 Coarse sand) cum 1074.99 0.03 29.02
(Rate as per AOR Ch of cement mortar item no.11)
Labour:
Mason (brick layer) 1st class Day 0123 168.00 2.10 352.80
Beldar Day 0114 152.00 0.98 148.96
Coolie Day 0115 152.00 0.98 148.96
Sundries (no rates reqd.) Lumpsu 9999 1.00 48.75 48.75
m
699.47 5279.02
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 6.99 52.79
m
706.46 5331.81
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 105.97 799.77
m
Cost of 2 sqm 812.43 6131.59 6944.02
Cost of 1 sqm Sqm 406.22 3065.79 3472.01
099186 Extra for providing 40mm thick flame cut granite in lieu of 25 mm Sqm 20% of
from item 099181 to 099185 respective
items
099190 Providing and fixing 40mm thick Cuddapah stone polished,
machine cut for floors and similar locations of required size, laid
over 20mm thick base cement mortar 1:4 (1cement: 4coarse sand)
with joints treated with white cement, mixed with matching
pigment, epoxy touchups including rubbing, curing etc. complete at
all levels

099191 Area of slab upto 0.5 Sqm

Detail of cost for 0.5 sqm
Materials
Cuddapah stone=0.50 sqm Wastage 5%=.25 Total=0.525 sqm
Cuddapah stone 40 mm thick upto 0.5 sqm Sqm 9552 1000.00 0.53 525.00
Cement mortar 1:4(1Cement: 4 Coarse sand) cum 0 1074.99 0.01 12.90
(Rate as per AOR Ch of cement mortar item no.11)
Labour:
Mason (brick layer) 1st class Day 0123 168.00 0.53 88.20

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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
Beldar Day 0114 152.00 0.24 36.48
Coolie Day 0115 152.00 0.24 36.48
Sundries (no rates reqd.) Lumpsu 9999 1.00 12.68 12.68
m
173.84 537.90
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.74 5.38
m
175.58 543.28
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 26.34 81.49
m
Cost of 0.50 sqm 201.92 624.77
Cost of 1 sqm Sqm 403.83 1249.54 1653.37
099192 Area of slab over 0.5 Sqm but upto 1.0 Sqm
Detail of cost for 1 sqm
Materials
Cuddapah stone=1.00 sqm Wastage 5%=.05 Total=1.05 sqm
Cuddapah stone 40 mm thick above 0.5 sqm and upto 1.0sqm Sqm 9553 1200.00 1.05 1260.00
Cement mortar 1:4(1Cement: 4 Coarse sand) cum 1074.99 0.02 25.80
(Rate as per AOR Ch of cement mortar item no.11)
Labour:
Mason (brick layer) 1st class Day 0123 168.00 1.05 176.40
Beldar Day 0114 152.00 0.48 72.96
Coolie Day 0115 152.00 0.48 72.96
Sundries (no rates reqd.) Lumpsu 9999 1.00 24.38 24.38
m
346.70 1285.80
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 3.47 12.86
m
350.17 1298.66
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 52.53 194.80
m
Cost of 1 sqm Sqm 402.69 1493.46 1896.15
099193 Area of slab over 1.0 Sqm but upto 2.0 Sqm or larger
Detail of cost for 2 sqm
Materials
Cuddapah stone=2.00 sqm Wastage 5%=.10 Total=2.10 sqm
Cuddapah stone 40 mm thick above 1.0 sqm and upto 2.0sqm or Sqm 9554 1300.00 2.10 2730.00
larger

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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
Cement mortar 1:4(1Cement: 4 Coarse sand) cum 1074.99 0.03 29.02
(Rate as per AOR Ch of cement mortar item no.11)
Labour:
Mason (brick layer) 1st class Day 0123 168.00 2.10 352.80
Beldar Day 0114 152.00 0.98 148.96
Coolie Day 0115 152.00 0.98 148.96
Sundries (no rates reqd.) Lumpsu 9999 1.00 48.75 48.75
m
699.47 2759.02
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 6.99 27.59
m
706.46 2786.61
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 105.97 417.99
m
Cost of 2 sqm 812.43 3204.61 4017.04
Cost of 1 sqm Sqm 406.22 1602.30 2008.52
099200 Supplying and applying surface hardner for concrete floors ready
to use, specially graded, non metallic and mineral aggregate dry
shake surface hardner free from oil and grease to be sprinkled at 9
kg/sqm of surface area. Complete with finishing
Dry shake surface hardner Kg 8847 15.00 9.00 135.00
Labour
Mason (brick layer) 2nd class Day 0124 158.00 0.05 7.90
Beldar Day 0114 152.00 0.05 7.60
Sundries (no rates reqd.) Lumpsu 9999 1.00 2.00 2.00
m
17.50
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.18 1.35
m
17.68 136.35
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 2.65 20.45
m
Total Cost per sqm sqm 20.33 156.80 177.13

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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
099210 Providing and fixing 10mm (± 0.2mm) thick heavy duty, full-body
homogeneous, anti-algal, all weather resistant, exterior use Paving
vitrified tiles of size upto 400mmx400mm in approved shade,
colour & quality, having anti-skid matt finish surface with plain or
projected texture. Tiles to be laid on 20 mm average thick cement
mortar bed of 1:4 (1 cement : 4 coarse sand) with all labour,
material complete job

Detail of cost for 10 sqm (considering 10% wastage = 11 sqm)

Material
10mm (± 0.2mm) thick heavy duty vitrified tiles, size upto Sqm 8849 419.00 11.00 4609.00
400mmx400mm
Cement martor 1:4 Rate as per AOR chapter of cement martor cum - 1074.99 0.224 240.80
item no. 11
Labour
Mason (brick layer) 2nd class Day 0124 158.00 1.60 252.80
Coolie Day 0115 152.00 2.00 304.00
Skilled Beldar (for floor rubbing etc.) Day 0139 158.00 1.00 158.00
Bhisti Day 0101 158.00 1.00 158.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 50.00 50.00
m
922.80 4849.80
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 9.23 48.50
m
932.03 4898.30
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 139.80 734.74
m
Total cost for 10 sqm 1071.83 5633.04
Cost per sqm Sqm 107.18 563.30 670.49
099220 Providing and fixing 50 mm thick (size 300mmx300mm) M 30
grade precast concrete studded tiles in approved colour
manufactured by Vibro Compaction process using jointless FRP
moulds to achieve smooth joint finish. Tiles to be laid on 20 mm
average thick cement mortar base of 1:4 (1 cement : 4 coarse
sand) with all labour, material and transportation etc. as a
complete job

40 mm thick M30 grade precast concrete studded tiles Sqm 8850 600.00 11.00 6600.00
Cement martor 1:4 Rate as per AOR chapter of cement martor cum - 1074.99 0.224 240.80
item no. 11

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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
Labour
Mason (brick layer) 2nd class Day 0124 141.60 1.60 226.56
Coolie Day 0115 135.25 2.00 270.50
Skilled Beldar (for floor rubbing etc.) Day 0139 138.45 1.00 138.45
Bhisti Day 0101 138.45 1.00 138.45
Sundries (no rates reqd.) Lumpsu 9999 1.00 50.00 50.00
m
823.96 6840.80
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 8.24 68.41
m
832.20 6909.21
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 124.83 1036.38
m
Total cost for 10 sqm 957.03 7945.59
Cost per sqm Sqm 95.70 794.56 890.26
099230 Providing and fixing Group-25 Rectified Tiles of 10 mm ± 0.5 mm
thickness of sizes upto 605 mm x 605 mm on floors having skid
free, smooth surface of any colour, shade and design as approved
by Engineer Incharge having abrasion resistance of 25000
revolutions as per the PEI methodology; laid over 20 mm thick
cement mortar of 1:4 (1 cement : 4 coarse sand) and joints filled
with matching grouting material; complete work

Considering floor area of 10 sqm. Taking 10% wastage Qty = 11

sqm
Material Cost :
Group-25 Rectified Tiles of 10 mm ± 0.5 mm thickness of sizes Sqm 8857 1000.00 11.00 11000.00
upto 605 mm x 605 mm having abrasion resistance of 25000
revolutions as per PEI methodology
Grouting Material LS 9999 1.00 50.00 50.00
Labour Cost :
Mason (brick layer) 2nd class Day 0124 158.00 1.60 252.80
Coolie Day 0115 152.00 2.00 304.00
Bhisti Day 0101 158.00 1.00 158.00
Skilled Beldar (for floor rubbing etc.) Day 0139 158.00 1.00 158.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 20.00 20.00
m

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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
892.80 5000.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 8.93 50.00
m
901.73 5050.00
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 135.26 757.50
m
Cost for 10 Sqm 1036.99 5807.50 6844.49
Cost for 1 Sqm Sqm 103.70 580.75 684.45
099240 Providing & fixing Paving Slabs (Flag Stone) 400mm x 400mm x
80mm thick, manufactured with wet press vacuum dewatered
technology with pimple finish on top, having 5mm chamfer edges
in approved colour and crushing strength of 50 N/sq.mm to be
fixed on uniform bedding of 50mm thick fine sand and joints duly
filled with sand

Details of cost for 10 sqm.

Materials
400x400x80mm size Paving Slabs, manufactured with wet press Sqm 7074 1195.00 10.00 11950.00
vacuum dewatered technology with pimple finish on top, having
5mm chamfer edges in approved colour and crushing strength of
50 N/sq.mm
Fine sand (Zone IV) cum 0983 600.00 0.50 300.00
Labour:
Mason (brick layer) 1st class Day 0123 168.00 0.50 84.00
Mason (brick layer) 2nd class Day 0124 158.00 0.50 79.00
Beldar Day 0114 152.00 1.00 152.00
Coolie Day 0115 152.00 0.50 76.00
391.00 12250.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 3.91 122.50
m
394.91 12372.50
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 59.24 1855.88
m
Cost of 10 sqm 454.15 14228.38
Cost of 1 sqm Sqm 45.41 1422.84 1468.25

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Item Description Unit Rate Rate Quantity Labour Material Cost Labour &
No. Code (Rs.) Cost (Rs.) (Rs.) Material
Cost (Rs.)
099250 Providing & fixing 400x400x35mm thick reflective lacquer coated
cement designer tiles, manufactured in wet cast vibration system
in two layers, 10-12mm thick top layer consisting of graded stone
aggregates, silica sand, Bayer colour. Surface of tiles with anti-
skid texture with lacquer coating with flexural strength of 4
N/sq.mm, to be fixed on 20mm thick 1:4 cement mortar, as
directed by engineer-in-charge

Details of cost for 10 sqm.

Materials
400x400x35mm thick reflective lacquer coated cement designer Sqm 7075 485.00 10.00 4850.00
tiles, manufactured in two layers, 10-12mm thick top layer
consisting of graded stone aggregates, silica sand, Bayer colour
with anti-skid texture

Cement mortar 1:4 (1 Cement : 4 Coarse sand ) cum 0 1074.99 0.20 215.00
Labour:
Mason (brick layer) 2nd class Day 0124 158.00 1.60 252.80
Coolie Day 0115 152.00 2.00 304.00
Bhisti Day 0101 158.00 1.00 158.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 20.00 20.00
m
734.80 5065.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 7.35 50.65
m
742.15 5115.65
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 111.32 767.35
m
Cost of 10 sqm 853.47 5883.00
Cost of 1 sqm Sqm 85.35 588.30 673.65

Page 1286
 Chapter-9 : Flooring Paving And Dado

Remarks

Page 1287
 Chapter-9 : Flooring Paving And Dado

Remarks

Page 1288
 Chapter-9 : Flooring Paving And Dado

Remarks

Page 1289
 Chapter-9 : Flooring Paving And Dado

Remarks

Page 1290
 Chapter-9 : Flooring Paving And Dado

Remarks

Page 1291
 Chapter-9 : Flooring Paving And Dado

Remarks

1 0 0 0 0

Page 1292
 Chapter-9 : Flooring Paving And Dado

Remarks

9999 1

9999 1

Page 1293
 Chapter-9 : Flooring Paving And Dado

Remarks

9999 1
9999 1

Page 1294
 Chapter-9 : Flooring Paving And Dado

Remarks

-
-

Page 1295
 Chapter-26 : Mortars

CHAPTER - 26 : MORTARS

Item Description Unit Rate Rate Quantit Labour Material

No. Code (Rs.) y Cost Cost
(Rs.) (Rs.)
01 Lime mortar 1:1:1 (1 lime putty : 1 surkhi : 1 fine
Details of cost for 1 cum
sand)
Material:
Unslaked lime quinta 0773 600.00 3.010 1,806.00
l
(0.475 cum of Lime putty = 3.01 qtl of unslaked Lime)

Surkhi cum 1182 1058.00 0.475 502.55

Fine sand (Zone IV) cum 0983 600.00 0.475 285.00
Carriage:
0 LS 0 0.00 0.390 0.00
(3.01q unslaked lime = 0.39cum)
0 LS 0 0.00 0.475 0.00
0 LS 0 0.00 0.475 0.00
Labour :
For slaking lime,making lime putty, grinding,
measuring, carrying, depositing and mixing
Beldar Day 0114 152.00 0.900 136.80
Bhisti Day 0101 158.00 0.450 71.10
Average cost of running and upkeep of mortar mill Lump 9999 1.00 17.070 17.07
sum
Sundries (no rates reqd.) Lump 9999 1.00 8.580 8.58
sum
Cost of 1 cum cum 233.55 2593.55
02 Lime mortar 1:1.5:1.5(1 lime putty :1.5 surkhi:1.5 fine
sand)
Details of cost for 1 cum

Page 1296
 Chapter-26 : Mortars

Item Description Unit Rate Rate Quantit Labour Material

No. Code (Rs.) y Cost Cost
(Rs.) (Rs.)
Material:
Unslaked lime quinta 0773 600.00 2.250 1,350.00
l
0.356 cum of Lime putty = 2.25 qtl of unslaked Lime)

Surkhi cum 1182 1058.00 0.525 555.45

Fine sand (Zone IV) cum 0983 600.00 0.525 315.00
Carriage:
0 LS 0 0.00 0.290 0.00
2.25 qtl unslaked lime=0.29cum
(2.25x0.129=0.29cum)
0 LS 0 0.00 0.525 0.00
0 LS 0 0.00 0.525 0.00
Labour :
For slaking lime,making lime putty, grinding,
measuring, carrying, depositing and mixing
Beldar Day 0114 152.00 0.900 136.80
Bhisti Day 0101 158.00 0.450 71.10
Average cost of running and upkeep of mortar mill Lump 9999 1.00 17.070 17.07
sum
Sundries Lump 9999 1.00 8.580 8.58
sum
Cost of 1 cum cum 233.55 2,220.45
03 Lime mortar 1:2 (1 lime : 2 surkhi )
Details of cost for 1 cum
Material:
Unslaked lime quinta 0773 600.00 3.010 1,806.00
l

Page 1297
 Chapter-26 : Mortars

Item Description Unit Rate Rate Quantit Labour Material

No. Code (Rs.) y Cost Cost
(Rs.) (Rs.)
(0.475 cum of lime putty) = 3.01 qtl of unslaked lime

Surkhi cum 1182 1058.00 0.950 1,005.10

Carriage:
0 LS 0 0.00 0.390 0.00
3.01q unslaked lime = 0.39cum
0 LS 0 0.00 0.950 0.00
Labour :
For slaking lime,making lime putty, grinding,
measuring, carrying, depositing and mixing
Beldar Day 0114 152.00 0.900 136.80
Bhisti Day 0101 158.00 0.450 71.10
Average cost of running and upkeep of mortar mill Lump 9999 1.00 17.070 17.07
sum
Sundries (no rates reqd.) Lump 9999 1.00 8.580 8.58
sum
Cost of 1 cum cum 233.55 2811.10
04 Lime mortar 1:3 (1 lime : 3 surkhi )
Details of cost for 1 cum
Material:
Unslaked lime quinta 0773 600.00 2.250 1,350.00
l
(0.356 cum of lime putty) = 2.25 qtl of unslaked lime

Surkhi cum 1182 1058.00 1.050 1,110.90

Carriage:
0 LS 0 0.00 0.290 0.00
0 LS 0 0.00 1.050 0.00
Labour :

Page 1298
 Chapter-26 : Mortars

Item Description Unit Rate Rate Quantit Labour Material

No. Code (Rs.) y Cost Cost
(Rs.) (Rs.)
For slaking lime,making lime putty, grinding,
measuring, carrying, depositing and mixing
Beldar Day 0114 152.00 0.900 136.80
Bhisti Day 0101 158.00 0.450 71.10
Average cost of running and upkeep of mortar mill Lump 9999 1.00 17.070 17.07
sum
Sundries (no rates reqd.) Lump 9999 1.00 8.580 8.58
sum
Cost of 1 cum cum 233.55 2,460.90
05 Cement Lime mortar 1:2:9 (1cement:2 lime putty : 9
Details
fine of )cost for 1 cum
sand
Material:
Portland Cement free (rate not required) Tonn 0367 0.00 0.170 0.00
e
0.119cum of cement =0.17 tonne
Unslaked lime quinta 0773 600.00 1.510 906.00
l
(0.238 cum of lime putty = 1.51 qtl of unslaked lime)

Fine sand (Zone IV) cum 0983 600.00 1.070 642.00

Carriage:
0 LS 0 0.00 0.170 0.00
0 LS 0 0.00 0.200 0.00
0 LS 0 0.00 1.070 0.00
Labour :
For slaking lime,making lime putty, grinding,
measuring, carrying, depositing and mixing
Beldar Day 0114 152.00 0.900 136.80
Bhisti Day 0101 158.00 0.450 71.10

Page 1299
 Chapter-26 : Mortars

Item Description Unit Rate Rate Quantit Labour Material

No. Code (Rs.) y Cost Cost
(Rs.) (Rs.)
Hire and running charges of mechanical mixer Lump 9999 1.00 17.070 17.07
sum
Average cost of running and upkeep of mortar mill Lump 9999 1.00 17.070 17.07
sum
Sundries (no rates reqd.) Lump 9999 1.00 8.580 8.58
sum
Cost of 1 cum cum 250.62 1548.00
06 Lime mortar 1:2 (1 kankar lime : 2 coarse sand )
Details of cost for 1 cum
Material:
Unslaked lime quinta 0773 600.00 3.010 1,806.00
l
Coarse sand (Zone III) cum 0982 850.00 0.950 807.50
Carriage:
0 LS 0 0.00 0.390 0.00
0 LS 0 0.00 0.950 0.00
Labour :
For slaking lime,making lime putty, grinding,
measuring, carrying, depositing and mixing
Beldar Day 0114 152.00 0.900 136.80
Bhisti Day 0101 158.00 0.450 71.10
Average cost of running and upkeep of mortar mill Lump 9999 1.00 17.070 17.07
sum
Sundries (no rates reqd.) Lump 9999 1.00 8.580 8.58
sum
Cost of 1 cum cum 233.55 2613.50
07 Lime mortar 1:2 (1 lime : 2 Fine sand )
Details of cost for 1 cum
Material:

Page 1300
 Chapter-26 : Mortars

Item Description Unit Rate Rate Quantit Labour Material

No. Code (Rs.) y Cost Cost
(Rs.) (Rs.)
Unslaked lime quinta 0773 600.00 3.010 1,806.00
l
(0.475 cum of lime putty ) = 3.01 qtl of unslaked lime

Fine sand (Zone IV) cum 0983 600.00 0.950 570.00

Carriage:
0 LS 0 0.00 0.390 0.00
3.01q unslaked lime = 0.39cum
0 LS 0 0.00 0.950 0.00
Labour :
For slaking lime,making lime putty, grinding,
measuring, carrying, depositing and mixing
Beldar Day 0114 152.00 0.900 136.80
Bhisti Day 0101 158.00 0.450 71.10
Average cost of running and upkeep of mortar mill Lump 9999 1.00 17.070 17.07
sum
Sundries (no rates reqd.) Lump 9999 1.00 8.580 8.58
sum
Cost of 1 cum cum 233.55 2,376.00
08 Cement mortar 1:3 (1 Cement : 3 Coarse sand )

Details of cost for 1 cum

Material:
(0.357 cum of cement = 0.51 tonne)
Portland Cement free (rate not required) Tonn 0367 0.00 0.510 0.00
e
0 LS 0 0.00 0.510 0.00
Coarse sand (Zone III) cum 0982 850.00 1.070 909.50
0 LS 0 0.00 1.070 0.00

Page 1301
 Chapter-26 : Mortars

Item Description Unit Rate Rate Quantit Labour Material

No. Code (Rs.) y Cost Cost
(Rs.) (Rs.)
Labour :
For measuring,carrying,depositing and mixing
Beldar Day 0114 152.00 0.750 114.00
Bhisti Day 0101 158.00 0.070 11.06
Hire and running charges of mechanical mixer Lump 9999 1.00 26.910 26.91
sum
Sundries (no rates reqd.) Lump 9999 1.00 13.520 13.52
sum
Cost of 1 cum cum 165.49 909.50
09 Cement mortar 1:2 (1 Cement : 2 Coarse sand )

Details of cost for 1 cum

Material:
(0.476 cum of cement = 0.68 tonne)
Portland Cement free (rate not required) Tonn 0367 0.00 0.680 0.00
e
0 LS 0 0.00 0.680 0.00
Coarse sand (Zone III) cum 0982 850.00 0.950 807.50
0 LS 0 0.00 0.950 0.00
Labour :
For measuring,carrying,depositing and mixing
Beldar Day 0114 152.00 0.750 114.00
Bhisti Day 0101 158.00 0.070 11.06
Hire and running charges of mechanical mixer Lump 9999 1.00 26.910 26.91
sum
Sundries (no rates reqd.) Lump 9999 1.00 13.520 13.52
sum
Cost of 1 cum cum 165.49 807.50
10 Cement mortar 1:3 (1 Cement : 3 Fine sand )

Page 1302
 Chapter-26 : Mortars

Item Description Unit Rate Rate Quantit Labour Material

No. Code (Rs.) y Cost Cost
(Rs.) (Rs.)
Details of cost for 1 cum
Material:
(0.375 cum of cement = 0.51 tonne)
Portland Cement free (rate not required) Tonn 0367 0.00 0.510 0.00
e
0 LS 0 0.00 0.510 0.00
Fine sand (Zone IV) cum 0983 600.00 1.070 642.00
0 LS 0 0.00 1.070 0.00
Labour :
For measuring,carrying,depositing and mixing
Beldar Day 0114 152.00 0.750 114.00
Bhisti Day 0101 158.00 0.070 11.06
Hire and running charges of mechanical mixer Lump 9999 1.00 26.910 26.91
sum
Sundries (no rates reqd.) Lump 9999 1.00 13.520 13.52
sum
Cost of 1 cum cum 165.49 642.00
11 Cement mortar 1:4 (1 Cement : 4 Coarse sand )

Details of cost for 1 cum

Material:
(0.268 cum of cement = 0.38 tonne)
Portland Cement free (rate not required) Tonn 0367 0.00 0.380 0.00
e
0 LS 0 0.00 0.380 0.00
Coarse sand (Zone III) cum 0982 850.00 1.070 909.50
0 LS 0 0.00 1.070 0.00
Labour :
For measuring,carrying,depositing and mixing

Page 1303
 Chapter-26 : Mortars

Item Description Unit Rate Rate Quantit Labour Material

No. Code (Rs.) y Cost Cost
(Rs.) (Rs.)
Beldar Day 0114 152.00 0.750 114.00
Bhisti Day 0101 158.00 0.070 11.06
Hire and running charges of mechanical mixer Lump 9999 1.00 26.910 26.91
sum
Sundries (no rates reqd.) Lump 9999 1.00 13.520 13.52
sum
Cost of 1 cum cum 165.49 909.50
12 Cement mortar 1:6 (1 Cement : 6 Coarse sand )

Details of cost for 1 cum

Material:
(0.178 cum of cement = 0.25 tonne)
Portland Cement free (rate not required) Tonn 0367 0.00 0.250 0.00
e
0 LS 0 0.00 0.250 0.00
Coarse sand (Zone III) cum 0982 850.00 1.070 909.50
0 LS 0 0.00 1.070 0.00
Labour :
For measuring,carrying,depositing and mixing
Beldar Day 0114 152.00 0.750 114.00
Bhisti Day 0101 158.00 0.070 11.06
Hire and running charges of mechanical mixer Lump 9999 1.00 26.910 26.91
sum
Sundries (no rates reqd.) Lump 9999 1.00 13.520 13.52
sum
Cost of 1 cum cum 165.49 909.50
13 Cement lime mortar 1:1:6 (1 cement : 1 lime putty : 6
fine sand)
Details of cost for 1 cum

Page 1304
 Chapter-26 : Mortars

Item Description Unit Rate Rate Quantit Labour Material

No. Code (Rs.) y Cost Cost
(Rs.) (Rs.)
Material:
(0.178 cum of cement = 0.25 tonne)
Portland Cement free (rate not required) Tonn 0367 0.00 0.250 0.00
e
0 LS 0 0.00 0.250 0.00
(0.178 cum of lime putty = 1.13 q of unslaked lime)
Unslaked lime quinta 0773 600.00 1.130 678.00
l
0 LS 0 0.00 0.150 0.00
(1.13 q of unslacked lime = 0.15 cum)
Fine sand (Zone IV) cum 0983 600.00 1.070 642.00
0 LS 0 0.00 1.070 0.00
Labour :
For slaking lime,making lime putty, grinding,
measuring, carrying, depositing and mixing
Beldar Day 0114 152.00 0.900 136.80
Bhisti Day 0101 158.00 0.450 71.10
Hire and running charges of mechanical mixer Lump 9999 1.00 17.070 17.07
sum
Average cost of running and upkeep of mortar mill Lump 9999 1.00 17.070 17.07
sum
Sundries (no rates reqd.) Lump 9999 1.00 8.320 8.32
sum
Cost of 1 cum cum 250.36 1320.00
14 Cement lime mortar 1:1:6 (1 cement:1 lime putty:6
coarse sand)
(0.178 cum of cement = 0.25 tonne)
Portland Cement free (rate not required) Tonn 0367 0.00 0.250 0.00
e

Page 1305
 Chapter-26 : Mortars

Item Description Unit Rate Rate Quantit Labour Material

No. Code (Rs.) y Cost Cost
(Rs.) (Rs.)
0 LS 0 0.00 0.250 0.00
(0.178 cum of lime putty = 1.13 q of unslaked lime)
Unslaked lime quinta 0773 600.00 1.130 678.00
l
0 LS 0 0.00 0.150 0.00
(1.13 q of unslacked lime = 0.15 cum)
Coarse sand (Zone III) cum 0982 850.00 1.070 909.50
0 LS 0 0.00 1.070 0.00
Labour :
For slaking lime,making lime putty, grinding,
measuring, carrying, depositing and mixing
Beldar Day 0114 152.00 0.900 136.80
Bhisti Day 0101 158.00 0.450 71.10
Hire and running charges of mechanical mixer Lump 9999 1.00 28.160 28.16
sum
Average cost of running and upkeep of mortar mill Lump 9999 1.00 28.160 28.16
sum
Sundries (no rates reqd.) Lump 9999 1.00 8.580 8.58
sum
Cost of 1 cum cum 272.80 1587.50
15 Cement mortar 1:4 (1 cement : 4 fine sand)
Material:
(0.268 cum of cement = 0.38 tonne)
Portland Cement free (rate not required) Tonn 0367 0.00 0.380 0.00
e
0 LS 0 0.00 0.380 0.00
Fine sand (Zone IV) cum 0983 600.00 1.070 642.00
0 LS 0 0.00 1.070 0.00
Labour :

Page 1306
 Chapter-26 : Mortars

Item Description Unit Rate Rate Quantit Labour Material

No. Code (Rs.) y Cost Cost
(Rs.) (Rs.)
For measuring,carrying,depositing and mixing
Beldar Day 0114 152.00 0.750 114.00
Bhisti Day 0101 158.00 0.070 11.06
Hire and running charges of mechanical mixer Lump 9999 1.00 26.910 26.91
sum
Sundries (no rates reqd.) Lump 9999 1.00 13.520 13.52
sum
Cost of 1 cum cum 165.49 642.00
16 Cement mortar 1:6 (1 Cement : 6 Fine sand )
Details of cost for 1 cum
Material:
(0.178 cum of cement = 0.25 tonne)
Portland Cement free (rate not required) Tonn 0367 0.00 0.250 0.00
e
0 LS 0 0.00 0.250 0.00
Fine sand (Zone IV) cum 0983 600.00 1.070 642.00
0 LS 0 0.00 1.070 0.00
Labour :
For measuring,carrying,depositing and mixing
Beldar Day 0114 152.00 0.750 114.00
Bhisti Day 0101 158.00 0.070 11.06
Hire and running charges of mechanical mixer L.S. 9999 1.00 26.910 26.91
Sundries L.S. 9999 1.00 13.520 13.52
Cost of 1 cum cum 165.49 642.00
17 Cement mortar 1:3 (1 Cement : 3 Coarse sand )

Details of cost for 1 cum

Material:
(0.357 cum of cement = 0.51 tonne)

Page 1307
 Chapter-26 : Mortars

Item Description Unit Rate Rate Quantit Labour Material

No. Code (Rs.) y Cost Cost
(Rs.) (Rs.)
Portland Cement free (rate not required) Tonn 0367 0.00 0.510 0.00
e
0 LS 0 0.00 0.510 0.00
Coarse sand (Zone III) cum 0982 850.00 1.070 909.50
0 LS 0 0.00 1.070 0.00
Labour :
For measuring,carrying,depositing and mixing
Beldar Day 0114 152.00 0.750 114.00
Bhisti Day 0101 158.00 0.070 11.06
Hire and running charges of mechanical mixer Lump 9999 1.00 26.910 26.91
sum
Sundries (no rates reqd.) Lump 9999 1.00 13.520 13.52
sum
Cost of 1 cum cum 165.49 909.50
18 Cement mortar 1:1 (1 Cement : 1 Fine sand )
Details of cost for 1 cum
Material:
(0.7175 cum of cement = 1.02 tonne)
Portland Cement free (rate not required) Tonn 0367 0.00 1.020 0.00
e
0 LS 0 0.00 1.020 0.00
Fine sand (Zone IV) cum 0983 600.00 0.713 427.50
0 LS 0 0.00 0.713 0.00
Labour :
For measuring,carrying,depositing and mixing
Beldar Day 0114 152.00 0.750 114.00
Bhisti Day 0101 158.00 0.070 11.06
Hire and running charges of mechanical mixer Lump 9999 1.00 26.910 26.91
sum

Page 1308
 Chapter-26 : Mortars

Item Description Unit Rate Rate Quantit Labour Material

No. Code (Rs.) y Cost Cost
(Rs.) (Rs.)
Sundries (no rates reqd.) Lump 9999 1.00 13.520 13.52
sum
Cost of 1 cum cum 165.49 427.50
19 Cement mortar 1:2 (1 Cement : 2 Fine sand )
Details of cost for 1 cum
Material:
(0.475 cum of cement = 0.68 tonne)
Portland Cement free (rate not required) Tonn 0367 0.00 0.680 0.00
e
0 LS 0 0.00 0.680 0.00
Fine sand (Zone IV) cum 0983 600.00 0.950 570.00
0 LS 0 0.00 0.950 0.00
Labour :
For measuring,carrying,depositing and mixing
Beldar Day 0114 152.00 0.750 114.00
Bhisti Day 0101 158.00 0.070 11.06
Hire and running charges of mechanical mixer Lump 9999 1.00 26.910 26.91
sum
Sundries (no rates reqd.) Lump 9999 1.00 13.520 13.52
sum
Cost of 1 cum cum 165.49 570.00
20 Cement mortar 1:5 (1 Cement : 5 Fine sand )
Details of cost for 1 cum
Material:
(0.214 cum of cement = 0.31 tonne)
Portland Cement free (rate not required) Tonn 0367 0.00 0.310 0.00
e
0 LS 0 0.00 0.310 0.00
Fine sand (Zone IV) cum 0983 600.00 1.070 642.00

Page 1309
 Chapter-26 : Mortars

Item Description Unit Rate Rate Quantit Labour Material

No. Code (Rs.) y Cost Cost
(Rs.) (Rs.)
0 LS 0 0.00 1.070 0.00
Labour :
For measuring,carrying,depositing and mixing
Beldar Day 0114 152.00 0.750 114.00
Bhisti Day 0101 158.00 0.070 11.06
Hire and running charges of mechanical mixer Lump 9999 1.00 26.910 26.91
sum
Sundries (no rates reqd.) Lump 9999 1.00 13.520 13.52
sum
Cost of 1 cum cum 165.49 642.00
21 Cement mortar 1:5 (1 Cement : 5 Coarse sand )

Details of cost for 1 cum

Material:
(0.214 cum of cement = 0.31 tonne)
Portland Cement free (rate not required) Tonn 0367 0.00 0.310 0.00
e
0 LS 0 0.00 0.310 0.00
Coarse sand (Zone III) cum 0982 850.00 1.070 909.50
0 LS 0 0.00 1.070 0.00
Labour :
For measuring,carrying,depositing and mixing
Beldar Day 0114 152.00 0.750 114.00
Bhisti Day 0101 158.00 0.070 11.06
Hire and running charges of mechanical mixer Lump 9999 1.00 26.910 26.91
sum
Sundries (no rates reqd.) Lump 9999 1.00 13.520 13.52
sum
Cost of 1 cum cum 165.49 909.50

Page 1310
 Chapter-26 : Mortars

Item Description Unit Rate Rate Quantit Labour Material

No. Code (Rs.) y Cost Cost
(Rs.) (Rs.)
22 Cement lime mortar 1:1:1 (1Lime putty:1Surkhi:1Fine
Details
sand) of cost for 1 cum
Material:
(0.134 cum of cement = 0.19 tonne)
Portland Cement free (rate not required) Tonn 0367 0.00 0.190 0.00
e
0 LS 0 0.00 0.190 0.00
(0.134 cum of lime putty = 0.84q of unslaked lime)
Unslaked lime quinta 0773 600.00 0.840 504.00
l
(0.11 cum of unslaked lime = 0.84 q)
0 LS 0 0.00 0.110 0.00
Fine sand (Zone IV) cum 0983 600.00 1.070 642.00
0 LS 0 0.00 1.070 0.00
Labour :
For slaking lime,making lime putty, grinding,
measuring, carrying, depositing and mixing
Beldar Day 0114 152.00 0.900 136.80
Bhisti Day 0101 158.00 0.450 71.10
Hire and running charges of mechanical mixer Lump 9999 1.00 10.350 10.35
sum
Average cost of running and upkeep of mortar mill Lump 9999 1.00 17.070 17.07
sum
Sundries (no rates reqd.) Lump 9999 1.00 8.580 8.58
sum
Cost of 1 cum cum 243.90 1146.00
23 Cement mortar 1:2 (1 Cement : 2 Stone dust )
Details of cost for 1 cum
Material:

Page 1311
 Chapter-26 : Mortars

Item Description Unit Rate Rate Quantit Labour Material

No. Code (Rs.) y Cost Cost
(Rs.) (Rs.)
(0.475 cum of cement = 0.68 tonne)
Portland Cement free (rate not required) Tonn 0367 0.00 0.680 0.00
e
0 LS 0 0.00 0.680 0.00
Stone dust cum 1159 1000.00 0.950 950.00
0 LS 0 0.00 0.950 0.00
Labour :
For measuring,carrying,depositing and mixing
Beldar Day 0114 152.00 0.750 114.00
Bhisti Day 0101 158.00 0.070 11.06
Hire and running charges of mechanical mixer Lump 9999 1.00 26.910 26.91
sum
Sundries (no rates reqd.) Lump 9999 1.00 13.520 13.52
sum
Cost of 1 cum cum 165.49 950.00
24 Cement lime mortar 1:1:8 (1 cement:1Lime putty:8
Fine sand)
Details of cost for 1 cum
Material:
Portland Cement free (rate not required) Tonn 0367 0.00 0.190 0.00
e
(0.134 cum of cement = 0.19 tonne)
0 LS 0 0.00 0.190 0.00
(0.134 cum of lime putty = 0.84q of unslaked lime)
Unslaked lime quinta 0773 600.00 0.840 504.00
l
(0.11 cum of unslaked lime = 0.84 q)
0 LS 0 0.00 0.110 0.00
Fine sand (Zone IV) cum 0983 600.00 1.070 642.00

Page 1312
 Chapter-26 : Mortars

Item Description Unit Rate Rate Quantit Labour Material

No. Code (Rs.) y Cost Cost
(Rs.) (Rs.)
0 LS 0 0.00 1.070 0.00
Labour :
For slaking lime,making lime putty, grinding,
measuring, carrying, depositing and mixing
Beldar Day 0114 152.00 0.900 136.80
Bhisti Day 0101 158.00 0.450 71.10
Hire and running charges of mechanical mixer Lump 9999 1.00 17.070 17.07
sum
Average cost of running and upkeep of mortar mill Lump 9999 1.00 17.070 17.07
sum
Sundries (no rates reqd.) Lump 9999 1.00 8.580 8.58
sum
Cost of 1 cum cum 250.62 1146.00
25 White cement mortar 1:3 (1white cement : 3 marble
dust)
Details of cost for 1 cum
Material:
White Cement Tonn 0368 ### 0.510 8,670.00
e
0 LS 0 0.00 0.510 0.00
Marble dust powder cum 0784 1200.00 1.070 1,284.00
0 LS 0 0.00 1.070 0.00
Labour :
For measuring,carrying, depositing and mixing
Beldar Day 0114 152.00 0.750 114.00
Bhisti Day 0101 158.00 0.070 11.06
Hire and running charges of mechanical mixer Lump 9999 1.00 26.910 26.91
sum

Page 1313
 Chapter-26 : Mortars

Item Description Unit Rate Rate Quantit Labour Material

No. Code (Rs.) y Cost Cost
(Rs.) (Rs.)
Sundries (no rates reqd.) Lump 9999 1.00 13.520 13.52
sum
Cost of 1 cum cum 165.49 9954.00
26 White cement mortar 1:2 (1white cement :2 marble
dust)
Details of cost for 1 cum
Material:
White Cement Tonn 0368 ### 0.680 ###
e
0 LS 0 0.00 0.680 0.00
Marble dust powder cum 0784 1200.00 0.950 1,140.00
0 LS 0 0.00 0.950 0.00
Labour :
For measuring,carrying, depositing and mixing
Beldar Day 0132 158.00 0.750 118.50
Bhisti Day 0125 158.00 0.070 11.06
Hire and running charges of mechanical mixer Lump 9999 1.00 26.910 26.91
sum
Sundries (no rates reqd.) Lump 9999 1.00 13.520 13.52
sum
Cost of 1 cum cum 169.99 ###
27 Mud Mortar
Material:
Mud (dry) cum 0811 150.00 1.08 162.00
Labour :
Beldar Day 0114 152.00 0.63 95.76
Bhisti Day 0101 158.00 0.315 49.77
Sundries (no rates reqd.) Lump 9999 1.00 6.45 6.45
sum

Page 1314
 Chapter-26 : Mortars

Item Description Unit Rate Rate Quantit Labour Material

No. Code (Rs.) y Cost Cost
(Rs.) (Rs.)
Cost of 1 cum cum 151.98 162.00
28 Gobri Mortar
Material:
Cow Dung cum 9642 200.00 0.540 108.00
Mud (dry) cum 0811 150.00 0.54 81.00
Labour :
Beldar Day 0114 152.00 0.63 95.76
Bhisti Day 0101 158.00 0.315 49.77
Sundries (no rates reqd.) Lump 9999 1.00 6.45 6.45
sum
Cost of 1 cum cum 151.98 189.00
29 White Cement lime mortar 1/4:1:1:1 (1/4
cement:1Lime putty:1stone dust:1 marble)
Details of cost for 1 cum
Material:
Unslaked lime quinta 0773 600.00 2.790 1674.00
l
(0.44 cum of lime putty = 2.79 q of unslaked lime) 0.00
carriage 0.00
Marble dust powder cum 0784 1200.00 0.440 528.00
carriage 0.00
Stone dust cum 1159 1000.00 0.440 440.00
carriage 0.00
White Cement Tonn 0368 ### 0.16 2720.00
e
Labour :
For slaking lime,making lime putty, grinding,
measuring, carrying, depositing and mixing

Page 1315
 Chapter-26 : Mortars

Item Description Unit Rate Rate Quantit Labour Material

No. Code (Rs.) y Cost Cost
(Rs.) (Rs.)
Hire and running charges of mechanical mixer Lump 9999 1.00 26.910 26.91
sum
Sundries (no rates reqd.) Lump 9999 1.00 13.520 13.52
sum
Cost of 1 cum cum 40.43 5,362.00
30 Admixture of white cement lime putty marble dust
and stone dust in proportion ¼:1:1:1 (¼white cement:
1lime putty: 1marble dust: 1stone dust)
Detail of cost for 1 cum.
White Cement Tonn 0368 ### 0.175 2,975.00
e
0 LS 0 0.00 0.175 0.00
Marble dust powder cum 0784 1200.00 0.375 450.00
Stone dust cum 1159 1000.00 0.375 375.00
Lime putty. quinta 0785 1950.00 6.500 ###
l
0 LS 0 0.00 1.250 0.00

Labour :
For measuring,carrying, depositing and mixing
Beldar Day 0114 152.00 0.750 114.00
Bhisti Day 0101 158.00 0.070 11.06
Hire and running charges of mechanical mixer Lump 9999 1.00 15.50 15.50
sum
Sundries (no rates reqd.) Lump 9999 1.00 13.520 13.52
sum
Cost of 1 cum cum 154.08 ###
31 Cement lime mortar 1:1:9 (1 cement:1Lime putty:9
Fine sand)

Page 1316
 Chapter-26 : Mortars

Item Description Unit Rate Rate Quantit Labour Material

No. Code (Rs.) y Cost Cost
(Rs.) (Rs.)
Material:
10 0387 2875.00 0.173 0.00
Nos
(0.1218 cum of cement = 0.173 tonne)
Unslaked lime quinta 0773 600.00 0.764 458.40
l
(0.1218 cum of lime putty = 0.764q of unslaked lime)

Fine sand (Zone IV) cum 0983 600.00 1.204 722.40

(0.1 cum of unslaked lime = 0.764 q)
0 LS 0 0.00 0.100 0.00
Mild steel square bars quinta 1006 3500.00 0.00
l
0 LS 0 0.00 1.000 0.00
Labour : 1.204
For slaking lime,making lime putty, grinding,
measuring, carrying, depositing and mixing
Beldar Day 0114 152.00 0.900 136.80
Bhisti Day 0101 158.00 0.450 71.10
Hire and running charges of mechanical mixer Lump 9999 1.00 17.070 17.07
sum
Average cost of running and upkeep of mortar mill Lump 9999 1.00 17.070 17.07
sum
Sundries (no rates reqd.) Lump 9999 1.00 8.580 8.58
sum
Cost of 1 cum cum 250.62 1180.80

Page 1317
 Chapter-26 : Mortars

Labour & Remark

Material s
Cost (Rs.)

###

2827.10

Page 1318
 Chapter-26 : Mortars

Labour & Remark

Material s
Cost (Rs.)

2454.00

Page 1319
 Chapter-26 : Mortars

Labour & Remark

Material s
Cost (Rs.)

3044.65

Page 1320
 Chapter-26 : Mortars

Labour & Remark

Material s
Cost (Rs.)

2694.45

###

Page 1321
 Chapter-26 : Mortars

Labour & Remark

Material s
Cost (Rs.)

1798.62

2847.05

Page 1322
 Chapter-26 : Mortars

Labour & Remark

Material s
Cost (Rs.)

2609.55

Page 1323
 Chapter-26 : Mortars

Labour & Remark

Material s
Cost (Rs.)

1074.99

972.99

Page 1324
 Chapter-26 : Mortars

Labour & Remark

Material s
Cost (Rs.)

807.00

Page 1325
 Chapter-26 : Mortars

Labour & Remark

Material s
Cost (Rs.)

1074.99

1074.99

Page 1326
 Chapter-26 : Mortars

Labour & Remark

Material s
Cost (Rs.)

1570.40

Page 1327
 Chapter-26 : Mortars

Labour & Remark

Material s
Cost (Rs.)

1860.30

Page 1328
 Chapter-26 : Mortars

Labour & Remark

Material s
Cost (Rs.)

807.49

807.00

Page 1329
 Chapter-26 : Mortars

Labour & Remark

Material s
Cost (Rs.)

1075.00

Page 1330
 Chapter-26 : Mortars

Labour & Remark

Material s
Cost (Rs.)

593.00

735.50

Page 1331
 Chapter-26 : Mortars

Labour & Remark

Material s
Cost (Rs.)

807.50

1075.00

Page 1332
 Chapter-26 : Mortars

Labour & Remark

Material s
Cost (Rs.)

1389.90

Page 1333
 Chapter-26 : Mortars

Labour & Remark

Material s
Cost (Rs.)

1115.50

Page 1334
 Chapter-26 : Mortars

Labour & Remark

Material s
Cost (Rs.)

1396.60

Page 1335
 Chapter-26 : Mortars

Labour & Remark

Material s
Cost (Rs.)

10119.50

12870.00

Page 1336
 Chapter-26 : Mortars

Labour & Remark

Material s
Cost (Rs.)
314.00

341.00

Page 1337
 Chapter-26 : Mortars

Labour & Remark

Material s
Cost (Rs.)

5402.43

16,629.08 ###

Page 1338
 Chapter-26 : Mortars

Labour & Remark

Material s
Cost (Rs.)

1431.40

Page 1339
 Chapter-12 : Painting, Polishing Varnishing

CHAPTER 12 : PAINTING, POLISHING & VARNISHING

Ref. Item Item No. Description Unit Rate Rate Quantity Labour Material
no. Code (Rs.) Cost (Rs.) Cost (Rs.)

121010 Applying Priming Coat :

DSR13.50 121011 With ready mixed pink or grey primer of
.1 approved brand and manufacture on
woodwork (hard and soft wood)

Details of cost for 10 sqm

Materials -
Pink primer (for wood) litre 0823 90 0.75 67.50
Putty Lumps 9999 1 2.73 2.73
um
Carriage Lumps 9999 1 0.39 0.39
um
Labour-
Painter Day 0131 158 0.25 39.50
Coolie Day 0115 152 0.25 38.00
Brushes ,sand papers etc. Lumps 9999 1 5.33 5.33
um
Sundries (no rates reqd.) Lumps 9999 1 10.79 10.79
um
93.62 70.62
Add for Water Charges @1% (no rates Lumps 9997 0.01 0.94 0.71
reqd.) um
94.56 71.33
Add for Contractor’s Profit and Lumps 9998 0.15 14.18 10.70
Overheads @ 15% (no rates reqd.) um
Cost of 10.00 sqm 108.74 82.03
Cost of 1.00 sqm Sqm 10.87 8.20

Page 1340
 Chapter-12 : Painting, Polishing Varnishing

Ref. Item Item No. Description Unit Rate Rate Quantity Labour Material
no. Code (Rs.) Cost (Rs.) Cost (Rs.)

DSR13.50.2 121012 With ready mixed aluminium primer of approved

brand and manufacture on resinous wood and
plywood
Details of cost for 10 sqm
Materials -
Aluminium primer litre 4201 90 0.75 67.50
Putty Lumpsu 9999 1 2.73 2.73
m
Carriage Lumpsu 9999 1 0.39 0.39
m
Labour-
Painter Day 0131 158 0.25 39.50
Coolie Day 0115 152 0.25 38.00
Brushes ,sand papers etc. Lumpsu 9999 1 5.33 5.33
m
Sundries (no rates reqd.) Lumpsu 9999 1 10.79 10.79
m
93.62 70.62
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.94 0.71
m
94.56 71.33
Add for Contractor’s Profit and Overheads @ Lumpsu 9998 0.15 14.18 10.70
15% (no rates reqd.) m
Cost of 10.00 sqm 108.74 82.03
Cost of 1.00 sqm Sqm 10.87 8.20
DSR13.50.3 121013 With ready mixed red oxide zinc chromate
primer of approved brand and manufacture on
steel galvanized iron/steel works
Details of cost for 10 sqm
Materials -
Zinc chromate yellow primer litre 4202 80 0.54 43.20
Carriage of materials Lumpsu 9999 1 0.52 0.52
m
Labour-
Painter Day 0131 158 0.24 37.92

Page 1341
 Chapter-12 : Painting, Polishing Varnishing

Ref. Item Item No. Description Unit Rate Rate Quantity Labour Material
no. Code (Rs.) Cost (Rs.) Cost (Rs.)

Coolie Day 0115 152 0.24 36.48

Brushes ,sand papers including sundries. Lumpsu 9999 1 10.79 10.79
m
85.19 43.72
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.85 0.44
m
86.04 44.16
Add for Contractor’s Profit and Overheads @ Lumpsu 9998 0.15 12.91 6.62
15% (no rates reqd.) m
Cost of 10.00 sqm 98.95 50.78
Cost of 1.00 sqm Sqm 9.89 5.08
DSR13.50.4 121014 With ready mixed red oxide zinc chromate
primer of approved brand and manufacture on
steel work (second coat)
Details of cost for 10 sqm
Materials -
Zinc chromate yellow primer litre 4202 80 0.36 28.80
Carriage of materials Lumpsu 9999 1 0.39 0.39
m
Labour-
Painter Day 0131 158 0.12 18.96
Coolie Day 0115 152 0.12 18.24
Brushes ,sand papers including sundries. Lumpsu 9999 1 7.15 7.15
m
44.35 29.19
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.44 0.29
m
44.79 29.48
Add for Contractor’s Profit and Overheads @ Lumpsu 9998 0.15 6.72 4.42
15% (no rates reqd.) m
Cost of 10.00 sqm 51.51 33.90
Cost of 1.00 sqm Sqm 5.15 3.39

Page 1342
 Chapter-12 : Painting, Polishing Varnishing

Ref. Item Item No. Description Unit Rate Rate Quantity Labour Material
no. Code (Rs.) Cost (Rs.) Cost (Rs.)

DSR13.48.2 121020 Painting wood work with Deluxe Multi Surfaces

Paint of required shade. Two or more coat
applied @ 0.90ltr/ 10sqm over an under coat of
primer, applied @ 0.75ltr/ 10sqm of approved
brand or manufacture
Details of cost for 10 sqm
Materials -
Multi surface paint litre 8504 295 0.9 265.50
Special Primer (C.W.) litre 8509 90 0.75 67.50
Carriage of materials Lumpsu 9999 1 1.56 1.56
m
Labour-
Painter Day 0131 158 0.6 94.80
Coolie Day 0115 152 0.3 45.60
Bhisti Day 0101 158 0.05 7.90
Brushes ,sand papers etc. Lumpsu 9999 1 7.02 7.02
m
Sundries (no rates reqd.) Lumpsu 9999 1 8.06 8.06
m
163.38 334.56
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.63 3.35
m
165.01 337.91
Add for Contractor’s Profit and Overheads @ Lumpsu 9998 0.15 24.75 50.69
15% (no rates reqd.) m
Cost of 10.00 sqm 189.77 388.59
Cost of 1.00 sqm Sqm 18.98 38.86
DSR13.48.3 121030 Painting Steel work with Deluxe Multi Surface
Paint to give an even shade. Two or more coats
applied @ 0.90ltr/ 10sqm over an under coat of
primer applied @ 0.80ltr/ 10sqm of approved
Details of cost for 10 sqm
Materials -
Multi surface paint litre 8504 295 0.9 265.50
Metal Primer (U.G.) litre 8510 95 0.8 76.00

Page 1343
 Chapter-12 : Painting, Polishing Varnishing

Ref. Item Item No. Description Unit Rate Rate Quantity Labour Material
no. Code (Rs.) Cost (Rs.) Cost (Rs.)

Carriage of materials Lumpsu 9999 1 1.56 1.56

m
Labour-
Painter Day 0131 158 0.6 94.80
Coolie Day 0115 152 0.3 45.60
Bhisti Day 0101 158 0.05 7.90
Sundries (no rates reqd.) Lumpsu 9999 1 7.02 7.02
m
Sundries (no rates reqd.) Lumpsu 9999 1 8.06 8.06
m
163.38 343.06
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.63 3.43
m
165.01 346.49
Add for Contractor’s Profit and Overheads @ Lumpsu 9998 0.15 24.75 51.97
15% (no rates reqd.) m
Cost of 10.00 sqm 189.77 398.46
Cost of 1.00 sqm Sqm 18.98 39.85
DSR13.52 121040 Finishing with Epoxy paint (two or more coats) at
all locations prepared and applied as per
manufacturer’s specifications including
appropriate priming coat, preparation of surface
etc. complete
DSR13.52.1 121041 On steel work
Details of cost for 10 sqm
Priming coat
Materials -
Red oxide Zinc chromate primer litre 4202 80 0.75 60.00
Putty Lumpsu 9999 1 2.73 2.73
m
Carriage Lumpsu 9999 1 0.39 0.39
m
63.12
Labour-

Page 1344
 Chapter-12 : Painting, Polishing Varnishing

Ref. Item Item No. Description Unit Rate Rate Quantity Labour Material
no. Code (Rs.) Cost (Rs.) Cost (Rs.)

Painter Day 0131 158 0.25 39.50

Beldar Day 0114 152 0.25 38.00
Brushes ,sand papers etc. Lumpsu 9999 1 5.46 5.46
m
Sundries (no rates reqd.) Lumpsu 9999 1 10.66 10.66
m
93.62
Epoxy painting
Materials -
Epoxy paint litre 7239 345 1.25 431.25
Carriage of materials Lumpsu 9999 1 1.43 1.43
m
Labour-
Painter Day 0131 158 0.54 85.32
Beldar Day 0114 152 0.54 82.08
Putty ,Brushes ,sand papers etc. Lumpsu 9999 1 6.76 6.76
m
Sundries (no rates reqd.) Lumpsu 9999 1 8.06 8.06
m
275.84 495.80
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.76 4.96
m
278.60 500.76
Add for Contractor’s Profit and Overheads @ Lumpsu 9998 0.15 41.79 75.11
15% (no rates reqd.) m
Cost of 10.00 sqm 320.39 575.87
Cost of 1.00 sqm Sqm 32.04 57.59
DSR13.61 121050 Painting with synthetic enamel paint of approved
brand and manufacture to give an even shade

DSR13.61.1 121051 Two or more coats on new work

Details of cost for 10 sqm
Materials -

Page 1345
 Chapter-12 : Painting, Polishing Varnishing

Ref. Item Item No. Description Unit Rate Rate Quantity Labour Material
no. Code (Rs.) Cost (Rs.) Cost (Rs.)

Synthetic enamel paint in black or chocolate litre 0833 140 1.16 162.40
shade
Material for filling in hole and cracks Lumpsu 9999 1 5.33 5.33
m
Carriage Lumpsu 9999 1 1.43 1.43
m
Labour-
Painter Day 0131 158 0.54 85.32
Coolie Day 0115 152 0.54 82.08
Putty ,Brushes ,sand papers etc. Lumpsu 9999 1 6.76 6.76
m
Sundries (no rates reqd.) Lumpsu 9999 1 8.06 8.06
m
182.22 169.16
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.82 1.69
m
184.04 170.85
Add for Contractor’s Profit and Overheads @ Lumpsu 9998 0.15 27.61 25.63
15% (no rates reqd.) m
Cost of 10.00 sqm 211.65 196.48
Cost of 1.00 sqm Sqm 21.16 19.65
DSR14.54.1 121052 One or more coats on old work
Details of cost for 10 sqm
Materials -
Synthetic enamel paint in black or chocolate litre 0833 140 0.7 98.00
shade
Carriage Lumpsu 9999 1 0.52 0.52
m
Labour-
Painter Day 0131 158 0.36 56.88
Coolie Day 0115 152 0.36 54.72
Putty ,Brushes ,sand papers etc. Lumpsu 9999 1 8.06 8.06
m
Sundries (no rates reqd.) Lumpsu 9999 1 8.06 8.06
m

Page 1346
 Chapter-12 : Painting, Polishing Varnishing

Ref. Item Item No. Description Unit Rate Rate Quantity Labour Material
no. Code (Rs.) Cost (Rs.) Cost (Rs.)

127.72 98.52
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.28 0.99
m
129.00 99.51
Add for Contractor’s Profit and Overheads @ Lumpsu 9998 0.15 19.35 14.93
15% (no rates reqd.) m
Cost of 10.00 sqm 148.35 114.43
Cost of 1.00 sqm Sqm 14.83 11.44
DSR13.62 121060 Painting with synthetic enamel paint of approved
brand and manufacture of required colour to give
an even shade
DSR13.62.1 121061 Two or more coats on new work over an under
coat of suitable shade with ordinary paint of
approved brand and manufacture
Details of cost for 10 sqm
Materials -
Pink primer (for wood) litre 0823 90 0.75 67.50
Putty Lumpsu 9999 1 2.73 2.73
m
Carriage Lumpsu 9999 1 0.39 0.39
m
Labour-
Painter Day 0131 158 0.25 39.50
Coolie Day 0115 152 0.25 38.00
Brushes ,sand papers etc. Lumpsu 9999 1 5.33 5.33
m
Sundries (no rates reqd.) Lumpsu 9999 1 10.79 10.79
m
Synthetic enamel paint in black or chocolate litre 0833 140 1.16 162.40
shade
Carriage of paint and material Lumpsu 9999 1 1.43 1.43
m
Labour-
Painter Day 0131 158 0.54 85.32
Coolie Day 0115 152 0.54 82.08

Page 1347
 Chapter-12 : Painting, Polishing Varnishing

Ref. Item Item No. Description Unit Rate Rate Quantity Labour Material
no. Code (Rs.) Cost (Rs.) Cost (Rs.)

Brushes ,sand papers etc. Lumpsu 9999 1 6.76 6.76

m
Sundries (no rates reqd.) Lumpsu 9999 1 8.06 8.06
m
439.67 70.62
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 4.40 0.71
m
444.07 71.33
Add for Contractor’s Profit and Overheads @ Lumpsu 9998 0.15 66.61 10.70
15% (no rates reqd.) m
Cost of 10.00 sqm 510.68 82.03
Cost of 1.00 sqm Sqm 51.07 8.20
DSR13.53 121070 Painting on G.S. sheet with synthetic enamel
paint of approved brand and manufacture of
required colour to give an even shade
DSR13.53.1 121071 New work (two or more coats) including a coat of
approved steel primer but excluding a coat of
mordant solution
Details of cost for 10 sqm
Materials -
Steel primer litre 4202 80 0.36 28.80
Carriage Lumpsu 9999 1 0.39 0.39
m
Labour-
Painter Day 0131 158 0.12 18.96
Beldar Day 0114 152 0.12 18.24
Sundries (no rates reqd.) Lumpsu 9999 1 7.15 7.15
m
Materials -
Synthetic enamel paint litre 0834 160 0.8 128.00
Carriage Lumpsu 9999 1 1.43 1.43
m
Labour- 0.00
Painter Day 0131 158 0.54 85.32
Coolie Day 0115 152 0.54 82.08

Page 1348
 Chapter-12 : Painting, Polishing Varnishing

Ref. Item Item No. Description Unit Rate Rate Quantity Labour Material
no. Code (Rs.) Cost (Rs.) Cost (Rs.)

Putty ,Brushes ,sand papers etc. Lumpsu 9999 1 6.76 6.76

m
Sundries (no rates reqd.) Lumpsu 9999 1 8.06 8.06
m
356.00 29.19
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 3.56 0.29
m
359.56 29.48
Add for Contractor’s Profit and Overheads @ Lumpsu 9998 0.15 53.93 4.42
15% (no rates reqd.) m
Cost of 10.00 sqm 413.49 33.90
Cost of 1.00 sqm Sqm 41.35 3.39
DSR14.47.1 121072 Old work (One or more coats)

Details of cost for 10 sqm

Materials -
Roofing paint for iron sheets in red colour litre 0845 120 0.46 55.20
Carriage Lumpsu 9999 1 0.52 0.52
m
Labour-
Painter Day 0131 158 0.36 56.88
Coolie Day 0115 152 0.36 54.72
Putty ,Brushes ,sand papers etc. Lumpsu 9999 1 6.76 6.76
m
Sundries (no rates reqd.) Lumpsu 9999 1 8.06 8.06
m
126.42 55.72
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.26 0.56
m
127.68 56.28
Add for Contractor’s Profit and Overheads @ Lumpsu 9998 0.15 19.15 8.44
15% (no rates reqd.) m
Cost of 10.00 sqm 146.84 64.72
Cost of 1.00 sqm Sqm 14.68 6.47

Page 1349
 Chapter-12 : Painting, Polishing Varnishing

Ref. Item Item No. Description Unit Rate Rate Quantity Labour Material
no. Code (Rs.) Cost (Rs.) Cost (Rs.)

DSR13.54 121080 Applying a coat of mordant solution on G.S.

sheet

DSR13.54.1 121081 With a solution of 38gm Of copper acetate in a

liter of soft water
Details of cost for 25 sqm
Materials -
Copper acetate Kg 4203 312 0.038 11.86
Soft water Lumpsu 9999 1 0.7 0.70
m
Carriage Lumpsu 9999 1 0.91 0.91
m
Labour-
Painter Day 0131 158 0.6 94.80
Coolie Day 0115 152 0.6 91.20
Brushes ,sand papers etc. Lumpsu 9999 1 35.88 35.88
m
Sundries (no rates reqd.) Lumpsu 9999 1 35.88 35.88
m
257.76 13.47
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.58 0.13
m
260.34 13.60
Add for Contractor’s Profit and Overheads @ Lumpsu 9998 0.15 39.05 2.04
15% (no rates reqd.) m
Cost of 25.00 sqm 299.39 15.64
Cost of 1.00 sqm Sqm 11.98 0.63
DSR13.54.2 121082 With a solution made of 13gms. Of hydrochloric
acid in a solution of 13gms. Each of copper
chloride, copper nitrate and ammonium chloride
dissolved in a liter of soft water
Details of cost for 25 sqm
Materials -
Hydrochloric acid Kg 4204 39 0.013 0.51
Copper chloride Kg 4205 312 0.013 4.06

Page 1350
 Chapter-12 : Painting, Polishing Varnishing

Ref. Item Item No. Description Unit Rate Rate Quantity Labour Material
no. Code (Rs.) Cost (Rs.) Cost (Rs.)

Copper nitrate Kg 4206 250 0.013 3.25

Ammonium chloride Kg 4207 40 0.013 0.52
Soft water Lumpsu 9999 1 1.82 1.82
m
Carriage Lumpsu 9999 1 0.91 0.91
m
Labour-
Painter Day 0131 158 0.6 94.80
Coolie Day 0115 152 0.6 91.20
Brushes ,sand papers etc. Lumpsu 9999 1 35.88 35.88
m
Sundries (no rates reqd.) Lumpsu 9999 1 35.88 35.88
m
257.76 11.06
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.58 0.11
m
260.34 11.17
Add for Contractor’s Profit and Overheads @ Lumpsu 9998 0.15 39.05 1.68
15% (no rates reqd.) m
Cost of 25.00 sqm 299.39 12.85
Cost of 1.00 sqm Sqm 11.98 0.51
NR1065 121083 Treating new G.S. Sheets with a solution of 9
gms of washing soda per litre of water,
scrubbing the surface and rinsing with water
Details of cost for 10 sqm
Materials -
Washing soda Kg 9405 10 0.0036 0.036
Soft water Lumpsu 9999 1 0.28 0.28
m
Carriage Lumpsu 9999 1 0.364 0.36
m
Labour-
Painter Day 0131 158 0.24 37.92
Coolie Day 0115 152 0.24 36.48

Page 1351
 Chapter-12 : Painting, Polishing Varnishing

Ref. Item Item No. Description Unit Rate Rate Quantity Labour Material
no. Code (Rs.) Cost (Rs.) Cost (Rs.)

Brushes ,sand papers etc. Lumpsu 9999 1 14.352 14.35

m
Sundries (no rates reqd.) Lumpsu 9999 1 14.352 14.35
m
103.10 0.68
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.03 0.01
m
104.14 0.69
Add for Contractor’s Profit and Overheads @ Lumpsu 9998 0.15 15.62 0.10
15% (no rates reqd.) m
Cost of 10.00 sqm 119.76 0.79
Cost of 1.00 sqm Sqm 11.98 0.08
DSR13.63 121090 Painting with aluminium paint of approved brand
and manufacture to give an even shade
DSR13.63.1 121091 Two or more coats on new work
Details of cost for 10 sqm
Materials -
Aluminium paint litre 0826 130 0.8 104.00
Carriage of paint Lumpsu 9999 1 1.43 1.43
m
Putty etc. Lumpsu 9999 1 5.33 5.33
m
Labour-
Painter Day 0131 158 0.54 85.32
Coolie Day 0115 152 0.54 82.08
Brushes ,sand papers etc. Lumpsu 9999 1 6.76 6.76
m
Sundries (no rates reqd.) Lumpsu 9999 1 11.96 11.96
m
186.12 110.76
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.86 1.11
m
187.98 111.87
Add for Contractor’s Profit and Overheads @ Lumpsu 9998 0.15 28.20 16.78
15% (no rates reqd.) m

Page 1352
 Chapter-12 : Painting, Polishing Varnishing

Ref. Item Item No. Description Unit Rate Rate Quantity Labour Material
no. Code (Rs.) Cost (Rs.) Cost (Rs.)

Cost of 10.00 sqm 216.18 128.65

Cost of 1.00 sqm Sqm 21.62 12.86
DSR14.55.1 121092 One or more coats on old work
Details of cost for 10 sqm
Materials -
Aluminium paint litre 0826 130 0.46 59.80
Carriage of paint Lumpsu 9999 1 0.52 0.52
m
Putty etc. Lumpsu 9999 1 2.73 2.73
m
Labour-
Painter Day 0131 158 0.36 56.88
Coolie Day 0115 152 0.36 54.72
Brushes ,sand papers etc. Lumpsu 9999 1 5.33 5.33
m
Sundries (no rates reqd.) Lumpsu 9999 1 8.06 8.06
m
124.99 63.05
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.25 0.63
m
126.24 63.68
Add for Contractor’s Profit and Overheads @ Lumpsu 9998 0.15 18.94 9.55
15% (no rates reqd.) m
Cost of 10.00 sqm 145.18 73.23
Cost of 1.00 sqm Sqm 14.52 7.32
DSR13.64 121100 Painting with acid proof paint of approved brand
and manufacture of required colour to give an
even shade
DSR13.64.1 121101 Two or more coats on new work
Details of cost for 10 sqm
Materials -
Acid proof paint (chocolate or black) litre 0827 150 1.16 174.00
Carriage of paint Lumpsu 9999 1 1.43 1.43
m

Page 1353
 Chapter-12 : Painting, Polishing Varnishing

Ref. Item Item No. Description Unit Rate Rate Quantity Labour Material
no. Code (Rs.) Cost (Rs.) Cost (Rs.)

Putty etc. Lumpsu 9999 1 5.33 5.33

m
Labour-
Painter Day 0131 158 0.54 85.32
Coolie Day 0115 152 0.54 82.08
Brushes ,sand papers etc. Lumpsu 9999 1 6.76 6.76
m
Sundries (no rates reqd.) Lumpsu 9999 1 8.06 8.06
m
182.22 180.76
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.82 1.81
m
184.04 182.57
Add for Contractor’s Profit and Overheads @ Lumpsu 9998 0.15 27.61 27.39
15% (no rates reqd.) m
Cost of 10.00 sqm 211.65 209.95
Cost of 1.00 sqm Sqm 21.16 21.00
DSR14.56.1 121102 One or more coats on old work
Details of cost for 10 sqm
Materials -
Acid proof paint (chocolate or black) litre 0827 150 0.7 105.00
Carriage of paint Lumpsu 9999 1 0.52 0.52
m
Putty etc. Lumpsu 9999 1 2.73 2.73
m
Labour-
Painter Day 0131 158 0.36 56.88
Coolie Day 0115 152 0.36 54.72
Brushes, sand papers etc. Lumpsu 9999 1 5.33 5.33
m
Sundries (no rates reqd.) Lumpsu 9999 1 8.06 8.06
m
124.99 108.25

Page 1354
 Chapter-12 : Painting, Polishing Varnishing

Ref. Item Item No. Description Unit Rate Rate Quantity Labour Material
no. Code (Rs.) Cost (Rs.) Cost (Rs.)

Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.25 1.08
m
126.24 109.33
Add for Contractor’s Profit and Overheads @ Lumpsu 9998 0.15 18.94 16.40
15% (no rates reqd.) m
Cost of 10.00 sqm 145.18 125.73
Cost of 1.00 sqm Sqm 14.52 12.57
DSR13.65 121110 Painting with black anti-corrosive bitumastic
paint of approved brand and manufacture to give
an even shade

DSR13.65.1 121111 Two or more coats on new work

Details of cost for 10 sqm
Materials -
Anticorrosive bituminous paint (black) litre 0828 80 0.95 76.00
Carriage Lumpsu 9999 1 1.43 1.43
m
Labour-
Painter Day 0131 158 0.54 85.32
Coolie Day 0115 152 0.54 82.08
Brushes ,sand papers etc. Lumpsu 9999 1 5.33 5.33
m
Sundries (no rates reqd.) Lumpsu 9999 1 8.06 8.06
m
180.79 77.43
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.81 0.77
m
182.60 78.20
Add for Contractor’s Profit and Overheads @ Lumpsu 9998 0.15 27.39 11.73
15% (no rates reqd.) m
Cost of 10.00 sqm 209.99 89.93
Cost of 1.00 sqm Sqm 21.00 8.99

Page 1355
 Chapter-12 : Painting, Polishing Varnishing

Ref. Item Item No. Description Unit Rate Rate Quantity Labour Material
no. Code (Rs.) Cost (Rs.) Cost (Rs.)

DSR14.57.1 121112 One or more coats on old work

Details of cost for 10 sqm
Materials -
Anticorrosive bituminous paint (black) litre 0828 80 0.57 45.60
Carriage Lumpsu 9999 1 0.52 0.52
m
Labour-
Painter Day 0131 158 0.36 56.88
Coolie Day 0115 152 0.36 54.72
Brushes ,sand papers etc. Lumpsu 9999 1 5.33 5.33
m
Sundries (no rates reqd.) Lumpsu 9999 1 8.06 8.06
m
124.99 46.12
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.25 0.46
m
126.24 46.58
Add for Contractor’s Profit and Overheads @ Lumpsu 9998 0.15 18.94 6.99
15% (no rates reqd.) m
Cost of 10.00 sqm 145.18 53.57
Cost of 1.00 sqm Sqm 14.52 5.36
DSR13.59 121120 Coal tarring two coat on new work using 0.16
and 0.12 litre of coal tar per sqm in the first coat
and second coat respectively
Details of cost for 10 sqm
Materials -
Lime Lumpsu 9999 1 1.43 1.43
m
Coal Tar Emulsion litre 0324 25 2.8 70.00
Carriage of materials Lumpsu 9999 1 1.43 1.43
m
Kerosene oil litre 0771 9.34 0.5 4.67
Labour-
Beldar Day 0114 152 0.43 65.36

Page 1356
 Chapter-12 : Painting, Polishing Varnishing

Ref. Item Item No. Description Unit Rate Rate Quantity Labour Material
no. Code (Rs.) Cost (Rs.) Cost (Rs.)

Brushes etc. Lumpsu 9999 1 5.33 5.33

m
Sundries (no rates reqd.) Lumpsu 9999 1 5.33 5.33
m
76.02 77.53
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.76 0.78
m
76.78 78.31
Add for Contractor’s Profit and Overheads @ Lumpsu 9998 0.15 11.52 11.75
15% (no rates reqd.) m
Cost of 10.00 sqm 88.30 90.05
Cost of 1.00 sqm Sqm 8.83 9.01
DSR14.90 121130 Coal tarring one coat on old work using 0.12 litre
of coat tar per sqm
Details of cost for 10 sqm
Materials -
Lime Lumpsu 9999 1 0.52 0.52
m
Coal Tar Emulsion litre 0324 25 1.2 30.00
Carriage of materials Lumpsu 9999 1 3.25 3.25
m
Labour-
Beldar Day 0114 152 0.36 54.72
Carriage etc. Lumpsu 9999 1 0.91 0.91
m
Brushes etc. Lumpsu 9999 1 2.73 2.73
m
Sundries (no rates reqd.) Lumpsu 9999 1 4.16 4.16
m
62.52 33.77
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.63 0.34
m
63.15 34.11
Add for Contractor’s Profit and Overheads @ Lumpsu 9998 0.15 9.47 5.12
15% (no rates reqd.) m

Page 1357
 Chapter-12 : Painting, Polishing Varnishing

Ref. Item Item No. Description Unit Rate Rate Quantity Labour Material
no. Code (Rs.) Cost (Rs.) Cost (Rs.)

Cost of 10.00 sqm 72.62 39.22

Cost of 1.00 sqm Sqm 7.26 3.92
DSR14.101 121140 Painting (one or more coats) with black Japan
paint of approved brand and manufacture to give
an even shade
Details of cost for 10 sqm
Materials -
Black Japan Paint litre 0829 90 0.7 63.00
Carriage Lumpsu 9999 1 0.52 0.52
m
Putty etc. Lumpsu 9999 1 2.73 2.73
m
Labour-
Painter Day 0131 158 0.36 56.88
Coolie Day 0115 152 0.36 54.72
Brushes ,sand papers etc. Lumpsu 9999 1 5.33 5.33
m
Sundries (no rates reqd.) Lumpsu 9999 1 8.06 8.06
m
124.99 66.25
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.25 0.66
m
126.24 66.91
Add for Contractor’s Profit and Overheads @ Lumpsu 9998 0.15 18.94 10.04
15% (no rates reqd.) m
Cost of 10.00 sqm 145.18 76.95
Cost of 1.00 sqm Sqm 14.52 7.69
NR1010 121150 Painting two coats (excluding priming coat) with
chocolate, red, grey or buff ready mixed paint of
approved quality, on steel or wood work
Details of cost for 10 sqm
Materials -
Enamel paint litre 0830 140 1.26 176.40
Labour-

Page 1358
 Chapter-12 : Painting, Polishing Varnishing

Ref. Item Item No. Description Unit Rate Rate Quantity Labour Material
no. Code (Rs.) Cost (Rs.) Cost (Rs.)

Painter Day 0131 158 0.5 79.00

Beldar Day 0114 152 0.5 76.00
Sundries (no rates reqd.) Lumpsu 9999 1 2.6 2.60
m
157.60
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.58 1.76
m
159.18 178.16
Add for Contractor’s Profit and Overheads @ Lumpsu 9998 0.15 23.88 26.72
15% (no rates reqd.) m
Cost of 10.00 sqm 183.05 204.89
Cost of 1.00 sqm Sqm 18.31 20.49
NR1011 121160 Painting one coat with chocolate, red, grey or
buff ready mixed paint of approved quality on
steel or wood work
Details of cost for 10 sqm
Materials -
Synthetic enamel paint in black or chocolate litre 0833 140 0.75 105.00
shade
Labour-
Painter Day 0131 158 0.333 52.61
Beldar Day 0114 152 0.333 50.62
Sundries (no rates reqd.) Lumpsu 9999 1 1.6 1.60
m
104.83
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.05 1.05
m
105.88 106.05
Add for Contractor’s Profit and Overheads @ Lumpsu 9998 0.15 15.88 15.91
15% (no rates reqd.) m
Cost of 10.00 sqm 121.76 121.96
Cost of 1.00 sqm Sqm 12.18 12.20
NR1012 121170 Painting two coats (excluding priming coat) with
white or green ready mixed paint of approved
quality, on steel or wood work

Page 1359
 Chapter-12 : Painting, Polishing Varnishing

Ref. Item Item No. Description Unit Rate Rate Quantity Labour Material
no. Code (Rs.) Cost (Rs.) Cost (Rs.)

Details of cost for 10 sqm

Materials -
Enamel paint litre 0830 140 1.26 176.40
Labour-
Painter Day 0131 158 0.5 79.00
Beldar Day 0114 152 0.5 76.00
Sundries (no rates reqd.) Lumpsu 9999 1 2.6 2.60
m
157.60
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.58 1.76
m
159.18 178.16
Add for Contractor’s Profit and Overheads @ Lumpsu 9998 0.15 23.88 26.72
15% (no rates reqd.) m
Cost of 10.00 sqm 183.05 204.89
Cost of 1.00 sqm Sqm 18.31 20.49
NR1013 121180 Painting one coat with white or green ready
mixed paint of approved quality on steel or wood
work
Details of cost for 10 sqm
Materials -
Floor enamel paint in green shade litre 0832 145 0.75 108.75
Labour-
Painter Day 0131 158 0.333 52.61
Beldar Day 0114 152 0.333 50.62
Sundries (no rates reqd.) Lumpsu 9999 1 1.6 1.60
m
104.83
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.05 1.09
m
105.88 109.84
Add for Contractor’s Profit and Overheads @ Lumpsu 9998 0.15 15.88 16.48
15% (no rates reqd.) m
Cost of 10.00 sqm 121.76 126.31

Page 1360
 Chapter-12 : Painting, Polishing Varnishing

Ref. Item Item No. Description Unit Rate Rate Quantity Labour Material
no. Code (Rs.) Cost (Rs.) Cost (Rs.)

Cost of 1.00 sqm Sqm 12.18 12.63

NR1020 121190 Spray painting with flat wall paint of approved
quality (excluding priming coat), to give an even
shade
121191 Two or more coats on new work
Details of cost for 10 sqm
Materials -
Wall paint as per IS:137 litre 9406 175 1.09 190.75
Putty ( for filling holes etc.) Lumpsu 9999 1 5.5 5.50
m
Labour-
Hire charges of Spraying machine including Day 0006 325 0.3 97.50
electric charges
Painter Day 0131 158 0.5 79.00
Coolie Day 0115 152 0.5 76.00
Sundries (no rates reqd.) Lumpsu 9999 1 2.75 2.75
m
255.25 196.25
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.55 1.96
m
257.80 198.21
Add for Contractor’s Profit and Overheads @ Lumpsu 9998 0.15 38.67 29.73
15% (no rates reqd.) m
Cost of 10.00 sqm 296.47 227.94
Cost of 1.00 sqm Sqm 29.65 22.79
NR1020 121192 One or more coat on old work
Details of cost for 10 sqm
Materials -
Wall paint as per IS:137 litre 9406 175 0.65 113.75
Putty ( for filling holes etc.) Lumpsu 9999 1 5.5 5.50
m
Labour-
Hire charges of Spraying machine including Day 0006 325 0.18 58.50
electric charges

Page 1361
 Chapter-12 : Painting, Polishing Varnishing

Ref. Item Item No. Description Unit Rate Rate Quantity Labour Material
no. Code (Rs.) Cost (Rs.) Cost (Rs.)

Painter Day 0131 158 0.333 52.61

Coolie Day 0115 152 0.333 50.62
Sundries (no rates reqd.) Lumpsu 9999 1 0.00
m
161.73 119.25
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.62 1.19
m
163.35 120.44
Add for Contractor’s Profit and Overheads @ Lumpsu 9998 0.15 24.50 18.07
15% (no rates reqd.) m
Cost of 10.00 sqm 187.85 138.51
Cost of 1.00 sqm Sqm 18.78 13.85
NR1021 121200 Spray painting with superior quality lacquer paint
of approved quality (excluding priming coat), to
give an even shade
NR1022 121201 Two or more coats on new work
Details of cost for 10 sqm
Materials -
Cellulose paint(including thinner) litre 9407 150 1.63 244.50
Rubbing compound Kg 9408 75 0.15 11.25
Polishing compound Kg 9409 150 0.15 22.50
Labour-
Hire charges of Spraying machine including Day 0006 325 0.43 139.75
electric charges
Painter Day 0131 158 0.54 85.32
Coolie Day 0115 152 0.54 82.08
Sundries (no rates reqd.) Lumpsu 9999 1 0.00
m
307.15 278.25
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 3.07 2.78
m
310.22 281.03
Add for Contractor’s Profit and Overheads @ Lumpsu 9998 0.15 46.53 42.15
15% (no rates reqd.) m

Page 1362
 Chapter-12 : Painting, Polishing Varnishing

Ref. Item Item No. Description Unit Rate Rate Quantity Labour Material
no. Code (Rs.) Cost (Rs.) Cost (Rs.)

Cost of 10.00 sqm 356.75 323.19

Cost of 1.00 sqm Sqm 35.68 32.32
NR1023 121202 One or more coat on old work
Details of cost for 10 sqm
Materials -
Cellulose paint(including thinner) litre 9407 150 1.63 244.50
Rubbing compound Kg 9408 75 0.15 11.25
Polishing compound Kg 9409 150 0.15 22.50
Labour-
Hire charges of Spraying machine including Day 0006 325 0.25 81.25
electric charges
Painter Day 0131 158 0.36 56.88
Coolie Day 0115 152 0.36 54.72
Sundries (no rates reqd.) Lumpsu 9999 1 0 0.00
m
192.85 278.25
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.93 2.78
m
194.78 281.03
Add for Contractor’s Profit and Overheads @ Lumpsu 9998 0.15 29.22 42.15
15% (no rates reqd.) m
Cost of 10.00 sqm 224.00 323.19
Cost of 1.00 sqm Sqm 22.40 32.32
SCR100103 121210 Powder coating/50 microns by spray method for
all metal surfaces to form priming coat after and
including preparation of surfaces by thoroughly
cleaning, oil, grease, dust and other foreign
matter and also including pigment of any shade
for :

SCR100103 121211 Surfaces over 10 cm. in width/girth

Details of cost for 10 sqm
Materials -
Powder coating 50 microns on aluminium Kg 7392 58 0.8 46.40
sections for false ceiling

Page 1363
 Chapter-12 : Painting, Polishing Varnishing

Ref. Item Item No. Description Unit Rate Rate Quantity Labour Material
no. Code (Rs.) Cost (Rs.) Cost (Rs.)

Rubbing compound Kg 9408 75 0.15 11.25

Polishing compound Kg 9409 150 0.15 22.50
Labour-
Hire charges of Spraying machine including Day 0006 325 0.25 81.25
electric charges
Painter Day 0131 158 0.36 56.88
Beldar Day 0114 152 0.36 54.72
Sundries (no rates reqd.) Lumpsu 9999 1 0.5 0.50
m
193.35 80.15
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.93 0.80
m
195.28 80.95
Add for Contractor’s Profit and Overheads @ Lumpsu 9998 0.15 29.29 12.14
15% (no rates reqd.) m
224.58 93.09
Cost per sqm Sqm 22.46 9.31
SCR100103 121212 Surfaces upto 10 cm. in width/girth and not in
conjunction with similar painted surfaces
Details of cost for 10 m
Materials -
Powder coating 50 microns on aluminium Kg 7392 58 0.2 11.60
sections for false ceiling
Rubbing compound Kg 9408 75 0.1 7.50
Polishing compound Kg 9409 150 0.1 15.00
Labour-
Hire charges of Spraying machine including Day 0006 325 0.05 16.25
electric charges
Painter Day 0131 158 0.1 15.80
Beldar Day 0114 152 0.1 15.20
Sundries (no rates reqd.) Lumpsu 9999 1 0.5 0.50
m
47.75 34.10

Page 1364
 Chapter-12 : Painting, Polishing Varnishing

Ref. Item Item No. Description Unit Rate Rate Quantity Labour Material
no. Code (Rs.) Cost (Rs.) Cost (Rs.)

Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.48 0.34
m
48.23 34.44
Add for Contractor’s Profit and Overheads @ Lumpsu 9998 0.15 7.23 5.17
15% (no rates reqd.) m
55.46 39.61
Cost per m metre 5.55 3.96
SCR100103 121213 Small articles not exceeding 0.1 sqm in area and
not in conjunction with similar painted surfaces

Details of cost for 10 nos

Materials -
Powder coating 50 microns on aluminium kilogram 7392 45 0.15 6.75
sections for false ceiling
Rubbing compound kilogram 9408 1 0.1 0.10
Polishing compound kilogram 9409 1 0.1 0.10
Labour-
Hire charges of Spraying machine including Day 0006 325 0.05 16.25
electric charges
Painter Day 0131 158 0.1 15.80
Beldar Day 0114 152 0.1 15.20
Sundries (no rates reqd.) Lumpsu 9999 1 0.5 0.50
m
47.75 6.95
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.48 0.07
m
48.23 7.02
Add for Contractor’s Profit and Overheads @ Lumpsu 9998 0.15 7.23 1.05
15% (no rates reqd.) m
55.46 8.07
Cost of each Each 5.55 0.81
DSR13.57.1 121220 Painting new work (two or more coats).with oil
type wood preservative of approved brand and
manufacture
Details of cost for 10 sqm

Page 1365
 Chapter-12 : Painting, Polishing Varnishing

Ref. Item Item No. Description Unit Rate Rate Quantity Labour Material
no. Code (Rs.) Cost (Rs.) Cost (Rs.)

Materials -
Oil type wood preservative litre 0859 110 1 110.00
Labour-
Painter Day 0131 158 0.15 23.70
Coolie Day 0115 152 0.15 22.80
Carriage Lumpsu 9999 1 0.52 0.52
m
Brushes etc. Lumpsu 9999 1 4.16 4.16
m
Sundries (no rates reqd.) Lumpsu 9999 1 3.9 3.90
m
55.08
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.55 1.10
m
55.63 111.10
Add for Contractor’s Profit and Overheads @ Lumpsu 9998 0.15 8.34 16.67
15% (no rates reqd.) m
Cost of 10.00 sqm 63.98 127.76
Cost of 1.00 sqm Sqm 6.40 12.78
DSR13.58 121230 Providing and applying two coats of fire retardant
paint unthinned on cleaned wood/ ply surface @
1 litre per 3.5 sqm per coat including preparation
of base surface as per recommendations of
manufacturer to make the surface fire retardant

Details of cost for 10 sqm

Materials -
Fire retardant paint litre 7240 385 5.7 2194.50
Carriage of materials Lumpsu 9999 1 1.43 1.43
m
Labour-
Painter Day 0131 158 0.54 85.32
Beldar Day 0114 152 0.54 82.08
Putty ,Brushes ,sand papers etc. Lumpsu 9999 1 6.76 6.76
m

Page 1366
 Chapter-12 : Painting, Polishing Varnishing

Ref. Item Item No. Description Unit Rate Rate Quantity Labour Material
no. Code (Rs.) Cost (Rs.) Cost (Rs.)

Sundries (no rates reqd.) Lumpsu 9999 1 8.06 8.06

m
182.22 2195.93
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.82 21.96
m
184.04 2217.89
Add for Contractor’s Profit and Overheads @ Lumpsu 9998 0.15 27.61 332.68
15% (no rates reqd.) m
Cost of 10.00 sqm 211.65 2550.57
Cost of 1.00 sqm Sqm 21.16 255.06
DSR13.71 121240 Lettering with "Black Japan" paint (two coats) of
approved brand and manufacture
Details of cost for 100 letters of 15 cm height
Materials -
Paint litre 0829 90 0.56 50.40
Carriage Lumpsu 9999 1 0 0.00
m
Labour-
Painter Day 0131 158 6 948.00
Coolie Day 0115 152 2 304.00
Painting brushes,turpentine stencil etc. Lumpsu 9999 1 13.39 13.39
m
Sundries (no rates reqd.) Lumpsu 9999 1 8.06 8.06
m
1273.45 50.40
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 12.73 0.50
m
1286.18 50.90
Add for Contractor’s Profit and Overheads @ Lumpsu 9998 0.15 192.93 7.64
15% (no rates reqd.) m
Cost of 100 letters of 15 cm height 1479.11 58.54
Cost of 1.00 letter of 1 cm height Each of 0.99 0.04
1 cm
height

Page 1367
 Chapter-12 : Painting, Polishing Varnishing

Ref. Item Item No. Description Unit Rate Rate Quantity Labour Material
no. Code (Rs.) Cost (Rs.) Cost (Rs.)

NS 121250 Lettering with “Synthetic Enamel” paint (two

coats) of approved brand and manufacture
Details of cost for 100 letters of 15 cm height
Materials -
Paint litre 0834 160 0.56 89.60
Carriage 0 0.00
Labour-
Painter Day 0131 158 6 948.00
Coolie Day 0115 152 2 304.00
Painting brushes,turpentine stencil etc. Lumpsu 9999 1 13.39 13.39
m
Sundries (no rates reqd.) Lumpsu 9999 1 8.06 8.06
m
1273.45 89.60
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 12.73 0.90
m
1286.18 90.50
Add for Contractor’s Profit and Overheads @ Lumpsu 9998 0.15 192.93 13.57
15% (no rates reqd.) m
Cost of 100 letters of 15 cm height 1479.11 104.07
Cost of 1.00 letter of 1 cm height Each of 0.99 0.07
1 cm
height
NR1054 121260 Relettering with "Black Japan" paint (one coat)
Details of cost for 100 letters of 15 cm height
Materials -
Black Japan Paint litre 0829 90 0.37 243.24
Carriage Lumpsu 9999 1 0.2 5.00
m
Labour-
Painter Day 0131 158 4 632.00
Coolie Day 0115 152 1 152.00
Painting brushes,turpentine stencil etc. Lumpsu 9999 1 2.75 2.75
m

Page 1368
 Chapter-12 : Painting, Polishing Varnishing

Ref. Item Item No. Description Unit Rate Rate Quantity Labour Material
no. Code (Rs.) Cost (Rs.) Cost (Rs.)

Sundries (no rates reqd.) Lumpsu 9999 1 3.1 3.10

m
789.85 248.24
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 7.90 2.48
m
797.75 250.73
Add for Contractor’s Profit and Overheads @ Lumpsu 9998 0.15 119.66 37.61
15% (no rates reqd.) m
Cost of 100 letters of 15 cm height 917.41 288.33
Cost of 1.00 letter of 1 cm height Each of 0.61 0.19
1 cm
height
NS 121270 Relettering with “Synthetic Enamel” paint (one
coat)
Details of cost for 100 letters of 15 cm height
Materials -
Synthetic enamel paint in all shades except litre 0834 160 0.37 432.43
black or chocolate shade
Carriage 0 0 0 0.2 0.00
Labour-
Painter Day 0131 158 4 632.00
Coolie Day 0115 152 1 152.00
Painting brushes,turpentine stencil etc. Lumpsu 9999 1 2.75 2.75
m
Sundries (no rates reqd.) Lumpsu 9999 1 3.1 3.10
m
789.85 432.43
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 7.90 4.32
m
797.75 436.76
Add for Contractor’s Profit and Overheads @ Lumpsu 9998 0.15 119.66 65.51
15% (no rates reqd.) m
Cost of 100 letters of 15 cm height 917.41 502.27

Page 1369
 Chapter-12 : Painting, Polishing Varnishing

Ref. Item Item No. Description Unit Rate Rate Quantity Labour Material
no. Code (Rs.) Cost (Rs.) Cost (Rs.)

Cost of 1.00 letter of 1 cm height Each of 0.61 0.33

1 cm
height
WR 831 121280 Painting border lines upto 150 mm width with
two coats of synthetic enamel paint
Details of cost for 100 letters of 15 cm height
Materials -
Synthetic enamel paint in all shades except litre 0834 160 0.35 457.14
black or chocolate shade
Carriage 0 0 0 0.2 0.00
Labour-
Painter Day 0131 158 3 474.00
Coolie Day 0115 152 1 152.00
Painting brushes,turpentine stencil etc. Lumpsu 9999 1 2.75 2.75
m
Sundries (no rates reqd.) Lumpsu 9999 1 3.1 3.10
m
631.85 457.14
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 6.32 4.57
m
638.17 461.71
Add for Contractor’s Profit and Overheads @ Lumpsu 9998 0.15 95.73 69.26
15% (no rates reqd.) m
Cost of 100 letters of 15 cm height 733.89 530.97
Cost of 1.00 letter of 1 cm height Each of 0.49 0.35
1 cm
height
PAINTING OF PIPES AND FITTINGS
DSR13.55 122010 Painting (two or more coats) on rain water, soil,
waste and vent pipes and fittings with black
anticorrosive bitumastic paint approved brand
and manufacture over and including a priming of
ready mixed zinc chromate yellow primer on new
work

NS 122011 75mm diameter pipes

Page 1370
 Chapter-12 : Painting, Polishing Varnishing

Ref. Item Item No. Description Unit Rate Rate Quantity Labour Material
no. Code (Rs.) Cost (Rs.) Cost (Rs.)

Details of cost for 30 meters Area

=22/7x81.4mmx30m=7.67 sqm
Materials -
Red oxide Zinc chromate primer litre 4202 80 0.41 32.80
Carriage Lumpsu 9999 1 0 0.00
m
Labour-
Painter Day 0131 158 0.18 28.44
Coolie Day 0115 152 0.18 27.36
Brushes ,sand papers etc. Lumpsu 9999 1 3.15 3.15
m
Anticorrosive bituminous paint (black) litre 0828 80 0.73 58.40
Carriage Lumpsu 9999 1 0 0.00
m
Labour-
Painter Day 0131 158 0.41 64.78
Coolie Day 0115 152 0.41 62.32
Putty ,sand papers etc. Lumpsu 9999 1 1.6 1.60
m
Sundries (no rates reqd.) Lumpsu 9999 1 2.4 2.40
m
Wire brushes for cleaning Lumpsu 9999 1 1.7 1.70
m
Extras for delays Lumpsu 9999 1 15.5 15.50
m
265.65 32.80
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.66 0.33
m
268.31 33.13
Add for Contractor’s Profit and Overheads @ Lumpsu 9998 0.15 40.25 4.97
15% (no rates reqd.) m
Cost of 30.00 m 308.55 38.10
Cost of 1.00 m metre 10.29 1.27
DSR13.55.1 122012 100mm diameter pipes

Page 1371
 Chapter-12 : Painting, Polishing Varnishing

Ref. Item Item No. Description Unit Rate Rate Quantity Labour Material
no. Code (Rs.) Cost (Rs.) Cost (Rs.)

Details of cost for 30 meters Area

=22/7x106.4mmx30m=10.032 sqm
Materials -
Red oxide Zinc chromate primer litre 4202 80 0.54 43.20
Carriage Lumpsu 9999 1 0 0.00
m
Labour-
Painter Day 0131 158 0.24 37.92
Coolie Day 0115 152 0.24 36.48
Brushes ,sand papers etc. Lumpsu 9999 1 10.79 10.79
m
Anticorrosive bituminous paint (black) litre 0828 80 0.95 76.00
Carriage Lumpsu 9999 1 0 0.00
m
Labour-
Painter Day 0131 158 0.54 85.32
Coolie Day 0115 152 0.54 82.08
Putty ,sand papers etc. Lumpsu 9999 1 5.33 5.33
m
Sundries (no rates reqd.) Lumpsu 9999 1 8.06 8.06
m
Wire brushes for cleaning Lumpsu 9999 1 5.33 5.33
m
Extras for delays Lumpsu 9999 1 61.1 61.10
m
408.41 43.20
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 4.08 0.43
m
412.49 43.63
Add for Contractor’s Profit and Overheads @ Lumpsu 9998 0.15 61.87 6.54
15% (no rates reqd.) m
Cost of 30.00 m 474.37 50.18
Cost of 1.00 m metre 15.81 1.67
DSR13.55.2 122013 150mm diameter pipes

Page 1372
 Chapter-12 : Painting, Polishing Varnishing

Ref. Item Item No. Description Unit Rate Rate Quantity Labour Material
no. Code (Rs.) Cost (Rs.) Cost (Rs.)

Details of cost for 30 meters Area

=22/7x157.2mmx30m=14.82 sqm
Materials -
Red oxide Zinc chromate primer litre 4202 80 0.8 64.00
Labour-
Painter Day 0131 158 0.36 56.88
Coolie Day 0115 152 0.36 54.72
Brushes ,sand papers etc. Lumpsu 9999 1 0.91 0.91
m
Carriage Lumpsu 9999 1 0 0.00
m
Anticorrosive bituminous paint (black) litre 0828 80 1.41 112.80
Carriage Lumpsu 9999 1 2.08 2.08
m
Labour-
Painter Day 0131 158 0.8 126.40
Coolie Day 0115 152 0.8 121.60
Putty ,sand papers etc. Lumpsu 9999 1 8.06 8.06
m
Sundries (no rates reqd.) Lumpsu 9999 1 11.96 11.96
m
Wire brushes for cleaning Lumpsu 9999 1 7.15 7.15
m
Extras for delays Lumpsu 9999 1 94.12 94.12
m
596.68
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 5.97 0.64
m
602.65 64.64
Add for Contractor’s Profit and Overheads @ Lumpsu 9998 0.15 90.40 9.70
15% (no rates reqd.) m
Cost of 30.00 m 693.04 74.34
Cost of 1.00 m metre 23.10 2.48

Page 1373
 Chapter-12 : Painting, Polishing Varnishing

Ref. Item Item No. Description Unit Rate Rate Quantity Labour Material
no. Code (Rs.) Cost (Rs.) Cost (Rs.)

DSR14.49 122020 Painting (one or more coats) on rain water, soil,

waste and vent pipes and fittings with black
anticorrosive bitumastic paint approved brand
and manufacture on old work
DSR14.49.1 122021 75mm diameter pipes
Details of cost for 30 meters Area
=22/7x81.4mmx30m=7.67 sqm
Materials -
Anticorrosive bituminous paint (black) litre 0828 80 0.43 34.40
Carriage Lumpsu 9999 1 0 0.00
m
Labour-
Painter Day 0131 158 0.27 42.66
Coolie Day 0115 152 0.27 41.04
Putty ,sand papers etc. Lumpsu 9999 1 4.16 4.16
m
Sundries (no rates reqd.) Lumpsu 9999 1 6.24 6.24
m
Wire brushes for cleaning Lumpsu 9999 1 4.42 4.42
m
Extras for delays Lumpsu 9999 1 26.91 26.91
m
125.43 34.40
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.25 0.34
m
126.68 34.74
Add for Contractor’s Profit and Overheads @ Lumpsu 9998 0.15 19.00 5.21
15% (no rates reqd.) m
Cost of 30.00 m 145.69 39.96
Cost of 1.00 m metre 4.86 1.33
DSR13.85.3 122022 100mm diameter pipes
Details of cost for 30 meters Area
=22/7x106.4mmx30m=10.032 sqm
Materials -

Page 1374
 Chapter-12 : Painting, Polishing Varnishing

Ref. Item Item No. Description Unit Rate Rate Quantity Labour Material
no. Code (Rs.) Cost (Rs.) Cost (Rs.)

Anticorrosive bituminous paint (black) litre 0828 80 0.57 45.60

Carriage Lumpsu 9999 1 0 0.00
m
Labour-
Painter Day 0131 158 0.36 56.88
Coolie Day 0115 152 0.36 54.72
Putty ,sand papers etc. Lumpsu 9999 1 5.33 5.33
m
Sundries (no rates reqd.) Lumpsu 9999 1 8.06 8.06
m
Wire brushes for cleaning Lumpsu 9999 1 5.33 5.33
m
Extras for delays Lumpsu 9999 1 34.06 34.06
m
164.38 45.60
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.64 0.46
m
166.02 46.06
Add for Contractor’s Profit and Overheads @ Lumpsu 9998 0.15 24.90 6.91
15% (no rates reqd.) m
Cost of 30.00 m 190.93 52.96
Cost of 1.00 m metre 6.36 1.77
DSR13.85.4 122023 150mm diameter pipes
Details of cost for 30 meters Area
=22/7x157.2mmx30m=14.82 sqm
Materials -
Anticorrosive bituminous paint (black) litre 0828 80 0.85 68.00
Carriage Lumpsu 9999 1 0 0.00
m
Labour-
Painter Day 0131 158 0.53 83.74
Coolie Day 0115 152 0.53 80.56
Putty ,sand papers etc. Lumpsu 9999 1 8.06 8.06
m

Page 1375
 Chapter-12 : Painting, Polishing Varnishing

Ref. Item Item No. Description Unit Rate Rate Quantity Labour Material
no. Code (Rs.) Cost (Rs.) Cost (Rs.)

Sundries (no rates reqd.) Lumpsu 9999 1 11.96 11.96

m
Wire brushes for cleaning Lumpsu 9999 1 7.15 7.15
m
Extras for delays Lumpsu 9999 1 40.3 40.30
m
231.77 68.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.32 0.68
m
234.09 68.68
Add for Contractor’s Profit and Overheads @ Lumpsu 9998 0.15 35.11 10.30
15% (no rates reqd.) m
Cost of 30.00 m 269.20 78.98
Cost of 1.00 m metre 8.97 2.63
DSR13.56 122030 Painting (two or more coats) on rain water, soil,
waste and vent pipes and fittings with synthetic
enamel paint of approved brand and
manufacture and required colour/ anti corrosive
black enamel paint of approved quality. over a
priming coat of approved steel primer on new
work

New 122031 75mm diameter pipes

Details of cost for 30 meters Area
=22/7x81.4mmx30m=7.67 sqm
Materials -
Red oxide Zinc chromate primer litre 4202 80 0.41 32.80
Carriage Lumpsu 9999 1 0 0.00
m
Labour-
Painter Day 0131 158 0.18 28.44
Coolie Day 0115 152 0.18 27.36
Sundries (no rates reqd.) Lumpsu 9999 1 8.19 8.19
m
Aluminium paint litre 0826 130 0.61 79.30
Carriage Lumpsu 9999 1 0 0.00
m

Page 1376
 Chapter-12 : Painting, Polishing Varnishing

Ref. Item Item No. Description Unit Rate Rate Quantity Labour Material
no. Code (Rs.) Cost (Rs.) Cost (Rs.)

Putty ,sand papers etc. Lumpsu 9999 1 4.16 4.16

m
Labour-
Painter Day 0131 158 0.41 64.78
Coolie Day 0115 152 0.41 62.32
Sundries (no rates reqd.) Lumpsu 9999 1 5.2 5.20
m
Wire brushes for cleaning Lumpsu 9999 1 9.1 9.10
m
Extras for delays Lumpsu 9999 1 44.85 44.85
m
333.70 32.80
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 3.34 0.33
m
337.04 33.13
Add for Contractor’s Profit and Overheads @ Lumpsu 9998 0.15 50.56 4.97
15% (no rates reqd.) m
Cost of 30.00 m 387.59 38.10
Cost of 1.00 m metre 12.92 1.27
DSR13.56.1 122032 100mm diameter pipes
Details of cost for 30 meters Area
=22/7x106.4mmx30m=10.032 sqm
Materials -
Red oxide Zinc chromate primer litre 4202 80 0.54 43.20
Carriage Lumpsu 9999 1 0 0.00
m
Labour-
Painter Day 0131 158 0.24 37.92
Coolie Day 0115 152 0.24 36.48
Sundries (no rates reqd.) Lumpsu 9999 1 10.79 10.79
m
Aluminium paint litre 0826 130 0.8 104.00
Carriage Lumpsu 9999 1 0 0.00
m

Page 1377
 Chapter-12 : Painting, Polishing Varnishing

Ref. Item Item No. Description Unit Rate Rate Quantity Labour Material
no. Code (Rs.) Cost (Rs.) Cost (Rs.)

Putty ,sand papers etc. Lumpsu 9999 1 5.33 5.33

m
Labour-
Painter Day 0131 158 0.54 85.32
Coolie Day 0115 152 0.54 82.08
Sundries (no rates reqd.) Lumpsu 9999 1 6.76 6.76
m
Wire brushes for cleaning Lumpsu 9999 1 11.96 11.96
m
Extras for delays Lumpsu 9999 1 66.43 66.43
m
447.07 43.20
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 4.47 0.43
m
451.54 43.63
Add for Contractor’s Profit and Overheads @ Lumpsu 9998 0.15 67.73 6.54
15% (no rates reqd.) m
Cost of 30.00 m 519.27 50.18
Cost of 1.00 m metre 17.31 1.67
DSR13.56.2 122033 150mm diameter pipes
Details of cost for 30 meters Area
=22/7x157.2mmx30m=14.82 sqm
Materials -
Red oxide Zinc chromate primer litre 4202 80 0.8 64.00
Carriage Lumpsu 9999 1 0 0.00
m
Labour-
Painter Day 0131 158 0.36 56.88
Coolie Day 0115 152 0.36 54.72
Sundries (no rates reqd.) Lumpsu 9999 1 15.99 15.99
m
Aluminium paint litre 0826 130 1.19 154.70
Carriage Lumpsu 9999 1 0 0.00
m

Page 1378
 Chapter-12 : Painting, Polishing Varnishing

Ref. Item Item No. Description Unit Rate Rate Quantity Labour Material
no. Code (Rs.) Cost (Rs.) Cost (Rs.)

Putty ,sand papers etc. Lumpsu 9999 1 7.93 7.93

m
Labour-
Painter Day 0131 158 0.8 126.40
Coolie Day 0115 152 0.8 121.60
Sundries (no rates reqd.) Lumpsu 9999 1 10.01 10.01
m
Wire brushes for cleaning Lumpsu 9999 1 17.81 17.81
m
Extras for delays Lumpsu 9999 1 101.4 101.40
m
667.44 64.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 6.67 0.64
m
674.11 64.64
Add for Contractor’s Profit and Overheads @ Lumpsu 9998 0.15 101.12 9.70
15% (no rates reqd.) m
Cost of 30.00 m 775.23 74.34
Cost of 1.00 m metre 25.84 2.48
NR1050 122040 Painting one or more coat (on old work) on rain
water, soil, waste and vent pipes and fittings with
synthetic enamel paint of approved brand and
manufacture and required colour / anti corrosive
black enamel paint of approved quality
NR1050 122041 75 mm dia. Pipe
Details of cost for 30 meters Area
=22/7x81.4mmx30m=7.67 sqm
Materials -
Aluminium paint litre 0826 130 0.35 45.50
Putty ,sand papers etc. Lumpsu 9999 1 0.15 0.15
m
Carriage Lumpsu 9999 1 0 0.00
m
Labour-
Painter Day 0131 158 0.28 44.24

Page 1379
 Chapter-12 : Painting, Polishing Varnishing

Ref. Item Item No. Description Unit Rate Rate Quantity Labour Material
no. Code (Rs.) Cost (Rs.) Cost (Rs.)

Coolie Day 0115 152 0.28 42.56

Putty ,sand papers etc. Lumpsu 9999 1 1.6 1.60
m
Sundries (no rates reqd.) Lumpsu 9999 1 2.4 2.40
m
Wire brushes for cleaning Lumpsu 9999 1 1.7 1.70
m
Extras for delays Lumpsu 9999 1 10.35 10.35
m
102.85 45.65
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.03 0.46
m
103.88 46.11
Add for Contractor’s Profit and Overheads @ Lumpsu 9998 0.15 15.58 6.92
15% (no rates reqd.) m
Cost of 30.00 m 119.46 53.02
Cost of 1.00 m metre 3.98 1.77
NR1050 122042 100 mm dia. pipe
Details of cost for 30 meters Area
=22/7x106.4mmx30m=10.032 sqm
Materials -
Aluminium paint litre 0826 130 0.46 59.80
Putty ,sand papers etc. Lumpsu 9999 1 0.2 0.20
m
Carriage Lumpsu 9999 1 0 0.00
m
Labour-
Painter Day 0131 158 0.36 56.88
Coolie Day 0115 152 0.36 54.72
Putty, sand papers etc. Lumpsu 9999 1 2.05 2.05
m
Sundries (no rates reqd.) Lumpsu 9999 1 3.1 3.10
m
Wire brushes for cleaning Lumpsu 9999 1 2.05 2.05
m

Page 1380
 Chapter-12 : Painting, Polishing Varnishing

Ref. Item Item No. Description Unit Rate Rate Quantity Labour Material
no. Code (Rs.) Cost (Rs.) Cost (Rs.)

Extras for delays Lumpsu 9999 1 13.1 13.10

m
131.90 60.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.32 0.60
m
133.22 60.60
Add for Contractor’s Profit and Overheads @ Lumpsu 9998 0.15 19.98 9.09
15% (no rates reqd.) m
Cost of 30.00 m 153.20 69.69
Cost of 1.00 m metre 5.11 2.32
NR1050 122043 150 mm dia. Pipe
Details of cost for 30 meters Area
=22/7x157.2mmx30m=14.82 sqm
Materials -
Aluminium paint litre 0826 130 0.68 88.40
Putty ,sand papers etc. Lumpsu 9999 1 0.25 0.25
m
Carriage Lumpsu 9999 1 0 0.00
m
Labour-
Painter Day 0131 158 0.53 83.74
Coolie Day 0115 152 0.53 80.56
Putty ,sand papers etc. Lumpsu 9999 1 3.05 3.05
m
Sundries (no rates reqd.) Lumpsu 9999 1 4.6 4.60
m
Wire brushes for cleaning Lumpsu 9999 1 2.75 2.75
m
Extras for delays Lumpsu 9999 1 15.5 15.50
m
190.20 88.65
Add for Water Charges @1% (no rates reqd.) 0.01 1.90 0.89
192.10 89.54
Add for Contractor’s Profit and Overheads @ 0.15 28.82 13.43
15% (no rates reqd.)

Page 1381
 Chapter-12 : Painting, Polishing Varnishing

Ref. Item Item No. Description Unit Rate Rate Quantity Labour Material
no. Code (Rs.) Cost (Rs.) Cost (Rs.)

Cost of 30.00 m 220.92 102.97

Cost of 1.00 m metre 7.36 3.43
DSR18.38 122050 Painting two coats on G.I. Pipes and fittings with
synthetic enamel white paint over a ready mixed
priming coat, both of approved quality
DSR18.38.1 122051 15mm diameter pipe
Details of cost for 10 metre
Materials -
Perimeter = 0.0673 metre sqm 14.97 0.673 10.08
Area10x0.0673rn = 0.673sqm.
Priming Coat Rate as per item no 121013
Painting two coats excluding priming coat with sqm 38.79 0.673 26.11
white paint on new work.(Rate as per item
No.121170
Add for delay Lumpsu 9999 1 13.52 13.52
m
49.71
Add for water charges @ 1% on A Lumpsu 9997 0.01 0.14
m
49.84
13.66
Add for contractors profit and overhead @10% Lumpsu 9998 0.15 2.05
A+B m
Cost of 10.00 m 51.89
Cost of 1.00 m metre 0.00 5.19
DSR18.38.2 122052 20mm diameter pipe
Details of cost for 10 metre
Materials -
Perimeter = 0.0845 metre sqm 14.97 0.845 12.65
Area = 10x0.0845 sqm. = 0.845 sqm.
Priming Coat Rate as per item no 121013
Painting two coats excluding priming coat with sqm 38.79 0.845 32.78
white paint on new work.(Rate as per item
No.121170

Page 1382
 Chapter-12 : Painting, Polishing Varnishing

Ref. Item Item No. Description Unit Rate Rate Quantity Labour Material
no. Code (Rs.) Cost (Rs.) Cost (Rs.)

Add for delay Lumpsu 9999 1 13.52 13.52

m
58.95
Add for water charges @ 1% on A 0.01 0.14
59.09
13.66
Add for contractors profit and overhead @10% 0.15 2.05
A+B
Cost of 10.00 m 61.14
Cost of 1.00 m metre 0.00 6.11
DSR18.38.3 122053 25mm diameter pipe
Details of cost for 10 metre
Materials -
Perimeter = 0.1061 metre sqm 14.97 1.061 15.89
Area= 10x0.1061 sqm. = 1.061 sqm.
Priming Coat Rate as per item no 121013
Painting two coats excluding priming coat with sqm 38.79 1.061 41.16
white paint on new work.(Rate as per item
No.121170
Add for delay Lumpsu 9999 1 20.28 20.28
m
77.33
Add for water charges @ 1% on A 0.01 0.20
77.53
20.48
Add for contractors profit and overhead @10% 0.15 3.07
A+B
Cost of 10.00 m 80.60
Cost of 1.00 m metre 0.00 8.06
DSR18.38.4 122054 32mm diameter pipe
Details of cost for 10 metre
Materials -

Page 1383
 Chapter-12 : Painting, Polishing Varnishing

Ref. Item Item No. Description Unit Rate Rate Quantity Labour Material
no. Code (Rs.) Cost (Rs.) Cost (Rs.)

Perimeter = 0.1334 metre sqm 14.97 1.334 19.97

Area = 10x0.1334 sqm. = 1.334 sqm.
Priming Coat Rate as per item No. 121013
Painting two coats excluding priming coat with sqm 0 38.79 1.334 51.75
white paint on new work.(Rate as per item
No.121170
Add for delay Lumpsu 9999 1 20.28 20.28
m
92.01
Add for water charges @ 1% on A 0.01 0.20
92.21
20.48
Add for contractors profit and overhead @10% 0.15 3.07
A+B
Cost of 10.00 m 95.28
Cost of 1.00 m metre 0.00 9.53
DSR18.38.5 122055 40mm diameter pipe
Details of cost for 10 metre
Materials -
Perimeter = 0.1520 metre sqm 14.97 1.52 22.76
Area = 10x0.1520 sqm.= 1.520 sqm..
Priming Coat
(Rate as per item No. 121310
Painting two coats excluding priming coat with sqm 0 38.79 1.52 58.97
white paint on new work.(Rate as per item
No.121170
Add for delay Lumpsu 9999 1 26.91 26.91
m
108.64
Add for water charges @ 1% on A 0.01 0.27
108.90
27.18
Add for contractors profit and overhead @10% 0.15 4.08
A+B
Cost of 10.00 m 112.98

Page 1384
 Chapter-12 : Painting, Polishing Varnishing

Ref. Item Item No. Description Unit Rate Rate Quantity Labour Material
no. Code (Rs.) Cost (Rs.) Cost (Rs.)

Cost of 1.00 m metre 0.00 11.30

DSR18.38.6 122056 50mm diameter pipe
Details of cost for 10 metre
Materials -
Perimeter = 0.1894 metre sqm 14.97 1.894 28.36
Area= 10x0.1894 sqm. = 1.894 sqm.
Priming Coat
(Rate as per item No. 121310
Painting two coats excluding priming coat with sqm 38.79 1.894 73.48
white paint on new work.(Rate as per item
No.121170
Add for delay Lumpsu 9999 1 26.91 26.91
m
128.74
Add for water charges @ 1% on A 0.01 0.27
129.01
27.18
Add for contractors profit and overhead @10% 0.15 4.08
A+B
Cost of 10.00 m 133.09
Cost of 1.00 m metre 0.00 13.31
DSR18.39 122060 Repainting one coat on G.I. Pipes and fittings
with synthetic enamel white paint of approved
quality
DSR18.39.1 122061 15mm diameter pipe
Details of cost for 10 metre
Materials -
Painting one coat with white paint on old sqm 26.28 0.673 17.68
work.Rate as per item No. 121052
Add for delay Lumpsu 9999 1 8.06 8.06
m
25.74
Add for water charges @ 1% on A 0.01 0.08
25.83

Page 1385
 Chapter-12 : Painting, Polishing Varnishing

Ref. Item Item No. Description Unit Rate Rate Quantity Labour Material
no. Code (Rs.) Cost (Rs.) Cost (Rs.)

8.14
Add for contractors profit and overhead @10% 0.15 1.22
A+B
Cost of 10.00 m 27.05
Cost of 1.00 m metre 0.00 2.70
DSR18.39.2 122062 20mm diameter pipe
Details of cost for 10 metre
Materials -
Painting one coat with white paint on old sqm 26.28 0.845 22.20
work.Rate as per item No. 121052
Add for delay Lumpsu 9999 1 8.06 8.06
m
30.26
Add for water charges @ 1% on A 0.01 0.08
30.35
8.14
Add for contractors profit and overhead @10% 0.15 1.22
A+B
Cost of 10.00 m 31.57
Cost of 1.00 m metre 0.00 3.16
DSR18.39.3 122063 25mm diameter pipe
Details of cost for 10 metre
Materials -
Painting one coat with white paint on old sqm 26.28 1.061 27.88
work.Rate as per item No. 121052
Add for delay Lumpsu 9999 1 10.79 10.79
m
38.67
Add for water charges @ 1% on A 0.01 0.11
38.78
10.90
Add for contractors profit and overhead @10% 0.15 1.63
A+B

Page 1386
 Chapter-12 : Painting, Polishing Varnishing

Ref. Item Item No. Description Unit Rate Rate Quantity Labour Material
no. Code (Rs.) Cost (Rs.) Cost (Rs.)

Cost of 10.00 m 40.41

Cost of 1.00 m metre 0.00 4.04
DSR18.39.4 122064 32mm diameter pipe
Details of cost for 10 metre
Materials -
Painting one coat with white paint on old sqm 22.85 1.334 30.48
work.(Rate as per item No. 14.54.1 of
S.H.Repair to Bldg)
Add for delay Lumpsu 9999 1 10.92 10.92
m
41.40
Add for water charges @ 1% on A 0.01 0.11
41.51
11.03
Add for contractors profit and overhead @10% 0.15 1.65
A+B
Cost of 10.00 m 43.17
Cost of 1.00 m metre 0.00 4.32
DSR18.39.5 122065 40mm diameter pipe

Details of cost for 10 metre

Materials -
Painting one coat with white paint on old sqm 26.28 1.52 39.94
work.Rate as per item No. 121052
Add for delay Lumpsu 9999 1 13.52 13.52
m
53.46
Add for water charges @ 1% on A 0.01 0.14
53.60
13.66
Add for contractors profit and overhead @10% 0.15 2.05
A+B
Cost of 10.00 m 55.65
Cost of 1.00 m metre 0.00 5.56

Page 1387
 Chapter-12 : Painting, Polishing Varnishing

Ref. Item Item No. Description Unit Rate Rate Quantity Labour Material
no. Code (Rs.) Cost (Rs.) Cost (Rs.)

DSR18.39.6 122066 50mm diameter pipe

Details of cost for 10 metre
Materials -
Painting one coat with white paint on old sqm 26.28 1.894 49.77
work.Rate as per item No. 121052
Add for delay Lumpsu 9999 1 13.52 13.52
m
63.29
Add for water charges @ 1% on A 0.01 0.14
63.43
13.66
Add for contractors profit and overhead @10% 0.15 2.05
A+B
Cost of 10.00 m 65.47
Cost of 1.00 m metre 0.00 6.55
DSR18.40 122070 Painting G.I. Pipes (New work) and fittings with
two coats of anti-corrosive bitumastic paint of
approved quality
DSR18.40.1 122071 15mm diameter pipe
Details of cost for 10 metre
Materials -
Painting with anti-corrosive paint two coats. sqm 29.99 0.673 20.18
(Rate as per item No. 121111)
Add for delay Lumpsu 9999 1 8.06 8.06
m
28.24
Add for water charges @ 1% on A 0.01 0.08
28.33
8.14
Add for contractors profit and overhead @10% 0.15 1.22
A+B
Cost of 10.00 m 29.55
Cost of 1.00 m metre 0.00 2.95

Page 1388
 Chapter-12 : Painting, Polishing Varnishing

Ref. Item Item No. Description Unit Rate Rate Quantity Labour Material
no. Code (Rs.) Cost (Rs.) Cost (Rs.)

DSR18.40.2 122072 20mm diameter pipe

Details of cost for 10 metre
Materials -
Painting with anti-corrosive paint two coats. sqm 29.99 0.845 25.34
(Rate as per item No. 121111)
Add for delay Lumpsu 9999 1 8.06 8.06
m
33.40
Add for water charges @ 1% on A 0.01 0.08
33.48
8.14
Add for contractors profit and overhead @10% 0.15 1.22
A+B
Cost of 10.00 m 34.71
Cost of 1.00 m metre 0.00 3.47
DSR18.40.3 122073 25mm diameter pipe
Details of cost for 10 metre
Materials -
Painting with anti-corrosive paint two coats. sqm 29.99 1.061 31.82
(Rate as per item No. 121111)
Add for delay Lumpsu 9999 1 10.79 10.79
m
42.61
Add for water charges @ 1% on A 0.01 0.11
42.72
10.90
Add for contractors profit and overhead @10% 0.15 1.63
A+B
Cost of 10.00 m 44.35
Cost of 1.00 m metre 0.00 4.44
DSR18.40.4 122074 32mm diameter pipe
Details of cost for 10 metre
Materials -

Page 1389
 Chapter-12 : Painting, Polishing Varnishing

Ref. Item Item No. Description Unit Rate Rate Quantity Labour Material
no. Code (Rs.) Cost (Rs.) Cost (Rs.)

Painting with anti-corrosive paint two coats. sqm 29.99 1.334 40.01
(Rate as per item No. 121111)
Add for delay Lumpsu 9999 1 10.79 10.79
m
50.80
Add for water charges @ 1% on A 0.01 0.11
50.91
10.90
Add for contractors profit and overhead @10% 0.15 1.63
A+B
Cost of 10.00 m 52.54
Cost of 1.00 m metre 0.00 5.25
DSR18.40.5 122075 40mm diameter pipe
Details of cost for 10 metre
Materials -
Painting with anti-corrosive paint two coats. sqm 29.99 1.52 45.59
(Rate as per item No. 121111)
Add for delay Lumpsu 9999 1 12.22 12.22
m
57.81
Add for water charges @ 1% on A 0.01 0.12
57.93
12.34
Add for contractors profit and overhead @10% 0.15 1.85
A+B
Cost of 10.00 m 59.78
Cost of 1.00 m metre 0.00 5.98
DSR18.40.6 122076 50mm diameter pipe
Details of cost for 10 metre
Materials -
Painting with anti-corrosive paint two coats. sqm 29.99 1.894 56.81
(Rate as per item No. 121111)
Add for delay Lumpsu 9999 1 12.22 12.22
m

Page 1390
 Chapter-12 : Painting, Polishing Varnishing

Ref. Item Item No. Description Unit Rate Rate Quantity Labour Material
no. Code (Rs.) Cost (Rs.) Cost (Rs.)

69.03
Add for water charges @ 1% on A 0.01 0.12
69.15
12.34
Add for contractors profit and overhead @10% 0.15 1.85
A+B
Cost of 10.00 m 71.00
Cost of 1.00 m metre 0.00 7.10
DSR18.40.7 122077 80mm diameter pipe
Details of cost for 10 metre
Materials -
Painting with anti-corrosive paint two coats. sqm 29.99 2.796 83.86
(Rate as per item No. 121111)
Add for delay Lumpsu 9999 1 14.82 14.82
m
98.68
Add for water charges @ 1% on A 0.01 0.15
98.83
14.97
Add for contractors profit and overhead @10% 0.15 2.25
A+B
Cost of 10.00 m 101.07
Cost of 1.00 m metre 0.00 10.11
PAINTING OF SPECIAL ITEMS
123010 Painting, one coat , any shade as directed of
approved make and brand a) Trusses upto 9m
clear span and b) Staging with O.H. tank where
staging is upto 2.5m in height
ER13.2a 123011 With Red Oxide metal primer as per IS:123
Cost per sqm
Materials -
Red oxide primer litre 0848 90 0.0625 5.63

Page 1391
 Chapter-12 : Painting, Polishing Varnishing

Ref. Item Item No. Description Unit Rate Rate Quantity Labour Material
no. Code (Rs.) Cost (Rs.) Cost (Rs.)

Cotton wastage Lumpsu 9999 1 0.15 0.15

m
carriage Lumpsu 9999 1 0 0.00
m
Labour-
Painter Day 0131 158 0.018 2.84
Coolie Day 0115 152 0.018 2.74
Scaffolding Lumpsu 9999 1 0.083 0.08
m
Sundries including tools and plants Lumpsu 9999 1 0.071 0.07
m
5.73 5.78
Add for water charges @ 1% 0.01 0.06 0.06
5.79 5.83
Add for contractors profit and overhead @10% 0.15 0.87 0.87
Cost of 1.00 sqm Sqm 6.66 6.71
ER13.2b 123012 With Zinc Chromate primer as per IS:104
Cost per sqm
Materials -
Red oxide Zinc chromate primer litre 4202 80 0.0556 4.45
Cotton wastage Lumpsu 9999 1 0.15 0.15
m
carriage Lumpsu 9999 1 0 0.00
m
Labour-
Painter Day 0131 158 0.018 2.84
Coolie Day 0115 152 0.018 2.74
Scaffolding Lumpsu 9999 1 0.083 0.08
m
Sundries including tools and plants Lumpsu 9999 1 0.071 0.07
m
5.73 4.60
Add for water charges @ 1% 0.01 0.06 0.05
5.79 4.64

Page 1392
 Chapter-12 : Painting, Polishing Varnishing

Ref. Item Item No. Description Unit Rate Rate Quantity Labour Material
no. Code (Rs.) Cost (Rs.) Cost (Rs.)

Add for contractors profit and overhead @10% 0.15 0.87 0.70
Cost of 1.00 sqm Sqm 6.66 5.34
ER13.6a 123013 With Synthetic Enamel paint.
Cost per sqm
Materials -
Synthetic enamel paint in black or chocolate litre 0833 140 0.0897 12.56
shade
Cotton wastage Lumpsu 9999 1 0.15 0.15
m
carriage Lumpsu 9999 1 0 0.00
m
Labour-
Painter Day 0131 158 0.018 2.84
Coolie Day 0115 152 0.018 2.74
Scaffolding Lumpsu 9999 1 0.083 0.08
m
Sundries including tools and plants Lumpsu 9999 1 0.071 0.07
m
5.73 12.71
Add for water charges @ 1% 0.01 0.06 0.13
5.79 12.84
Add for contractors profit and overhead @10% 0.15 0.87 1.93
Cost of 1.00 sqm Sqm 6.66 14.76
ER13.6b 123014 With Aluminium paint as per IS:2339.
Cost per sqm
Materials -
Aluminium paint litre 0826 130 0.05 6.50
Cotton wastage Lumpsu 9999 1 0.15 0.15
m
carriage Lumpsu 9999 1 0 0.00
m
Labour-
Painter Day 0131 158 0.018 2.84
Coolie Day 0115 152 0.018 2.74

Page 1393
 Chapter-12 : Painting, Polishing Varnishing

Ref. Item Item No. Description Unit Rate Rate Quantity Labour Material
no. Code (Rs.) Cost (Rs.) Cost (Rs.)

Scaffolding Lumpsu 9999 1 0.083 0.08

m
Sundries including tools and plants Lumpsu 9999 1 0.071 0.07
m
5.73 6.65
Add for water charges @ 1% 0.01 0.06 0.07
5.79 6.72
Add for contractors profit and overhead @10% 0.15 0.87 1.01
Cost of 1.00 sqm Sqm 6.66 7.72
123020 Painting, Two coat , any shade as directed of
approved make and brand a) Trusses upto 9m
clear span and b) Staging with O.H. tank where
staging is upto 2.5m in height
ER13.3a 123021 With Red Oxide metal primer as per IS:123
Cost per sqm
Materials -
Red oxide primer litre 0848 90 0.1094 9.85
Cotton wastage Lumpsu 9999 1 0.2 0.20
m
carriage Lumpsu 9999 1 0 0.00
m
Labour-
Painter Day 0131 158 0.034 5.37
Coolie Day 0115 152 0.034 5.17
Scaffolding Lumpsu 9999 1 0.125 0.13
m
Sundries including tools and plants Lumpsu 9999 1 0.142 0.14
m
10.81 10.05
Add for water charges @ 1% 0.01 0.11 0.10
10.92 10.15
Add for contractors profit and overhead @10% 0.15 1.64 1.52
Cost of 1.00 sqm Sqm 12.55 11.67
ER13.3b 123022 With Zinc Chromate primer as per IS:104

Page 1394
 Chapter-12 : Painting, Polishing Varnishing

Ref. Item Item No. Description Unit Rate Rate Quantity Labour Material
no. Code (Rs.) Cost (Rs.) Cost (Rs.)

Cost per sqm

Materials -
Red oxide Zinc chromate primer litre 4202 80 0.0973 7.78
Cotton wastage Lumpsu 9999 1 0.2 0.20
m
carriage Lumpsu 9999 1 0 0.00
m
Labour-
Painter Day 0131 158 0.034 5.37
Coolie Day 0115 152 0.034 5.17
Scaffolding Lumpsu 9999 1 0.125 0.13
m
Sundries including tools and plants Lumpsu 9999 1 0.142 0.14
m
10.81 7.98
Add for water charges @ 1% 0.01 0.11 0.08
10.92 8.06
Add for contractors profit and overhead @10% 0.15 1.64 1.21
Cost of 1.00 sqm Sqm 12.55 9.27
ER13.7a 123023 With Synthetic Enamel paint.
Cost per sqm
Materials -
Synthetic enamel paint in black or chocolate litre 0833 140 0.1569 21.97
shade
Cotton wastage Lumpsu 9999 1 0.2 0.20
m
carriage Lumpsu 9999 1 0 0.00
m
Labour-
Painter Day 0131 158 0.034 5.37
Coolie Day 0115 152 0.034 5.17
Scaffolding Lumpsu 9999 1 0.125 0.13
m

Page 1395
 Chapter-12 : Painting, Polishing Varnishing

Ref. Item Item No. Description Unit Rate Rate Quantity Labour Material
no. Code (Rs.) Cost (Rs.) Cost (Rs.)

Sundries including tools and plants Lumpsu 9999 1 0.142 0.14

m
10.81 22.17
Add for water charges @ 1% 0.01 0.11 2.40
10.92 24.56
Add for contractors profit and overhead @10% 0.15 1.64 3.68
Cost of 1.00 sqm Sqm 12.55 28.25
ER13.7b 123024 With Aluminium paint as per IS:2339.
Cost per sqm
Materials -
Aluminium paint litre 0826 130 0.0875 11.38
Cotton wastage Lumpsu 9999 1 0.2 0.20
m
carriage Lumpsu 9999 1 0 0.00
m
Labour-
Painter Day 0131 158 0.034 5.37
Coolie Day 0115 152 0.034 5.17
Scaffolding Lumpsu 9999 1 0.125 0.13
m
Sundries including tools and plants Lumpsu 9999 1 0.142 0.14
m
10.81 11.58
Add for water charges @ 1% 0.01 0.11 0.12
10.92 11.69
Add for contractors profit and overhead @10% 0.15 1.64 1.75
Cost of 1.00 sqm Sqm 12.55 13.44
ER13.4a 123030 Painting, one coat, any shade as directed of
approved make and brand a) Trusses
exceeding 9m clear span, b) Staging with O.H.
tank where staging is more than 2.5m in height,
c) Flood light towers, d) Chimneys and similar
structures

ER13.4a 123031 With Red Oxide metal primer as per IS:123

Page 1396
 Chapter-12 : Painting, Polishing Varnishing

Ref. Item Item No. Description Unit Rate Rate Quantity Labour Material
no. Code (Rs.) Cost (Rs.) Cost (Rs.)

Cost per sqm

Materials -
Red oxide metal primer as per IS;123 0.0625 0.00
Cotton wastage Lumpsu 9999 1 0.15 0.15
m
carriage Lumpsu 9999 1 0 0.00
m
Labour-
Painter Day 0131 158 0.027 4.27
Coolie Day 0115 152 0.027 4.10
Scaffolding Lumpsu 9999 1 0.108 0.11
m
Sundries including tools and plants Lumpsu 9999 1 0.071 0.07
m
8.55 0.15
Add for water charges @ 1% 0.01 0.09 0.00
8.63 0.15
Add for contractors profit and overhead @10% 0.15 1.30 0.02
Cost of 1.00 sqm Sqm 9.93 0.17
With Red Oxide metal primer as per IS:123
ER13.4b 123032 With Zinc Chromate primer as per IS:104
Cost per sqm
Materials -
Red oxide Zinc chromate primer litre 4202 80 0.0056 0.45
Cotton wastage Lumpsu 9999 1 0.15 0.15
m
carriage Lumpsu 9999 1 0 0.00
m
Labour-
Painter Day 0131 158 0.027 4.27
Coolie Day 0115 152 0.027 4.10
Scaffolding Lumpsu 9999 1 0.108 0.11
m

Page 1397
 Chapter-12 : Painting, Polishing Varnishing

Ref. Item Item No. Description Unit Rate Rate Quantity Labour Material
no. Code (Rs.) Cost (Rs.) Cost (Rs.)

Sundries including tools and plants Lumpsu 9999 1 0.071 0.07

m
8.55 0.60
Add for water charges @ 1% 0.01 0.09 0.01
8.63 0.60
Add for contractors profit and overhead @10% 0.15 1.30 0.09
Cost of 1.00 sqm Sqm 9.93 0.69
Board area more than 2 sqm
ER13.8a 123033 With Synthetic Enamel paint
Cost per sqm
Materials -
Synthetic enamel paint in black or chocolate litre 0833 140 0.0897 12.56
shade
Cotton wastage Lumpsu 9999 1 0.15 0.15
m
carriage Lumpsu 9999 1 0 0.00
m
Labour-
Painter Day 0131 158 0.027 4.27
Coolie Day 0115 152 0.027 4.10
Scaffolding Lumpsu 9999 1 0.108 0.11
m
Sundries including tools and plants Lumpsu 9999 1 0.071 0.07
m
8.55 12.71
Add for water charges @ 1% 0.01 0.09 0.13
8.63 12.84
Add for contractors profit and overhead @10% 0.15 1.30 1.93
Cost of 1.00 sqm Sqm 9.93 14.76
ER13.8b 123034 With Aluminium paint as per IS:2339
Cost per sqm
Materials -
Aluminium paint litre 0826 130 0.05 6.50

Page 1398
 Chapter-12 : Painting, Polishing Varnishing

Ref. Item Item No. Description Unit Rate Rate Quantity Labour Material
no. Code (Rs.) Cost (Rs.) Cost (Rs.)

Cotton wastage Lumpsu 9999 1 0.15 0.15

m
carriage Lumpsu 9999 1 0 0.00
m
Labour-
Painter Day 0131 158 0.027 4.27
Coolie Day 0115 152 0.027 4.10
Scaffolding Lumpsu 9999 1 0.108 0.11
m
Sundries including tools and plants Lumpsu 9999 1 0.071 0.07
m
8.55 6.65
Add for water charges @ 1% 0.01 0.09 0.07
8.63 6.72
Add for contractors profit and overhead @10% 0.15 1.30 1.01
Cost of 1.00 sqm Sqm 9.93 7.72
123040 Painting, Two coat, any shade as directed of
approved make and brand a) Trusses
exceeding 9m clear span, b) Staging with O.H.
tank where staging is more than 2.5m in height,
c) Flood light towers, d) Chimneys and similar
structures

ER13.5a 123041 With Red Oxide metal primer as per IS:123

Cost per sqm
Materials -
Red oxide primer litre 0848 90 0.1094 9.85
Cotton wastage Lumpsu 9999 1 0.2 0.20
m
carriage Lumpsu 9999 1 0 0.00
m
Labour-
Painter Day 0131 158 0.048 7.58
Coolie Day 0115 152 0.048 7.30
Scaffolding Lumpsu 9999 1 0.162 0.16
m

Page 1399
 Chapter-12 : Painting, Polishing Varnishing

Ref. Item Item No. Description Unit Rate Rate Quantity Labour Material
no. Code (Rs.) Cost (Rs.) Cost (Rs.)

Sundries including tools and plants Lumpsu 9999 1 0.142 0.14

m
15.18 10.05
Add for water charges @ 1% 0.01 0.15 0.10
15.34 10.15
Add for contractors profit and overhead @10% 0.15 2.30 1.52
Cost of 1.00 sqm Sqm 17.64 11.67
ER13.5b 123042 With Zinc Chromate primer as per IS:104
Cost per sqm
Materials -
Red oxide Zinc chromate primer litre 4202 80 0.0973 7.78
Cotton wastage Lumpsu 9999 1 0.2 0.20
m
carriage Lumpsu 9999 1 0 0.00
m
Labour-
Painter Day 0131 158 0.048 7.58
Coolie Day 0115 152 0.048 7.30
Scaffolding Lumpsu 9999 1 0.162 0.16
m
Sundries including tools and plants Lumpsu 9999 1 0.142 0.14
m
15.18 7.98
Add for water charges @ 1% 0.01 0.15 0.08
15.34 8.06
Add for contractors profit and overhead @10% 0.15 2.30 1.21
Cost of 1.00 sqm Sqm 17.64 9.27
ER13.9a 123043 With Synthetic Enamel paint
Cost per sqm
Materials -
Synthetic enamel paint in black or chocolate litre 0833 140 0.1569 21.97
shade
Cotton wastage Lumpsu 9999 1 0.2 0.20
m

Page 1400
 Chapter-12 : Painting, Polishing Varnishing

Ref. Item Item No. Description Unit Rate Rate Quantity Labour Material
no. Code (Rs.) Cost (Rs.) Cost (Rs.)

carriage Lumpsu 9999 1 0 0.00

m
Labour-
Painter Day 0131 158 0.048 7.58
Coolie Day 0115 152 0.048 7.30
Scaffolding Lumpsu 9999 1 0.162 0.16
m
Sundries including tools and plants Lumpsu 9999 1 0.142 0.14
m
15.18 22.17
Add for water charges @ 1% 0.01 0.15 0.22
15.34 22.39
Add for contractors profit and overhead @10% 0.15 2.30 3.36
Cost of 1.00 sqm Sqm 17.64 25.75
ER13.9b 123044 With Aluminium paint as per IS:2339
Cost per sqm
Materials -
Aluminium paint litre 0826 130 0.0875 11.38
Cotton wastage Lumpsu 9999 1 0.2 0.20
m
carriage Lumpsu 9999 1 0 0.00
m
Labour-
Painter Day 0131 158 0.048 7.58
Coolie Day 0115 152 0.048 7.30
Scaffolding Lumpsu 9999 1 0.162 0.16
m
Sundries including tools and plants Lumpsu 9999 1 0.142 0.14
m
15.18 11.58
Add for water charges @ 1% 0.01 0.15 0.12
15.34 11.69
Add for contractors profit and overhead @10% 0.15 2.30 1.75
Cost of 1.00 sqm Sqm 17.64 13.44

Page 1401
 Chapter-12 : Painting, Polishing Varnishing

Ref. Item Item No. Description Unit Rate Rate Quantity Labour Material
no. Code (Rs.) Cost (Rs.) Cost (Rs.)

ER13.34 123050 Painting (any shade as directed) with synthetic

enamel paint of approved make and brand)
telegraph OHE mast number plate including
lettering complete (single plate)
Cost per sqm
Materials -
Synthetic enamel paint in all shades except litre 0834 160 0.026 4.16
black or chocolate shade
Cotton wastage Lumpsu 9999 1 0.015 0.02
m
carriage Lumpsu 9999 1 0 0.00
m
Labour-
Painter Day 0131 158 0.134 21.17
Coolie Day 0115 152 0.134 20.37
Scaffolding Lumpsu 9999 1 0.02 0.02
m
Sundries including tools and plants Lumpsu 9999 1 0.008 0.01
m
41.57 4.18
Add for water charges @ 1% 0.01 0.42 0.04
41.98 4.22
Add for contractors profit and overhead @10% 0.15 6.30 0.63
Cost of 1.00 sqm Sqm 48.28 4.85
ER13.35 123060 Painting (any shade as directed) with synthetic
enamel paint of approved make and brand
telegraph OHE mast number plate including
lettering complete (double plate)
Synthetic enamel paint in all shades except litre 0834 160 0.026 4.16
black or chocolate shade
Cotton wastage Lumpsu 9999 1 0.015 0.02
m
carriage Lumpsu 9999 1 0 0.00
m
Labour-

Page 1402
 Chapter-12 : Painting, Polishing Varnishing

Ref. Item Item No. Description Unit Rate Rate Quantity Labour Material
no. Code (Rs.) Cost (Rs.) Cost (Rs.)

Painter Day 0131 158 0.159 25.12

Coolie Day 0115 152 0.159 24.17
Scaffolding Lumpsu 9999 1 0.023 0.02
m
Sundries including tools and plants Lumpsu 9999 1 0.01 0.01
m
49.32 4.18
Add for water charges @ 1% 9997 0.01 0.49 0.04
49.82 4.22
Add for contractors profit and overhead @10% 9998 0.15 7.47 0.63
Cost of 1.00 sqm Sqm 57.29 4.85
SERJ35 123070 Painting fire buckets with Synthetic Enamel paint
two coats. (Inside and outside complete)
Cost for one
Materials -
Synthetic enamel paint in all shades except litre 0834 160 0.26 41.60
black or chocolate shade
Cotton wastage & sundries Lumpsu 9999 1 3 3.00
m
carriage 0 0.00
Labour-
Painter Day 0131 158 0.02 3.16
Coolie Day 0115 152 0.02 3.04
Sundries including tools and plants Lumpsu 9999 1 0.2 0.20
m
6.40 44.60
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.06 0.45
m
6.46 45.05
Add for Contractor’s Profit and Overheads @ Lumpsu 9998 0.15 0.97 6.76
15% (no rates reqd.) m
Cost of each Each 7.43 51.80

Page 1403
 Chapter-12 : Painting, Polishing Varnishing

Ref. Item Item No. Description Unit Rate Rate Quantity Labour Material
no. Code (Rs.) Cost (Rs.) Cost (Rs.)

SERJ37 123080 Painting human figures on latrine walls with

Synthetic Enamel paint two coats, including the
background complete
Cost for twenty fig per day
Materials -
Synthetic enamel paint in all shades except litre 0834 160 1 160.00
black or chocolate shade
Cotton wastage & sundries Lumpsu 9999 1 80 80.00
m
carriage 0 0.00
Labour-
Painter Day 0131 158 1 158.00
Coolie Day 0115 152 1 152.00
Sundries including tools and plants Lumpsu 9999 1 4 4.00
m
314.00 240.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 3.14 2.40
m
317.14 242.40
Add for Contractor’s Profit and Overheads @ Lumpsu 9998 0.15 47.57 36.36
15% (no rates reqd.) m
Cost of for 20 figures 364.71 278.76
Cost of each Each 18.24 13.94
SERJ38 123090 Painting line clear apparatus with Synthetic
Enamel paint two coats
Cost for one
Materials -
Synthetic enamel paint in all shades except litre 0834 160 0.6 96.00
black or chocolate shade
Cotton wastage & sundries Lumpsu 9999 1 3 3.00
m
carriage 0 0.00
Labour-
Painter Day 0131 158 0.1908 30.15

Page 1404
 Chapter-12 : Painting, Polishing Varnishing

Ref. Item Item No. Description Unit Rate Rate Quantity Labour Material
no. Code (Rs.) Cost (Rs.) Cost (Rs.)

Coolie Day 0115 152 0.1908 29.00

Sundries including tools and plants Lumpsu 9999 1 0.2 0.20
m
Sundries (no rates reqd.) 59.35 99.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.59 0.99
m
59.94 99.99
Add for Contractor’s Profit and Overheads @ Lumpsu 9998 0.15 8.99 15.00
15% (no rates reqd.) m
Cost of each Each 68.93 114.99
123100 Painting Station Name boards (both sides)
including lettering on both sides two coats of
synthetic enamel paint to give an even shade
NFR1117 123101 Board area more than 2 sqm
Cost for one
Materials -
Synthetic enamel paint in all shades except litre 0834 160 0.6 96.00
black or chocolate shade
Cotton wastage & sundries Lumpsu 9999 1 10 10.00
m
carriage 0 0.00
Labour-
Painter Day 0131 158 0.159 25.12
Coolie Day 0115 152 0.159 24.17
Sundries including tools and plants Lumpsu 9999 1 0.2 0.20
m
Sundries (no rates reqd.) 49.49 106.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.49 1.06
m
49.98 107.06
Add for Contractor’s Profit and Overheads @ Lumpsu 9998 0.15 7.50 16.06
15% (no rates reqd.) m
Cost for one Each 57.48 123.12
123102 Board area upto 2 sqm

Page 1405
 Chapter-12 : Painting, Polishing Varnishing

Ref. Item Item No. Description Unit Rate Rate Quantity Labour Material
no. Code (Rs.) Cost (Rs.) Cost (Rs.)

Cost for one

Materials -
Synthetic enamel paint in all shades except litre 0834 160 0.4 64.00
black or chocolate shade
Cotton wastage & sundries Lumpsu 9999 1 8 8.00
m
carriage 0 0.00
Labour-
Painter Day 0131 158 0.159 25.12
Coolie Day 0115 152 0.159 24.17
Sundries including tools and plants Lumpsu 9999 1 0.2 0.20
m
Sundries (no rates reqd.) 49.49 72.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.49 0.72
m
49.98 72.72
Add for Contractor’s Profit and Overheads @ Lumpsu 9998 0.15 7.50 10.91
15% (no rates reqd.) m
Cost for one Each 57.48 83.63
NER13022 123110 Painting and lettering gradient posts, km posts,
curve plates, boundary pillars/marks etc two
coats (both sides) along the railway tracks
Cost for one
Materials -
Synthetic enamel paint in all shades except litre 0834 160 0.25 40.00
black or chocolate shade
Sundries (no rates reqd.) Lumpsu 9999 1 10 10.00
m
carriage 0 0.00
Labour-
Painter Day 0131 158 0.1 15.80
Coolie Day 0115 152 0.1 15.20
Sundries including tools and plants Lumpsu 9999 1 2 2.00
m

Page 1406
 Chapter-12 : Painting, Polishing Varnishing

Ref. Item Item No. Description Unit Rate Rate Quantity Labour Material
no. Code (Rs.) Cost (Rs.) Cost (Rs.)

Sundries (no rates reqd.) Lumpsu 9999 1 33.00 50.00

m
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.33 0.50
m
33.33 50.50
Add for Contractor’s Profit and Overheads @ Lumpsu 9998 0.15 5.00 7.57
15% (no rates reqd.) m
Cost for one Each 38.33 58.08
VARNISHING AND POLISHING
DSR13.67 124010 Varnishing with varnish of approved brand and
manufacture
DSR13.67.1 124011 On new work - two or more coats of glue sizing
with copal varnish over an under coat of flatting
varnish
Details of cost for 10 sqm
Materials -
Ordinary varnish litre 0856 100 0.7 70.00
Glue Kg 0763 64 0.07 4.48
Superior copal varnish litre 0857 100 1.16 116.00
Carriage Lumpsu 9999 1 0 0.00
m
Putty to repair holes etc. Lumpsu 9999 1 5.33 5.33
m
Labour-
Painter Day 0131 158 0.9 142.20
Coolie Day 0115 152 0.9 136.80
Brushes,sand papers etc. Lumpsu 9999 1 6.76 6.76
m
Sundries (no rates reqd.) Lumpsu 9999 1 7.15 7.15
m
292.91 195.81
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.93 1.96
m
295.84 197.77

Page 1407
 Chapter-12 : Painting, Polishing Varnishing

Ref. Item Item No. Description Unit Rate Rate Quantity Labour Material
no. Code (Rs.) Cost (Rs.) Cost (Rs.)

Add for Contractor’s Profit and Overheads @ Lumpsu 9998 0.15 44.38 29.67
15% (no rates reqd.) m
Cost of 10.00 sqm 340.21 227.43
Cost of 1.00 sqm Sqm 34.02 22.74
DSR14.69.1 124012 On old work - one or more coats with copal
varnish
Details of cost for 10 sqm
Materials -
Superior copal varnish litre 0857 100 0.7 70.00
Carriage Lumpsu 9999 1 0 0.00
m
Repair to the surface Lumpsu 9999 1 2.73 2.73
m
Labour-
Painter Day 0131 158 0.36 56.88
Coolie Day 0115 152 0.36 54.72
Brushes,sand papers etc. Lumpsu 9999 1 0.53 0.53
m
Sundries (no rates reqd.) Lumpsu 9999 1 2.73 2.73
m
114.86 72.73
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.15 0.73
m
116.01 73.46
Add for Contractor’s Profit and Overheads @ Lumpsu 9998 0.15 17.40 11.02
15% (no rates reqd.) m
Cost of 10.00 sqm 133.41 84.48
Cost of 1.00 sqm Sqm 13.34 8.45
DSR13.67.2 124013 On new work two or more coats glue sizing with
spar varnish or an under coat of flatting varnish

Details of cost for 10 sqm

Materials -
Glue Kg 0763 64 0.07 4.48

Page 1408
 Chapter-12 : Painting, Polishing Varnishing

Ref. Item Item No. Description Unit Rate Rate Quantity Labour Material
no. Code (Rs.) Cost (Rs.) Cost (Rs.)

Ordinary varnish litre 0856 100 0.7 70.00

Superior spar varnish litre 0858 110 1.26 138.60
Carriage Lumpsu 9999 1 0 0.00
m
Repair etc. Lumpsu 9999 1 2.73 2.73
m
Labour-
Painter Day 0131 158 0.9 142.20
Coolie Day 0115 152 0.9 136.80
Brushes,sand papers etc. Lumpsu 9999 1 6.76 6.76
m
Sundries (no rates reqd.) Lumpsu 9999 1 7.15 7.15
m
292.91 215.81
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.93 2.16
m
295.84 217.97
Add for Contractor’s Profit and Overheads @ Lumpsu 9998 0.15 44.38 32.70
15% (no rates reqd.) m
Cost of 10.00 sqm 340.21 250.66
Cost of 1.00 sqm Sqm 34.02 25.07
DSR14.69.2 124014 On old work one or more coats with spar varnish

Details of cost for 1 sqm

Materials -
Superior spar varnish litre 0858 110 0.75 82.50
Carriage Lumpsu 9999 1 0 0.00
m
Repair etc. Lumpsu 9999 1 2.73 2.73
m
Labour-
Painter Day 0131 158 0.36 56.88
Coolie Day 0115 152 0.36 54.72
Brushes,sand papers etc. Lumpsu 9999 1 2.73 2.73
m

Page 1409
 Chapter-12 : Painting, Polishing Varnishing

Ref. Item Item No. Description Unit Rate Rate Quantity Labour Material
no. Code (Rs.) Cost (Rs.) Cost (Rs.)

Sundries (no rates reqd.) Lumpsu 9999 1 4.16 4.16

m
118.49 85.23
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.18 0.85
m
119.67 86.08
Add for Contractor’s Profit and Overheads @ Lumpsu 9998 0.15 17.95 12.91
15% (no rates reqd.) m
Cost of 10.00 sqm 137.63 98.99
Cost of 1.00 sqm Sqm 13.76 9.90
DSR13.68 124020 French spirit polishing
DSR13.68.1 124021 Two or more coats on new work including a coat
of wood filler
Details of cost for 10 sqm
Materials -
Spirit litre 1000 60 1.63 97.80
Pigment Lumpsu 9999 1 7.15 7.15
m
Shellac Kg 0999 250 0.24 60.00
Carriage of materials Lumpsu 9999 1 0 0.00
m
White wollen cloth ,putty Lumpsu 9999 1 16.12 16.12
m
Sand paper cotton etc. Lumpsu 9999 1 13.39 13.39
m
Linseed oil Lumpsu 9999 1 1.43 1.43
m
Labour-
Painter Day 0131 158 3.5 553.00
Sundries (no rates reqd.) Lumpsu 9999 1 8.06 8.06
m
561.06 195.89
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 5.61 1.96
m
566.67 197.85

Page 1410
 Chapter-12 : Painting, Polishing Varnishing

Ref. Item Item No. Description Unit Rate Rate Quantity Labour Material
no. Code (Rs.) Cost (Rs.) Cost (Rs.)

Add for Contractor’s Profit and Overheads @ Lumpsu 9998 0.15 85.00 29.68
15% (no rates reqd.) m
Cost of 10.00 sqm 651.67 227.53
Cost of 1.00 sqm Sqm 65.17 22.75
DSR14.58.1 124022 One or more coats on old work
Details of cost for 10 sqm
Materials -
Spirit litre 1000 60 0.98 58.80
Shellac Kg 0999 250 0.13 32.50
Carriage of materials Lumpsu 9999 1 0 0.00
m
Sand paper cotton wollen cloth ,putty etc. Lumpsu 9999 1 10.79 10.79
m
Linseed oil Lumpsu 9999 1 0.52 0.52
m
Labour-
Painter Day 0131 158 1.76 278.08
Sundries (no rates reqd.) Lumpsu 9999 1 8.06 8.06
m
286.14 102.61
Add for Water Charges @1% (no rates reqd.) 0.01 2.86 1.03
289.00 103.64
Add for Contractor’s Profit and Overheads @ 0.15 43.35 15.55
15% (no rates reqd.)
Cost of 10.00 sqm 332.35 119.18
Cost of 1.00 sqm Sqm 33.24 11.92
DSR13.69.1 124030 Polishing on wood work with ready made wax
polish of approved brand and manufacture
DSR13.69.1 124031 New work (two or more coats)
Details of cost for 10 sqm
Materials -
Wax polish (ready made) Kg 0855 300 0.5 150.00
Carriage Lumpsu 9999 1 0 0.00
m

Page 1411
 Chapter-12 : Painting, Polishing Varnishing

Ref. Item Item No. Description Unit Rate Rate Quantity Labour Material
no. Code (Rs.) Cost (Rs.) Cost (Rs.)

Labour-
Painter Day 0131 158 0.8 126.40
Coolie Day 0115 152 0.8 121.60
Soap, brushes,cloth etc. Lumpsu 9999 1 4.16 4.16
m
Sundries (no rates reqd.) Lumpsu 9999 1 7.15 7.15
m
259.31 150.00
Add for Water Charges @1% (no rates reqd.) 0.01 2.59 1.50
261.90 151.50
Add for Contractor’s Profit and Overheads @ 0.15 39.29 22.72
15% (no rates reqd.)
Cost of 10.00 sqm 301.19 174.23
Cost of 1.00 sqm Sqm 30.12 17.42
DSR14.59.1 124032 Old work (one or more coats)
Details of cost for 10 sqm
Materials -
Wax polish (ready made) Kg 0855 300 0.25 75.00
Carriage Lumpsu 9999 1 0 0.00
m
Labour-
Painter Day 0131 158 0.4 63.20
Coolie Day 0115 152 0.4 60.80
Soap, brushes,cloth etc. Lumpsu 9999 1 4.16 4.16
m
Sundries (no rates reqd.) Lumpsu 9999 1 4.42 4.42
m
132.58 75.00
Add for Water Charges @1% (no rates reqd.) 0.01 1.33 0.75
133.91 75.75
Add for Contractor’s Profit and Overheads @ 0.15 20.09 11.36
15% (no rates reqd.)
Cost of 10.00 sqm 153.99 87.11

Page 1412
 Chapter-12 : Painting, Polishing Varnishing

Ref. Item Item No. Description Unit Rate Rate Quantity Labour Material
no. Code (Rs.) Cost (Rs.) Cost (Rs.)

Cost of 1.00 sqm Sqm 15.40 8.71

DSR13.104A 124040 Melamine polishing on wood work (one or more
coats)
Details of cost for 10 sqm
Materials -
Melamine polish litre 7241 320 0.65 208.00
Hire charges of Spraying machine including Day 0006 325 0.78 253.50
electric charges
Sundries (no rates reqd.) Lumpsu 9999 1 4.42 4.42
m
Labour-
Painter Day 0131 158 0.35 55.30
Beldar Day 0114 152 0.35 53.20
Sundries (no rates reqd.) Lumpsu 9999 1 4.42 4.42
m
112.92 465.92
Add for Water Charges @1% (no rates reqd.) 0.01 1.13 4.66
114.05 470.58
Add for Contractor’s Profit and Overheads @ 0.15 17.11 70.59
15% (no rates reqd.)
Cost of 10.00 sqm 131.16 541.17
Cost of 1.00 sqm Sqm 13.12 18.04
DSR14.71 124050 Varnishing with flatting varnish of approved
brand and manufacture one or more coats on old
work
Details of cost for 10 sqm
Materials -
Ordinary varnish litre 0856 100 0.7 70.00
Glue putty etc. Lumpsu 9999 1 2.73 2.73
m
Carriage Lumpsu 9999 1 0 0.00
m
Sundries (no rates reqd.) Lumpsu 9999 1 24.18 24.18
m
Labour-

Page 1413
 Chapter-12 : Painting, Polishing Varnishing

Ref. Item Item No. Description Unit Rate Rate Quantity Labour Material
no. Code (Rs.) Cost (Rs.) Cost (Rs.)

Painter Day 0131 158 0.36 56.88

Coolie Day 0115 152 0.36 54.72
111.60 96.91
Add for Water Charges @1% (no rates reqd.) 0.01 1.12 0.97
112.72 97.88
Add for Contractor’s Profit and Overheads @ 0.15 16.91 14.68
15% (no rates reqd.)
Cost of 10.00 sqm 129.62 112.56
Cost of 1.00 sqm Sqm 12.96 11.26
NR1043 124060 Oiling two coats with raw linseed oil
Details of cost for 10 sqm
Materials -
Linseed oil ( raw) litre 0818 80 1.16 92.80
Labour-
Painter Day 0131 158 0.23 36.34
Coolie Day 0115 152 0.23 34.96
Sundries (no rates reqd.) Lumpsu 9999 1 2.5 2.50
m
73.80
Add for Water Charges @1% (no rates reqd.) 0.01 0.74 0.93
74.54 93.73
Add for Contractor’s Profit and Overheads @ 0.15 11.18 14.06
15% (no rates reqd.)
Cost of 10.00 sqm 85.72 107.79
Cost of 1.00 sqm Sqm 8.57 10.78
NR1044 124070 Oiling one coat with raw linseed oil
Details of cost for 10 sqm
Materials -
Linseed oil ( raw) litre 0818 80 0.7 56.00
Labour-
Painter Day 0131 158 0.166 26.23
Coolie Day 0115 152 0.166 25.23

Page 1414
 Chapter-12 : Painting, Polishing Varnishing

Ref. Item Item No. Description Unit Rate Rate Quantity Labour Material
no. Code (Rs.) Cost (Rs.) Cost (Rs.)

Sundries (no rates reqd.) Lumpsu 9999 1 1.75 1.75

m
53.21
Add for Water Charges @1% (no rates reqd.) 0.01 0.53 0.56
53.74 56.56
Add for Contractor’s Profit and Overheads @ 0.15 8.06 8.48
15% (no rates reqd.)
Cost of 10.00 sqm 61.80 65.04
Cost of 1.00 sqm Sqm 6.18 6.50
124080 Bees waxing on wood work with local made wax
polish with proportion 2:1.1/2 : 1 : 1/2. (2 bees
wax : 1.1/2 linseed oil : 1 turpentine oil :1/2
varnish by weight)
NR1045 124081 Two or more coats on new work
Details of cost for 10 sqm
Materials -
Bees wax Kg 9410 90 0.5 45.00
Linseed oil (double boiled) litre 0818 80 0.36 28.80
Turpentine oil litre 9411 40 0.25 10.00
Ordinary varnish litre 0856 100 0.12 12.00
Carriage Lumpsu 9999 1 0 0.00
m
Labour-
Painter Day 0131 158 0.7 110.60
Coolie Day 0115 152 0.7 106.40
Cloth pad for wood Lumpsu 9999 1 2.6 2.60
m
Sundries (no rates reqd.) Lumpsu 9999 1 3.1 3.10
m
222.70 95.80
Add for Water Charges @1% (no rates reqd.) 0.01 2.23 0.96
224.93 96.76
Add for Contractor’s Profit and Overheads @ 0.15 33.74 14.51
15% (no rates reqd.)

Page 1415
 Chapter-12 : Painting, Polishing Varnishing

Ref. Item Item No. Description Unit Rate Rate Quantity Labour Material
no. Code (Rs.) Cost (Rs.) Cost (Rs.)

Cost of 10.00 sqm 258.67 111.27

Cost of 1.00 sqm Sqm 25.87 11.13
NR1046 124082 One or more coat on old work
Details of cost for 10 sqm
Materials -
Bees wax Kg 9410 90 0.3 27.00
Linseed oil (double boiled) litre 0818 80 0.18 14.40
Turpentine oil litre 9411 40 0.12 4.80
Ordinary varnish litre 0856 100 0.06 6.00
Carriage Lumpsu 9999 1 0 0.00
m
Labour-
Painter Day 0131 158 0.35 55.30
Coolie Day 0115 152 0.35 53.20
Cloth pad for wood Lumpsu 9999 1 2.6 2.60
m
Sundries (no rates reqd.) Lumpsu 9999 1 2.05 2.05
m
113.15 52.20
Add for Water Charges @1% (no rates reqd.) 0.01 1.13 0.52
114.28 52.72
Add for Contractor’s Profit and Overheads @ 0.15 17.14 7.91
15% (no rates reqd.)
Cost of 10.00 sqm 131.42 60.63
Cost of 1.00 sqm Sqm 13.14 6.06
MISCELLANEOUS
NR1055 125010 Removing old paint with paint remover of
approved manufacture. Note : Payment under
these items shall be made only where complete
removal of old paint or varnish is ordered to be
done and area to be paid under this item shall
Details of cost for 10 sqm
Materials -
Paint remover litre 0860 145 0.4 58.00

Page 1416
 Chapter-12 : Painting, Polishing Varnishing

Ref. Item Item No. Description Unit Rate Rate Quantity Labour Material
no. Code (Rs.) Cost (Rs.) Cost (Rs.)

Labour-
Painter Day 0131 158 0.2 31.60
Coolie Day 0115 152 0.2 30.40
Sundries (no rates reqd.) Lumpsu 9999 1 2.6 2.60
m
64.60
Add for Water Charges @1% (no rates reqd.) 0.01 0.65 0.58
65.25 58.58
Add for Contractor’s Profit and Overheads @ 0.15 9.79 8.79
15% (no rates reqd.)
Cost of 10.00 sqm 75.03 67.37
Cost of 1.00 sqm Sqm 7.50 6.74
NR1056 125020 Removing old paint with caustic soda solution.
The rate includes cost of labour, consumables,
brushes, tools and plants, ladders, scaffoldings,
staging etc. (Including high or special slung
scaffolding if required as per site conditions)
Details of cost for 10 sqm
Materials -
Caustic soda Kg 0366 25 0.73 18.25
Labour-
Painter Day 0131 158 0.25 39.50
Coolie Day 0115 152 0.5 76.00
Sundries (no rates reqd.) Lumpsu 9999 1 4.8 4.80
m
120.30
Add for Water Charges @1% (no rates reqd.) 0.01 1.20 0.18
121.50 18.43
Add for Contractor’s Profit and Overheads @ 0.15 18.23 2.76
15% (no rates reqd.)
Cost of 10.00 sqm 139.73 21.20
Cost of 1.00 sqm Sqm 13.97 2.12

Page 1417
 Chapter-12 : Painting, Polishing Varnishing

Ref. Item Item No. Description Unit Rate Rate Quantity Labour Material
no. Code (Rs.) Cost (Rs.) Cost (Rs.)

NR1057 125030 Removing old paint with blow lamp. Note :

Payment under these items shall be made only
where complete removal of old paint or varnish
is ordered to be done and area to be paid under
complete removal of paint shall be specified in
Details of cost for 10 sqm
Materials -
Hire charges for below lamp Lumpsu 9999 1 1 1.00
m
Materials for scrapping Lumpsu 9999 1 1 1.00
m
Labour-
Painter Day 0131 158 0.7 110.60
Coolie Day 0115 152 0.7 106.40
Sundries (no rates reqd.) Lumpsu 9999 1 1.05 1.05
m
218.05 2.00
Add for Water Charges @1% (no rates reqd.) 0.01 2.18 0.02
220.23 2.02
Add for Contractor’s Profit and Overheads @ 0.15 33.03 0.30
15% (no rates reqd.)
Cost of 10.00 sqm 253.27 2.32
Cost of 1.00 sqm Sqm 25.33 0.23
Ch XIII ER 125040 Cleaning and washing glasses / FRP sheets /
Transparent sheets or like material in trusses,
sky lights, north lights, ventilators, of work shops
and loco sheds or similar structures. (It will
include both the sides and measurements will be
for one side only)

Details of cost per sqm

Labour-
Beldar Day 0114 152 0.027 4.10
Tools and plants Lumpsu 9999 1 0.95 0.95
m
Sundries including scaffolding Lumpsu 9999 1 2.98 2.98
m

Page 1418
 Chapter-12 : Painting, Polishing Varnishing

Ref. Item Item No. Description Unit Rate Rate Quantity Labour Material
no. Code (Rs.) Cost (Rs.) Cost (Rs.)

8.03
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.08
m
8.11
Add for Contractor’s Profit and Overheads @ Lumpsu 9998 0.15 1.22
15% (no rates reqd.) m
Cost of 1.00 sqm Sqm 9.33 0.00
0 125050 Supplying printing and fixing banner made of
Flex Fibre Cloth with digital printing as per
Railways approved matter, colour, pattern etc.
complete job
Detail of cost for 1sqm
Materials -
UV stablised Flex polyester fibre cloth (thickness Sqm 9924 99 1 99.00
: 0.44mm and GSM : 510 gm)
Labour-
Digital printing on flex cloth Sqm 9925 95 1 95.00
Sundries (no rates reqd.) Lumpsu 9999 1 5 5.00
m
100.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.00 0.99
m
101.00 99.99
Add for Contractor’s Profit and Overheads @ Lumpsu 9998 0.15 15.15 15.00
15% (no rates reqd.) m
Cost per sqm Sqm 116.15 114.99

Page 1419
 Chapter-12 : Painting, Polishing Varnishing

Labour & Remarks

Material Cost
(Rs.)

19.08

Page 1420
 Chapter-12 : Painting, Polishing Varnishing

Labour & Remarks

Material Cost
(Rs.)

19.08

Page 1421
 Chapter-12 : Painting, Polishing Varnishing

Labour & Remarks

Material Cost
(Rs.)

14.97

8.54

Page 1422
 Chapter-12 : Painting, Polishing Varnishing

Labour & Remarks

Material Cost
(Rs.)

57.84

Page 1423
 Chapter-12 : Painting, Polishing Varnishing

Labour & Remarks

Material Cost
(Rs.)

58.82

Page 1424
 Chapter-12 : Painting, Polishing Varnishing

Labour & Remarks

Material Cost
(Rs.)

89.63

Page 1425
 Chapter-12 : Painting, Polishing Varnishing

Labour & Remarks

Material Cost
(Rs.)

40.81

Page 1426
 Chapter-12 : Painting, Polishing Varnishing

Labour & Remarks

Material Cost
(Rs.)

26.28

Page 1427
 Chapter-12 : Painting, Polishing Varnishing

Labour & Remarks

Material Cost
(Rs.)

59.27

Page 1428
 Chapter-12 : Painting, Polishing Varnishing

Labour & Remarks

Material Cost
(Rs.)

44.74

21.16

Page 1429
 Chapter-12 : Painting, Polishing Varnishing

Labour & Remarks

Material Cost
(Rs.)

12.60

Page 1430
 Chapter-12 : Painting, Polishing Varnishing

Labour & Remarks

Material Cost
(Rs.)

12.49

Page 1431
 Chapter-12 : Painting, Polishing Varnishing

Labour & Remarks

Material Cost
(Rs.)

12.05

Page 1432
 Chapter-12 : Painting, Polishing Varnishing

Labour & Remarks

Material Cost
(Rs.)

34.48

21.84

Page 1433
 Chapter-12 : Painting, Polishing Varnishing

Labour & Remarks

Material Cost
(Rs.)

42.16

Page 1434
 Chapter-12 : Painting, Polishing Varnishing

Labour & Remarks

Material Cost
(Rs.)

27.09

29.99

Page 1435
 Chapter-12 : Painting, Polishing Varnishing

Labour & Remarks

Material Cost
(Rs.)

19.87

Page 1436
 Chapter-12 : Painting, Polishing Varnishing

Labour & Remarks

Material Cost
(Rs.)

17.83

Page 1437
 Chapter-12 : Painting, Polishing Varnishing

Labour & Remarks

Material Cost
(Rs.)

11.18

22.21

Page 1438
 Chapter-12 : Painting, Polishing Varnishing

Labour & Remarks

Material Cost
(Rs.)

38.79

24.37

Page 1439
 Chapter-12 : Painting, Polishing Varnishing

Labour & Remarks

Material Cost
(Rs.)

38.79

Page 1440
 Chapter-12 : Painting, Polishing Varnishing

Labour & Remarks

Material Cost
(Rs.)
24.81

52.44

Page 1441
 Chapter-12 : Painting, Polishing Varnishing

Labour & Remarks

Material Cost
(Rs.)

32.64

Page 1442
 Chapter-12 : Painting, Polishing Varnishing

Labour & Remarks

Material Cost
(Rs.)

67.99

54.72

Page 1443
 Chapter-12 : Painting, Polishing Varnishing

Labour & Remarks

Material Cost
(Rs.)

31.77

Page 1444
 Chapter-12 : Painting, Polishing Varnishing

Labour & Remarks

Material Cost
(Rs.)

9.51

6.35

Page 1445
 Chapter-12 : Painting, Polishing Varnishing

Labour & Remarks

Material Cost
(Rs.)

19.17

Page 1446
 Chapter-12 : Painting, Polishing Varnishing

Labour & Remarks

Material Cost
(Rs.)

276.22

1.03

Page 1447
 Chapter-12 : Painting, Polishing Varnishing

Labour & Remarks

Material Cost
(Rs.)

1.06

Page 1448
 Chapter-12 : Painting, Polishing Varnishing

Labour & Remarks

Material Cost
(Rs.)

0.80

Page 1449
 Chapter-12 : Painting, Polishing Varnishing

Labour & Remarks

Material Cost
(Rs.)
0.95

0.84

Page 1450
 Chapter-12 : Painting, Polishing Varnishing

Labour & Remarks

Material Cost
(Rs.)

11.55

Page 1451
 Chapter-12 : Painting, Polishing Varnishing

Labour & Remarks

Material Cost
(Rs.)

17.48

Page 1452
 Chapter-12 : Painting, Polishing Varnishing

Labour & Remarks

Material Cost
(Rs.)

25.58

Page 1453
 Chapter-12 : Painting, Polishing Varnishing

Labour & Remarks

Material Cost
(Rs.)

6.19

Page 1454
 Chapter-12 : Painting, Polishing Varnishing

Labour & Remarks

Material Cost
(Rs.)

8.13

Page 1455
 Chapter-12 : Painting, Polishing Varnishing

Labour & Remarks

Material Cost
(Rs.)

11.61

Page 1456
 Chapter-12 : Painting, Polishing Varnishing

Labour & Remarks

Material Cost
(Rs.)

14.19

Page 1457
 Chapter-12 : Painting, Polishing Varnishing

Labour & Remarks

Material Cost
(Rs.)

18.98

Page 1458
 Chapter-12 : Painting, Polishing Varnishing

Labour & Remarks

Material Cost
(Rs.)

28.32

Page 1459
 Chapter-12 : Painting, Polishing Varnishing

Labour & Remarks

Material Cost
(Rs.)

5.75

Page 1460
 Chapter-12 : Painting, Polishing Varnishing

Labour & Remarks

Material Cost
(Rs.)

7.43

Page 1461
 Chapter-12 : Painting, Polishing Varnishing

Labour & Remarks

Material Cost
(Rs.)

10.80

5.19

Page 1462
 Chapter-12 : Painting, Polishing Varnishing

Labour & Remarks

Material Cost
(Rs.)
A

6.11

8.06

Page 1463
 Chapter-12 : Painting, Polishing Varnishing

Labour & Remarks

Material Cost
(Rs.)

9.53

Page 1464
 Chapter-12 : Painting, Polishing Varnishing

Labour & Remarks

Material Cost
(Rs.)
11.30

13.31

Page 1465
 Chapter-12 : Painting, Polishing Varnishing

Labour & Remarks

Material Cost
(Rs.)

2.70

3.16

Page 1466
 Chapter-12 : Painting, Polishing Varnishing

Labour & Remarks

Material Cost
(Rs.)

4.04

4.32

5.56

Page 1467
 Chapter-12 : Painting, Polishing Varnishing

Labour & Remarks

Material Cost
(Rs.)

6.55

2.95

Page 1468
 Chapter-12 : Painting, Polishing Varnishing

Labour & Remarks

Material Cost
(Rs.)

3.47

4.44

Page 1469
 Chapter-12 : Painting, Polishing Varnishing

Labour & Remarks

Material Cost
(Rs.)

5.25

5.98

Page 1470
 Chapter-12 : Painting, Polishing Varnishing

Labour & Remarks

Material Cost
(Rs.)

7.10

10.11

Page 1471
 Chapter-12 : Painting, Polishing Varnishing

Labour & Remarks

Material Cost
(Rs.)

13.37

Page 1472
 Chapter-12 : Painting, Polishing Varnishing

Labour & Remarks

Material Cost
(Rs.)

12.00

21.42

Page 1473
 Chapter-12 : Painting, Polishing Varnishing

Labour & Remarks

Material Cost
(Rs.)

14.38

24.22

Page 1474
 Chapter-12 : Painting, Polishing Varnishing

Labour & Remarks

Material Cost
(Rs.)

21.83

Page 1475
 Chapter-12 : Painting, Polishing Varnishing

Labour & Remarks

Material Cost
(Rs.)

40.80

26.00

Page 1476
 Chapter-12 : Painting, Polishing Varnishing

Labour & Remarks

Material Cost
(Rs.)

10.10

Page 1477
 Chapter-12 : Painting, Polishing Varnishing

Labour & Remarks

Material Cost
(Rs.)

10.62

24.69

Page 1478
 Chapter-12 : Painting, Polishing Varnishing

Labour & Remarks

Material Cost
(Rs.)

17.65

Page 1479
 Chapter-12 : Painting, Polishing Varnishing

Labour & Remarks

Material Cost
(Rs.)

29.30

26.91

Page 1480
 Chapter-12 : Painting, Polishing Varnishing

Labour & Remarks

Material Cost
(Rs.)

43.38

31.08

Page 1481
 Chapter-12 : Painting, Polishing Varnishing

Labour & Remarks

Material Cost
(Rs.)

53.13

Page 1482
 Chapter-12 : Painting, Polishing Varnishing

Labour & Remarks

Material Cost
(Rs.)

62.14

59.24

Page 1483
 Chapter-12 : Painting, Polishing Varnishing

Labour & Remarks

Material Cost
(Rs.)

643.47
32.17

Page 1484
 Chapter-12 : Painting, Polishing Varnishing

Labour & Remarks

Material Cost
(Rs.)

183.92

180.60

Page 1485
 Chapter-12 : Painting, Polishing Varnishing

Labour & Remarks

Material Cost
(Rs.)

141.11

Page 1486
 Chapter-12 : Painting, Polishing Varnishing

Labour & Remarks

Material Cost
(Rs.)

96.40

Page 1487
 Chapter-12 : Painting, Polishing Varnishing

Labour & Remarks

Material Cost
(Rs.)

56.76

21.79

Page 1488
 Chapter-12 : Painting, Polishing Varnishing

Labour & Remarks

Material Cost
(Rs.)

59.09

Page 1489
 Chapter-12 : Painting, Polishing Varnishing

Labour & Remarks

Material Cost
(Rs.)

23.66

Page 1490
 Chapter-12 : Painting, Polishing Varnishing

Labour & Remarks

Material Cost
(Rs.)

87.92

45.15

Page 1491
 Chapter-12 : Painting, Polishing Varnishing

Labour & Remarks

Material Cost
(Rs.)

47.54

Page 1492
 Chapter-12 : Painting, Polishing Varnishing

Labour & Remarks

Material Cost
(Rs.)
24.11

31.15

Page 1493
 Chapter-12 : Painting, Polishing Varnishing

Labour & Remarks

Material Cost
(Rs.)

24.22

19.35

Page 1494
 Chapter-12 : Painting, Polishing Varnishing

Labour & Remarks

Material Cost
(Rs.)

12.68

Page 1495
 Chapter-12 : Painting, Polishing Varnishing

Labour & Remarks

Material Cost
(Rs.)

36.99

19.21

Page 1496
 Chapter-12 : Painting, Polishing Varnishing

Labour & Remarks

Material Cost
(Rs.)

14.24

16.09

Page 1497
 Chapter-12 : Painting, Polishing Varnishing

Labour & Remarks

Material Cost
(Rs.)

25.56

Page 1498
 Chapter-12 : Painting, Polishing Varnishing

Labour & Remarks

Material Cost
(Rs.)

9.33

231.14

Page 1499
 Chapter-14 : Drainage Sewerage

CHAPTER - 14 : DRAINAGE AND SEWERAGE

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
DRAINAGE
o
. NOTE : The rates given for all the items under sub-head ‘Drainage’ are
applicable to work executed in soils above sub-soil water level. Extra
allowance has to be made for work under sub-soil water level.

STONE WARE PIPES AND FITTINGS :

D 141010 Providing, laying and jointing glazed stoneware pipes grade ‘A’ as per
S IS:651 including bends etc. with stiff mixture of cement mortar in the
R proportion of 1:1 (1cement : 1fine sand) including testing of joints etc.
0 complete
7
D 141011 100mm diameter
S
R Details of cost for 30 metre
0 Materials
Stoneware pipes grade A (60 cm long) 100 mm dia Each 1854 45 55.000 2475.00
Carriage of pipes (Added 10% allowance for breakage in items) LS 0 0 0.330 0.00
Cement of 50 joints=0.019 tonne Tonne 0367 0 0.019 0.00
Carriage of cement LS 0 0 0.019 0.00
Fine sand (Zone IV) cum 0983 600 0.010 6.00
Carriage of fine sand LS 0 0 0.010 0.00
Spun yarn Kg 1881 75 4.500 337.50
Labour:
Mason (brick layer) 1st class Day 0123 168 1.000 168.00
Mason (brick layer) 2nd class Day 0124 158 1.000 158.00
Beldar Day 0114 152 3.000 456.00
Bhisti Day 0101 158 1.000 158.00
940.00 2818.50
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 9.40 28.19
949.40 2846.69
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 142.41 427.00
Cost of 30 metre 1091.81 3273.69
Cost of 1 metre metre 36.39 109.12 145.52
D 141012 150mm diameter
S
Details of cost for 30 metre
R
0 Materials

Page 1500
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
Stoneware pipes grade A (60 cm long) 150 mm dia Each 1855 80 55.000 4400.00
o
Carriage of pipes (Added 10% allowance for breakage in items) LS 0 0 0.330 0.00
.
Cement of 50 joints=0.036 tonne Tonne 0367 0 0.036 0.00
Carriage of cement LS 0 0 0.036 0.00
Fine sand (Zone IV) cum 0983 600 0.019 11.40
Carriage of fine sand LS 0 0 0.019 0.00
Spun yarn Kg 1881 75 9.000 675.00
Labour:
Mason (brick layer) 1st class Day 0123 168 1.500 252.00
Mason (brick layer) 2nd class Day 0124 158 1.500 237.00
Beldar Day 0114 152 4.000 608.00
Bhisti Day 0101 158 1.000 158.00
1255.00 5086.40
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 12.55 50.86
1267.55 5137.26
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 190.13 770.59
Cost of 30 metre 1457.68 5907.85
Cost of 1 metre metre 48.59 196.93 245.52
D 141013 200mm diameter
S
R Details of cost for 30 metre
0 Materials
Stoneware pipes grade A (60 cm long) 200 mm dia Each 1856 130 55.000 7150.00
Carriage of pipes (Added 10% allowance for breakage in items) LS 0 0 0.330 0.00
Cement of 50 joints=0.053tonne Tonne 0367 0 0.053 0.00
Carriage of cement LS 0 0 0.053 0.00
Fine sand (Zone IV) cum 0983 600 0.028 16.80
Carriage of fine sand LS 0 0 0.028 0.00
Spun yarn Kg 1881 75 12.000 900.00
Labour:
Mason (brick layer) 1st class Day 0123 168 1.750 294.00
Mason (brick layer) 2nd class Day 0124 158 1.750 276.50
Beldar Day 0114 152 4.500 684.00
Bhisti Day 0101 158 1.750 276.50
1531.00 8066.80
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 15.31 80.67
1546.31 8147.47
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 231.95 1222.12
Cost of 30 metre 1778.26 9369.59

Page 1501
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
Cost of 1 metre metre 59.28 312.32 371.59
o
D 141014 230mm diameter
.S
R Details of cost for 30 metre
0 Materials
Stoneware pipes grade A (60 cm long) 230 mm dia Each 1857 160 55.000 8800.00
Carriage of pipes (Added 10% allowance for breakage in items) LS 0 0 0.330 0.00
Portland Cement free (rate not required) Tonne 0367 0 0.065 0.00
0 LS 0 0 0.065 0.00
Fine sand (Zone IV) cum 0983 600 0.036 21.60
0 LS 0 0 0.036 0.00
Spun yarn Kg 1881 75 13.500 1012.50
Labour:
Mason (brick layer) 1st class Day 0123 168 2.000 336.00
Mason (brick layer) 2nd class Day 0124 158 2.000 316.00
Beldar Day 0114 152 5.000 760.00
Carpenter 1st class Day 0111 168 1.500 252.00
1664.00 9834.10
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 16.64 98.34
1680.64 9932.44
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 252.10 1489.87
Cost of 30 metre 1932.74 11422.31
Cost of 1 metre metre 64.42 380.74 445.17
D 141015 250mm diameter
S
R Details of cost for 30 metre
0 Materials
Stoneware pipes grade A (60 cm long) 250 mm dia Each 1858 260 55 14300
Carriage of pipes (Added 10% allowance for breakage in items) LS 0 0 0.33 0
Cement of 50 joints=0.094tonne Tonne 0367 0 0.094 0
Carriage of cement LS 0 0 0.094 0
Fine sand (Zone IV) cum 0983 600 0.05 30
Carriage of fine sand LS 0 0 0.05 0
Spun yarn Kg 1881 75 15 1125
Labour:
Mason (brick layer) 1st class Day 0123 168 2.25 378
Mason (brick layer) 2nd class Day 0124 158 2.25 355.5
Beldar Day 0114 152 5.5 836
Bhisti Day 0101 158 1.5 237
1806.5 15455

Page 1502
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 18.065 154.55
o
1824.565 15609.55
.
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 273.68475 2341.4325
Cost of 30 metre 2098.24975 17950.9825
Cost of 1 metre metre 69.9416583 598.366083 668.31
D 141016 300mm diameter
S
R Details of cost for 30 metre
0 Materials
Stoneware pipes grade A (60 cm long) 300 mm dia Each 1859 360 55 19800
Carriage of pipes (Added 10% allowance for breakage in items) LS 0 0 0.33 0
Cement of 50 joints=0.125 tonne Tonne 0367 0 0.125 0
Carriage of cement LS 0 0 0.125 0
Fine sand (Zone IV) cum 0983 600 0.075 45
Carriage of fine sand LS 0 0 0.075 0
Spun yarn Kg 1881 75 18 1350
Labour:
Mason (brick layer) 1st class Day 0123 168 2.5 420
Mason (brick layer) 2nd class Day 0124 158 2.5 395
Beldar Day 0114 152 6 912
Bhisti Day 0101 158 1.5 237
1964 21195
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 19.64 211.95
1983.64 21406.95
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 297.546 3211.0425
Cost of 30 metre 2281.186 24617.9925
Cost of 1 metre metre 76.0395333 820.59975 896.64
D 141017 400mm diameter
S
R
Details of cost for 30 metre
0
Materials
Stoneware pipes grade A (60 cm long) 400 mm dia Each 9320 225 55 12375
Carriage of pipes (Added 10% allowance for breakage in items) 0.33 0
Cement of 50 joint Tonne 0367 0 0.125 0
Carriage of cement LS 0 0 0.125 0
Fine sand (Zone IV) cum 0983 600 0.075 45
Carriage of fine sand LS 0 0 0.075 0
Spun yarn Kg 1881 75 18 1350
Labour:

Page 1503
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
Mason (brick layer) 1st class Day 0123 168 2.75 462
o
Mason (brick layer) 2nd class Day 0124 158 2.75 434.5
.
Beldar Day 0114 152 6.5 988
Bhisti Day 0101 158 1.5 237
2121.5 13770
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 21.215 137.7
2142.715 13907.7
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 321.40725 2086.155
Cost of 30 metre 2464.12225 15993.855
Cost of 1 metre metre 82.1374083 533.1285 615.27
N 141020 Providing, laying and jointing half round salt glazed stone-ware pipes
R including bends etc with 1:1 cement and ordinary sand mortar including
2 bends etc.
4
141021 100mm dia. S.W. pipe
Details of cost for 15 metre
Materials
Half round salt glazed stone-ware pipe (60 cm long) 100 mm dia Each 9323 35 27.5 962.5
Carriage of pipes (Added 10% allowance for breakage in items) 0.165 0
Cement of 25 joints Tonne 0367 0 0.012 0
Carriage of cement LS 0 0 0.012 0
Fine sand (Zone IV) cum 0983 600 0.012 7.2
Carriage of fine sand LS 0 0 0.012 0
Spun yarn Kg 1881 75 1.14 85.5
Labour:
Mason (brick layer) 1st class Day 0123 168 0.88 147.84
Mason (brick layer) 2nd class Day 0124 158 0.88 139.04
Beldar Day 0114 152 2.5 380
Bhisti Day 0101 158 0.5 79
745.88 1055.2
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 7.4588 10.552
753.3388 1065.752
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 113.00082 159.8628
Cost of 15 metre 866.33962 1225.6148
Cost of 1 metre metre 57.7559747 81.7076533 139.46
141022 150mm dia. S.W. pipe
Details of cost for 15 metre
Materials
Half round salt glazed stone-ware pipe (60 cm long) 150 mm dia Each 9324 55 27.50 1512.5

Page 1504
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
Carriage of pipes (Added 10% allowance for breakage in items) 0.165 0
o
Cement of 25 joints Tonne 0367 0 0.17 0
.
Carriage of cement LS 0 0 0.17 0
Fine sand (Zone IV) cum 0983 600 0.17 99
Carriage of fine sand LS 0 0 0.17 0
Spun yarn Kg 1881 75 2.27 170.25
Labour:
Mason (brick layer) 1st class Day 0123 168 0.9 151.2
Mason (brick layer) 2nd class Day 0124 158 0.9 142.2
Beldar Day 0114 152 2.75 418
Bhisti Day 0101 158 0.5 79
790.4 1781.75
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 7.904 17.8175
798.304 1799.5675
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 119.7456 269.935125
Cost of 15 metre 918.0496 2069.50263
Cost of 1 metre metre 61.2033067 137.966842 199.17
141023 200mm dia. S.W. pipe
Details of cost for 15 metre
Materials
Half round salt glazed stone-ware pipe (60 cm long) 200 mm dia Each 9325 65 27.5 1787.5
Carriage of pipes (Added 10% allowance for breakage in items) 100metre 2236 0 0.165 0
Cement of 25 joints Tonne 0367 0 0.0225 0
Carriage of cement LS 0 0 0.0225 0
Fine sand (Zone IV) cum 0983 600 0.0225 13.5
Carriage of fine sand LS 0 0 0.0225 0
Spun yarn Kg 1881 75 3.023 226.725
Labour:
Mason (brick layer) 1st class Day 0123 168 0.95 159.6
Mason (brick layer) 2nd class Day 0124 158 0.95 150.1
Beldar Day 0114 152 3 456
Bhisti Day 0101 158 0.5 79
844.7 2027.725
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 8.447 20.27725
853.147 2048.00225
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 127.97205 307.200338
Cost of 15 metre 981.11905 2355.20259
Cost of 1 metre metre 65.4079367 157.013506 222.42
141024 250mm dia. S.W. pipe

Page 1505
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
Details of cost for 15 metre
o
Materials
.
Half round salt glazed stone-ware pipe (60 cm long) 250 mm dia Each 9326 80 27.5 2200
Carriage of pipes (Added 10% allowance for breakage in items) 0.165 0
Cement of 25 joints Tonne 0367 0 0.0283 0
Carriage of cement LS 0 0 0.0283 0
Fine sand (Zone IV) cum 0983 600 0.0283 16.98
Carriage of fine sand LS 0 0 0.0283 0
Spun yarn Kg 1881 75 3.778 283.35
Labour:
Mason (brick layer) 1st class Day 0123 168 0.98 164.64
Mason (brick layer) 2nd class Day 0124 158 0.98 154.84
Beldar Day 0114 152 3.5 532
Bhisti Day 0101 158 0.5 79
930.48 2500.33
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 9.3048 25.0033
939.7848 2525.3333
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 140.96772 378.799995
Cost of 15 metre 1080.75252 2904.13329
Cost of 1 metre metre 72.050168 193.608886 265.66
141025 300mm dia. S.W. pipe
Half round salt glazed stone-ware pipe (60 cm long) 300 mm dia Each 9327 95 27.5 2612.5
Carriage of pipes (Added 10% allowance for breakage in items) 0.165 0
Cement of 25 joints Tonne 0367 0 0.0283 0
Carriage of cement LS 0 0 0.0283 0
Fine sand (Zone IV) cum 0983 600 0.0283 16.98
Carriage of fine sand LS 0 0 0.0283 0
Spun yarn Kg 1881 75 3.778 283.35
Labour:
Mason (brick layer) 1st class Day 0123 168 1 168
Mason (brick layer) 2nd class Day 0124 158 1 158
Beldar Day 0114 152 4 608
Bhisti Day 0101 158 0.5 79
1013 2912.83
Add for Water Charges @1% (no rates reqd.) 0.01 10.13 29.1283
1023.13 2941.9583
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 153.4695 441.293745
Cost of 15 metre 1176.5995 3383.25204
Cost of 1 metre metre 78.4399667 225.550136 303.99

Page 1506
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
141030 Providing and laying cement concrete 1:4:8 (1 cement : 4 coarse sand : 8
o graded stone aggregate 40mm nominal size) all round S.W. pipes
. including bed concrete as per standard design
141031 100mm diameter S.W. pipe
Details of cost for 10 metre
Materials
Area =Wx W/2+112X( 3.14/4XW²)-(3.14/4Xd²)=W² X { A1/2 +1/2X
(3.14/4)}- (3.14/4 x d²) where W=D+X D= 100+12+12=124 mm or 12.4
cm X= 300 mm as trench depth is less than 1200 mm Area=
(30.0+12.4)² (0.5 +3.14x1/8)-3.14/4 x(12.4)²=(42.4)²(0.5+3.14/8)-
3.14/4x(12.4)² =(1797.76)(0.89) - 0.7854 x153.76=1600.01-120.76
=1479.2 sq.cm. =0.1479 sqm Say 0.148 sqm

For 10 m length qty. of concrete reqd.=1.48 cum Rate as per item cum 1751.75 1.48 2592.59158
no.031013 of AOR Chapter plain concrete
cost of 10 metre 2592.59158
cost per metre metre 0 259.259158 259.26
141032 150mm diameter S.W. pipe
Details of cost for 10 metre
Materials
Area =Wx W/2+1/2 X ( 3.14/4XW²)-(3.14/4Xd²)=W² X {1/2 +14 X
(3.14/4)}- (3.14/4 x d²) where W=D+X D= 150+16+16=182 mm or 18.2
cm X= 300 mm as trench depth is less than 1200 mm Area=
(30.0+18.2)² (0.5 +3.14x1/8)-3.14/4x1/4 x(18.2)²=(48.2)²(0.5+3.14/8)-
3.14/4x(18.2)² =(2323.24)(0.89) - 260.02=2067.68-260.02 =1807.66
sq.cm. =0.1808 sqm Say 0.181 sqm

For 10 m length qty. of concrete reqd.=1.81 cum Rate as per item cum 1751.75 1.81 3170.66944
no.031013 of AOR Chapter plain concrete
cost of 10 metre 3170.66944
cost per metre metre 0 317.066944 317.07
141033 200mm diameter S.W. pipe
Details of cost for 10 metre
Materials
Area =Wx W/2+1/2 X ( 3.14/4XW²)-(3.14/4Xd²)=W² X {1/2 +1/2 X
(3.14/4)}- (3.14/4 x d²) where W=D+X D= 200+17+17=234 mm or 23.4
cm X= 300 mm as trench depth is less than 1200 mm Area=
(30.0+23.4)² (0.5 +3.14x1/8)-3.14/4 x(23.4)²=(53.4)²(0.5+3.14/8)-
3.14/4x(23.4)² =(2851.56)(0.89) - 429.83=2537-429.83 =2108.06 sq.cm.
=0.2108 sqm Say 0.211 sqm

Page 1507
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
For 10 m length qty. of concrete reqd.=2.11 cum Rate as per item cum 1751.75 2.11 3696.19476
o no.031013 of AOR Chapter plain concrete
.
cost of 10 metre 3696.19476
cost per metre metre 0 369.619476 369.62
141034 230mm diameter S.W. pipe
Details of cost for 10 metre
Materials
Area =Wx W/2+1/2 X ( 3.14/4XW²)-(3.14/4Xd²)=W² X {1/2 +1/2 X
(3.14/4)}- (3.14/4 x d²) where W=D+X D= 230+19+19=268 mm or 26.8
cm X= 300 mm as trench depth is less than 1200 mm Area=
(30.0+26.8)² (0.5 +3.14x1/8)-3.14/4x1/4 x(26.8)²=(56.8)²(0.5+3.14/8)-
3.14/4x(26.8)² =(3226.24)(0.89) -563.82=2871.35-563.82 =2307.53
sq.cm. =0.2308 sqm Say 0.231 sqm

For 10 m length qty. of concrete reqd.=2.31 cum Rate as per item cum 1751.75 2.31 4046.54497
no.031013 of AOR Chapter plain concrete
cost of 10 metre 4046.54497
cost per metre metre 0 404.654497 404.65
141035 250mm diameter S.W. pipe
Details of cost for 10 metre
Materials
Area =Wx W/2+1/2 X ( 3.14/4XW²)-(3.14/4Xd²)=W² X {1/2 +1/2 X
(3.14/4)}- (3.14/4 x d²) where W=D+X D= 250+20+20=290 mm or 29.0
cm X= 300 mm as trench depth is less than 1200 mm Area=
(30.0+29.0)² (0.5 +3.14x1/8)-3.14/4x1/4 x(29)²=(59)²(0.5+3.14/8)-
3.14/4x(29.0)² =(3481.00)(0.89) -660.18=3098.09-660.18 =2437.90
sq.cm. =0.24379 sqm Say 0.244 sqm

For 10 m length qty. of concrete reqd.=2.44 cum Rate as per item cum 0 1751.75 2.44 4274.27261
no.031013 of AOR Chapter plain concrete
cost of 10 metre 4274.27261
cost per metre metre 0 427.427261 427.43
141040 Providing and laying cement concrete 1:5:10 (1cement: 5coarse sand:
10graded stone aggregate 40mm nominal size) upto haunches of S.W.
pipes including bed concrete as per standard design
141041 100mm diameter S.W. pipe
Details of cost for 10 metre length pipe
Materials

Page 1508
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
Area=W X D1+2 X1/2XR Cot Q X R - {R²/2(3.14/2-Q) } -(3.14/2)R² =WD1
o + R²(Cot Q) -R²(3.14/2-Q)-(3.14/2)R² =WD1+R²(Cot Q-3.14+Q) Where
. Sin Q = {R/(W/2)} =2R/W W=D+X ; X=300mm, D=100+12+12=124 mm
W= 124+300=424 mm D1= Depth =100 +(1/2x124) =162 mm R=62
mm Sin Q =(2X62)/424=0.292 thereforeQ= 17˚ 0' Hence TanQ=0.3057
Area= 424x 162 +(62)² (Cot Q-3.14+Q) = { 68688+3844(1/0.3057-180˚
+17˚ 0' )} sqmm ={ 68688+3844(3.27-163˚ 0'x3.14/180 )} sqmm =
{ 68688+3844x0.43) sqmm= { 68688+1652.92) sqmm 70340.92 sqmm
Say 70341 sqmm or 0.070341 sqm

For 10 m length qty. of concerete required =0.07034x10=0.7034 cum cum 1746.01 0.7034 1228.14573
Rate as per item no.031014 of AOR Chapter plain concrete
cost of 10 metre 1228.14573
cost per metre metre 0 122.814573 122.81
141042 150mm diameter S.W. pipe
Details of cost for 10 metre length pipe
Materials
Area=W X D1+2 X1/2XR Cot Q X R - {R²/2(3.14/2-Q) } -(3.14/2)R² =WD1
+ R²(Cot Q) -R²(3.14/2-Q)-(3.14/2)R² =WD1+R²(Cot Q-3.14+Q) Where
Sin Q = {R/(W/2)} =2R/W W=D+X ; X=300mm, D=150+16+16=182 mm
W= 182+300=482 mm D1= Depth =150 +(1/2x182) =241 mm R=91
mm Sin Q =(2X91)/482=0.3776 thereforeQ= 22˚ 12' Hence
TanQ=0.4081 Area= 482x 241 +(91)² (Cot Q-3.14+Q) =
{ 116162+8281(1/0.4081-180˚ +22˚12' )} sqmm ={116162+8281(2.45-
157˚48'x3.14/180 )} sqmm = { 116162+8281x(2.45-2.75) }sqmm=
{ 116162+8281x(-0.30) sqmm = { 116162-2484.3 }sqmm=113677.7
sqmm Say 113677.7 sqmm or 0.1136777 sqm

For 10 m length qty. of concerete required =0.1136777x10=1.136777 cum 1746.01 1.14 1990.45512
cum Say 1.14 cum Rate as per item no.031014 of AOR Chapter plain
concrete
cost of 10 metre 1990.45512
cost per metre metre 0 199.045512 199.05
141043 200mm diameter S.W. pipe
Details of cost for 10 metre length pipe
Materials

Page 1509
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
Area=W X D1+2 X1/2XR Cot Q X R - {R²/2(3.14/2-Q) } -(3.14/2)R² =WD1
o + R²(Cot Q) -R²(3.14/2-Q)-(3.14/2)R² =WD1+R²(Cot Q-3.14+Q) Where
. Sin Q = {R/(W/2)} =2R/W W=D+X ; X=300mm, D=200+17+17=234 mm
W= 234+300=534 mm D1= Depth =150 +(1/2x234) =267 mm R=117
mm Sin Q =(2X117)/534=0.4382 thereforeQ= 26˚ Hence TanQ=0.4877
Area=534x 267 +(117)² (Cot Q-3.14+Q) = { 142578+13689(1/0.4877-
180˚ +26˚ )} sqmm ={142578+13689(2.05-54˚0'x3.14/180 )} sqmm =
{ 142578+13689x(2.05-2.69) }sqmm= { 142578+13689x(-0.64) sqmm =
{ 142578-8760.96 }sqmm=133817.04 sqmm Say 133817sqmm or 0.134
sqm

For 10 m length qty. of concerete required =0.134x10=1.34 cum Rate as cum 1746.01 1.34 2339.65777
per item no.031014 of AOR Chapter plain concrete
cost of 10 metre 2339.65777
cost per metre metre 0 233.965777 233.97
141044 230mm diameter S.W. pipe
Details of cost for 10 metre length pipe
Materials
Area=W X D1+2 X1/2XR Cot Q X R - {R²/2(3.14/2-Q) } -(3.14/2)R² =WD1
+ R²(Cot Q) -R²(3.14/2-Q)-(3.14/2)R² =WD1+R²(Cot Q-3.14+Q) Where
Sin Q = {R/(W/2)} =2R/W W=D+X ; X=300mm, D=230+19+19=268 mm
W= 268+300=568 mm D1= Depth =150 +(1/2x268) =284 mm R=134
mm Sin Q =(2X134)/568=0.47183 thereforeQ= 28˚ 9˚ Hence
TanQ=0.5351 Area=568x 284 +(134)² (Cot Q-3.14+Q) =
{ 161312+17956(1/0.5351-180˚ +26˚12˚ )} sqmm
={161312+17956(1.87-151˚51'x3.14/180 )} sqmm =
{161312+17956x(1.87-2.65) }sqmm= { 161312+17956x(-0.78) sqmm = {
161312-14005.68 }sqmm=147306 sqmm Say 147306sqmm or 0.147
sqm

For 10 m length qty. of concerete required =0.147x10=1.47 cum Rate as cum 1746.01 1.47 2566.63949
per item no.031014 of AOR Chapter plain concrete
cost of 10 metre 2566.63949
cost per metre metre 0 256.663949 256.66
141045 250mm diameter S.W. pipe
Details of cost for 10 metre length pipe
Materials

Page 1510
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
Area = WxDl + 2x’/2xR - [R2/2(3.14/2-Q)] -(3.14/2)R2= WD1 + R2(Cot Q)
o - R2(3.14/2 - Q) -(3.14/2)R2= WD1 +R2(CotQ-3.14 + Q)Where Sin Q =
. R/(W/2)] = 2R/WW = D + X ; X = 300 mm, D = 250 + 20 + 20= 290 mmW
= 290 + 300 = 590 mmDl = Depth = 150 + QA x 290) = 295 mmR = 145
mmSin Q = (2xl45)/590 = 0.49154 therefore Q =29°26'Hence Tan Q =
0.5635Area = 590 x 295 + (145)2 (Cot Q - 3.14 + Q)=[174050 +
1025(1/0.5635- 180° +29°26')] sqmm= [174050 + 21025(1.77-
150°34’x3.14/180)] sqmm= [ 174050 + 21025 x (1.77-2.63)] sqmm=
[ 174050 + 21025 x (-0.86)] sqmm= (174050 - 18081.5) sqmm =
155968.5sqmmSay 155968 sqmm or 0.156 sqmFor 10 m length qty. of
concrete reqd. =
0.156x10= 1.56 cum -

For 10 m length qty. of concerete required =0.147x10=1.47 cum Rate as cum 1746.01 1.56 2723.78069
per item no.031014 of AOR Chapter plain concrete
cost of 10 metre 2723.78069
cost per metre metre 0 272.378069 272.38
141046 300mm diameter S.W. pipe
Details of cost for 10 metre length pipe
Materials
Area=W X D1+2 X1/2XR Cot Q X R - {R²/2(3.14/2-Q) } -(3.14/2)R² =WD1
+ R²(Cot Q) -R²(3.14/2-Q)-(3.14/2)R² =WD1+R²(Cot Q-3.14+Q) Where
Sin Q = {R/(W/2)} =2R/W W=D+X ; X=300mm, D=300+25+25=350 mm
W= 350+300=650 mm D1= Depth =150 +(1/2x350) =325 mm R=175
mm Sin Q =(2X175)/650=0.5385 thereforeQ= 32˚34˚ Hence
TanQ=0.6387 Area=650x 325 +(175)² (Cot Q-3.14+Q) =
{ 211250+30625(1/0.6387-180˚ +32˚34˚ )} sqmm
={211250+30625(1.566-147˚26'x3.14/180 )} sqmm =
{211250+30625x(1.566-2.571) }sqmm= { 211250+30625x(-1.005) sqmm
= { 211250-30778.13 }sqmm=180471.87 sqmm Say 0.180 sqm

For 10 m length qty. of concerete required =0.180x10=1.80 cum Rate as cum 1746.01 1.8 3142.82387
per item no.031014 of AOR Chapter plain concrete
cost of 10 metre 3142.82387
cost per metre metre 0 314.282387 314.28
141047 400mm diameter S.W. pipe
Details of cost for 10 metre length pipe
Materials

Page 1511
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
Area=W X D1+2 X1/2XR Cot Q X R - {R²/2(3.14/2-Q) } -(3.14/2)R² =WD1
o + R²(Cot Q) -R²(3.14/2-Q)-(3.14/2)R² =WD1+R²(Cot Q-3.14+Q) Where
. Sin Q = {R/(W/2)} =2R/W W=D+X ; X=300mm, D=400+35+35=470 mm
W= 470+300=770 mm D1= Depth =150 +(1/2x470) =385 mm R=235
mm Sin Q =(2X235)/770=0.6104 thereforeQ= 37˚37˚ Hence
TanQ=0.7706 Area=770x 385 +(235)² (Cot Q-3.14+Q) =
{ 296450+55225(1/0.7706-180˚ +37˚37˚ )} sqmm
={296450+55225(1.298-142˚23'x3.14/180 )} sqmm =
{296450+55225(1.298-2.48) }sqmm= { 296450+55225x(-01.182) sqmm
= 230732.25 sqmm Say0.231 sqm

For 10 m length qty. of concerete required =0.231x10=2.31 cum Rate as cum 1746.01 2.31 4033.29063
per item no.031014 of AOR Chapter plain concrete
cost of 10 metre 4033.29063
cost per metre metre 0 403.329063 403.33
141050 Providing and fixing square-mouth S.W. gully trap grade ‘A’ complete with
C.I. grating brick masonry chamber with water tight C.I. cover with frame
of 300x300mm size (inside) the weight of cover to be not less than 4.50kg
and frame to be not less than 2.70kg as per standard design

141051 100x100mm size P type With F.P.S. bricks class designation 75

Detail of cost of one gully trap
S.W. gully trap 'P' type 100x100 mm Each 1900 75.00 1 75
C.I. grating 100x100 mm Each 1364 60 1 60
C.I. cover and frame 300x300 mm inside Each 1352 450 1 450
Carriage of materials Lumpsum 9999 1 4.5 0
Cement concrete 1:5:10 ( 1 cement: 5 finesand : 10 graded stone cum 1746.01 0.09 157.141193
aggregate 40 mmnominal size)0.68x0.68x0.10 m = 0.046 cumConcrete
around trap0.30x0.30x0.675 m = 0.061 cum=0.107
cumDeduct:0.345/3x[0.09+0.01+(0.09x0.01)l/2] =
0.015cum3.14/4x(0.124)2x0.47 = 0.006 cum= 0.021 cumNet quantity
0.107 cum (-) 0.021 cum= 0.086 cum say 0.09 cum(Rate as per item
no.031014 of AOR Chapter plain concrete)

Brick work with 75 class designation brick in cum 2220.03 0.13 288.604293
cement mortar 1:4(1 cement: 4 coarse sand)
1.66x0.115x0.675 m = 0.129 cum say 0.13 cum
((Rate as per item no.051017 of AOR Chapter Brick work)

Page 1512
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
Cement concrete 1:2:4 ( 1 cement: 2 coarse cum 2137.59 0.008 17.100718
o sand : 4 graded stone aggregate 20 mm
. nominal size)
1.66x0.115x0.04 m = 0.008 cum
((Rate as per item no.031023 of AOR Chapter plain concrete)
12 mm cement plaster 1:3 (1 cement: 3 coarse sqm 72.52 0.29 21.0315921
sand) finished with floating coat of neat
cement:
[l/2x0.358x(l.20+0.40)] = 0.286 sqm say
0.29 sqm
((Rate as per item no.111090 of AOR Chapter finishing masonary)

585
Add for water charges @ 1% on A 0.01 5.85
590.85
Add for contractors profit and overhead @10% onA+B 0.15 88.6275
679.4775
Cost for 1 trap Each 0 ### 1163.36
141052 100x100mm size P type With Sewer bricks confirming to IS:4885
S.W. gully trap 'P' type 100x100 mm Each 1900 75.00 1 75
C.I. grating 100x100 mm Each 1364 60 1 60
C.I. cover and frame 300x300 mm inside Each 1352 450 1 450
Carriage of materials Lumpsum 9999 1 0
Cement concrete 1:5:10 ( 1 cement: 5 finesand : 10 graded stone cum 1746.01 0.09 157.141193
aggregate 40 mmnominal size)0.68x0.68x0.10 m = 0.046 cumConcrete
around trap0.30x0.30x0.675 m = 0.061 cum=0.107
cumDeduct:0.345/3x[0.09+0.01+(0.09x0.01)l/2] =
0.015cum3.14/4x(0.124)2x0.47 = 0.006 cum= 0.021 cumNet quantity
0.107 cum (-) 0.021 cum= 0.086 cum say 0.09 cum(Rate as per item
no.031014 of AOR Chapter plain concrete)

Brick work with sewer bricksconforming cum 2762.89 0.13 359.176336

to IS:4885 in
cement mortar 1:4(1 cement: 4 coarse sand)
1.66x0.115x0.675 m = 0.129 cum say 0.13 cum
Rate as per item no 055121 : Brick work
Cement concrete 1:2:4 ( 1 cement: 2 coarse cum 2137.59 0.008 17.100718
sand : 4 graded stone aggregate 20 mm
nominal size)
1.66x0.115x0.04 m = 0.008 cum
((Rate as per item no.031023 of AOR Chapter plain concrete)

Page 1513
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
12 mm cement plaster 1:3 (1 cement: 3 coarse sqm 72.52 0.29 21.0315921
o sand) finished with floating coat of neat
. cement:
[l/2x0.358x(l.20+0.40)] = 0.286 sqm say
0.29 sqm
((Rate as per item no.111090 of AOR Chapter finishing masonary)

585
Add for water charges @ 1% on A 0.01 5.85
590.85
Add for contractors profit and overhead @10% onA+B 0.15 88.6275
679.4775
Cost for 1 trap Each 0 ### 1233.93
141053 150x100mm size P type With F.P.S. bricks class designation 75
S.W. gully trap 'P' type 150x100 mm Each 1902 90 1 90
C.I. grating 150x150 mm Each 1366 150 1 150
C.I. cover and frame 300x300 mm inside Each 1352 450 1 450
Carriage of materials Lumpsum 9999 1 0
Cement concrete 1:5:10 ( 1 cement: 5 finesand : 10 graded stone cum 1746.01 0.09 157.141193
aggregate 40 mmnominal size)0.68x0.68x0.10 m = 0.046 cumConcrete
around trap0.30x0.30x0.675 m = 0.061 cum=0.107
cumDeduct:0.345/3x[0.09+0.01+(0.09x0.01)l/2] =
0.015cum3.14/4x(0.124)2x0.47 = 0.006 cum= 0.021 cumNet quantity
0.107 cum (-) 0.021 cum= 0.086 cum say 0.09 cum(Rate as per item
no.031014 of AOR Chapter plain concrete)

Brick work with 75 class designation brick in cum 2220.03 0.13 288.604293
cement mortar 1:4(1 cement: 4 coarse sand)
1.66x0.115x0.675 m = 0.129 cum say 0.13 cum
((Rate as per item no.051017 of AOR Chapter Brick work)
Cement concrete 1:2:4 ( 1 cement: 2 coarse cum 2137.59 0.008 17.100718
sand : 4 graded stone aggregate 20 mm
nominal size)
1.66x0.115x0.04 m = 0.008 cum
((Rate as per item no.031023 of AOR Chapter plain concrete)
12 mm cement plaster 1:3 (1 cement: 3 coarse sqm 72.52 0.3 21.7568194
sand) finished with floating coat of neat
cement:
[l/2x0.358x(l.20+0.40)] = 0.286 sqm say
0.29 sqm
((Rate as per item no.111090 of AOR Chapter finishing masonary)

Page 1514
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
690
o
Add for water charges @ 1% on A 0.01 6.9
.
696.9
Add for contractors profit and overhead @10% onA+B 0.15 104.535
801.435
Cost for 1 trap Each 0 ### 1286.04
141054 150x100mm size P type With Sewer. bricks confirming to IS:4885
Detail of cost of one gully trap
S.W. gully trap 'P' type 180x150 mm Each 1904 150.00 1 150
C.I. grating 150x150 mm Each 1366 150 1 150
C.I. cover and frame 300x300 mm inside Each 1352 450 1 450
Carriage of materials Lumpsum 9999 1 0
Cement concrete 1:5:10 ( 1 cement: 5 finesand : 10 graded stone cum 1746.01 0.08 139.681061
aggregate 40 mmnominal size)0.68x0.68x0.10 m = 0.046 cumConcrete
around trap0.30x0.30x0.675 m = 0.061 cum=0.107
cumDeduct:0.345/3x[0.09+0.01+(0.09x0.01)l/2] =
0.015cum3.14/4x(0.124)2x0.47 = 0.006 cum= 0.021 cumNet quantity
0.107 cum (-) 0.021 cum= 0.086 cum say 0.09 cum(Rate as per item
no.031014 of AOR Chapter plain concrete)

Brick work with 75 class designation brick in cum 2220.03 0.13 288.604293
cement mortar 1:4(1 cement: 4 coarse sand)
1.66x0.115x0.675 m = 0.129 cum say 0.13 cum
((Rate as per item no.051017 of AOR Chapter Brick work)
Cement concrete 1:2:4 ( 1 cement: 2 coarse cum 2137.59 0.008 17.100718
sand : 4 graded stone aggregate 20 mm
nominal size)
1.66x0.115x0.04 m = 0.008 cum
((Rate as per item no.031023 of AOR Chapter plain concrete)
12 mm cement plaster 1:3 (1 cement: 3 coarse sqm 72.52 0.3 21.7568194
sand) finished with floating coat of neat
cement:
[l/2x0.358x(l.20+0.40)] = 0.286 sqm say
0.29 sqm
((Rate as per item no.111090 of AOR Chapter finishing masonary)

750
Add for water charges @ 1% on A 0.01 7.5
757.5
Add for contractors profit and overhead @10% onA+B 0.15 113.625
871.125

Page 1515
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
Cost for 1 trap Each 0 ### 1338.27
o
141055 180x150mm size P type With F.P.S. bricks class designation 75
.
Detail of cost of one gully trap
S.W. gully trap 'P' type 180x150 mm Each 1904 150.00 1 150
C.I. grating 180x180 mm Each 1367 200 1 200
C.I. cover and frame 300x300 mm inside Each 1352 450 1 450
Carriage of materials Lumpsum 9999 1 4.5 0
Cement concrete 1:5:10 ( 1 cement: 5 finesand : 10 graded stone cum 1746.01 0.08 139.681061
aggregate 40 mmnominal size)0.68x0.68x0.10 m = 0.046 cumConcrete
around trap0.30x0.30x0.675 m = 0.061 cum=0.107
cumDeduct:0.345/3x[0.09+0.01+(0.09x0.01)l/2] =
0.015cum3.14/4x(0.124)2x0.47 = 0.006 cum= 0.021 cumNet quantity
0.107 cum (-) 0.021 cum= 0.086 cum say 0.09 cum(Rate as per item
no.031014 of AOR Chapter plain concrete)

Brick work with 75 class designation brick in cum 1323.91 0.13 172.1083
cement mortar 1:4(1 cement: 4 coarse sand)
1.66x0.115x0.675 m = 0.129 cum say 0.13 cum
((Rate as per item no.051017 of AOR Chapter Brick work)
Cement concrete 1:2:4 ( 1 cement: 2 coarse cum 2137.59 0.008 17.100718
sand : 4 graded stone aggregate 20 mm
nominal size)
1.66x0.115x0.04 m = 0.008 cum
((Rate as per item no.031023 of AOR Chapter plain concrete)
12 mm cement plaster 1:3 (1 cement: 3 coarse sqm 72.52 0.16 11.603637
sand) finished with floating coat of neat
cement:
[l/2x0.358x(l.20+0.40)] = 0.286 sqm say
0.29 sqm
((Rate as per item no.111090 of AOR Chapter finishing masonary)

800
Add for water charges @ 1% on A 0.01 8
808
Add for contractors profit and overhead @10% onA+B 0.15 121.2
929.2
Cost for 1 trap Each 0 ### 1269.69
141056 180x150mm size P type With Sewer bricks confirming to IS:4885
Detail of cost of one gully trap
S.W. gully trap 'P' type 180x150 mm Each 1904 150.00 1 150
C.I. grating 180x180 mm Each 1367 200 1 200

Page 1516
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
C.I. cover and frame 300x300 mm inside Each 1352 450 1 450
o
Carriage of materials Lumpsum 9999 1 0
.
Cement concrete 1:5:10 ( 1 cement: 5 finesand : 10 graded stone cum 1746.01 0.08 139.681061
aggregate 40 mmnominal size)0.68x0.68x0.10 m = 0.046 cumConcrete
around trap0.30x0.30x0.675 m = 0.061 cum=0.107
cumDeduct:0.345/3x[0.09+0.01+(0.09x0.01)l/2] =
0.015cum3.14/4x(0.124)2x0.47 = 0.006 cum= 0.021 cumNet quantity
0.107 cum (-) 0.021 cum= 0.086 cum say 0.09 cum(Rate as per item
no.031014 of AOR Chapter plain concrete)

Brick work with sewer bricksconforming cum 2762.89 0.13 359.176336

to IS:4885 in
cement mortar 1:4(1 cement: 4 coarse sand)
1.66x0.115x0.675 m = 0.129 cum say 0.13 cum
Rate as per item no 055121 : Brick work
Cement concrete 1:2:4 ( 1 cement: 2 coarse cum 2137.59 0.008 17.100718
sand : 4 graded stone aggregate 20 mm
nominal size)
1.66x0.115x0.04 m = 0.008 cum
((Rate as per item no.031023 of AOR Chapter plain concrete)
12 mm cement plaster 1:3 (1 cement: 3 coarse sqm 72.52 0.16 11.603637
sand) finished with floating coat of neat
cement:
[l/2x0.358x(l.20+0.40)] = 0.286 sqm say
0.29 sqm
((Rate as per item no.111090 of AOR Chapter finishing masonary)

800
Add for water charges @ 1% on A 0.01 8
808
Add for contractors profit and overhead @10% onA+B 0.15 121.2
929.2
Cost for 1 trap Each 0 ### 1456.76
0 NON PRESSURE PIPE (Factory Made)
142010 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes
including bends etc with collars jointed with stiff mixture of cement mortar
in the proportion of 1:2 (1cement: 2fine sand) including testing of joints
etc. complete upto 800mm dia.
142011 100mm dia. R.C.C. pipe
Details of cost for 10 metre
Materials

Page 1517
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
100 mm dia pipe (in 2 m. length = 5 nos.) metre 1700 300 10 3000
o
Collars 5 Nos. Each 1714 60 5 300
.
carriage of pipes LS 0 0 0.1 0
Cement of 5 joints = 5x0.00065 = 0.00325 cum = 0.0048 t say 0.005 Tonne 0367 0 0.005 0
tonne
Carriage of cement LS 0 0 0.005 0
Fine sand for 5 joint = 0.0013x5 = 0.0065 cum = 0.006 cum cum 0983 600 0.006 3.6
Carriage of sand LS 0 0 0.006 0
Labour
Mason (brick layer) 1st class Day 0123 168 0.32 53.76
Mason (brick layer) 2nd class Day 0124 158 0.32 50.56
Beldar Day 0114 152 0.63 95.76
Bhisti Day 0101 158 0.16 25.28
225.36 3303.6
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 2.2536 33.036
227.6136 3336.636
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 34.14204 500.4954
Cost of 10.00 m 261.75564 3837.1314
Cost of 1.00 m metre 26.175564 383.71314 409.89
142012 150mm dia. R.C.C. pipe
Details of cost for 10 metre
Materials
150 mm dia pipe (in 2 m. length = 5 nos.) metre 1701 350 10 3500
Collars 5 Nos. Each 1715 80 5 400
carriage of pipes LS 0 0 0.1 0
Cement of 5 joints = 5x0.0008 = 0.004 cum = 0.006 t Tonne 0367 0 0.006 0
Carriage of cement LS 0 0 0.006 0
Fine sand for 5 joint = 0.0016x5 = 0.008 cum cum 0983 600 0.008 4.8
Carriage of sand LS 0 0 0.008 0
Labour
Mason (brick layer) 1st class Day 0123 168 0.39 65.52
Mason (brick layer) 2nd class Day 0124 158 0.39 61.62
Beldar Day 0114 152 0.78 118.56
Bhisti Day 0101 158 0.16 25.28
270.98 3904.8
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 2.7098 39.048
273.6898 3943.848
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 41.05347 591.5772
Cost of 10.00 m 314.74327 4535.4252

Page 1518
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
Cost of 1.00 m metre 31.474327 453.54252 485.02
o
142013 250mm dia. R.C.C. pipe
.
Details of cost for 10 metre
Materials
250 mm dia pipe (in 2 m. length = 5 nos.) metre 1702 500 10 5000
Collars 5 Nos. Each 1716 150 5 750
carriage of pipes LS 0 0 0.1 0
Cement of 5 joints = 5x0.0012 = 0.006 cum = 0.009 t Tonne 0367 0 0.009 0
Carriage of cement LS 0 0 0.009 0
Fine sand for 5 joint = 0.0024x5 = 0.012 cum cum 0983 600 0.012 7.2
Carriage of sand LS 0 0 0.012 0
Labour
Mason (brick layer) 1st class Day 0123 168 0.54 90.72
Mason (brick layer) 2nd class Day 0124 158 0.54 85.32
Beldar Day 0114 152 1.5 228
Bhisti Day 0101 158 0.23 36.34
440.38 5757.2
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 4.4038 57.572
444.7838 5814.772
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 66.71757 872.2158
Cost of 10.00 m 511.50137 6686.9878
Cost of 1.00 m metre 51.150137 668.69878 719.85
142014 300 mm dia pipe (in 2.5 m. length = 4 nos.)-np3
Details of cost for 10 metre
Materials
300 mm dia pipe (in 2.5 m. length = 4 nos.) metre 1703 500 10 5000
Collars 4 Nos. Each 1717 200 4 800
carriage of pipes LS 0 0 0.1 0
Cement of 4 joints = 4x0.00185 = 0.0074 cum = 0.011 tonne Tonne 0367 7000 0.011 77
Carriage of cement LS 0 0 0.011 0
Fine sand for 4 joint = 0.0037x4 = 0.0148 say 0.015cum = 0.006 cum cum 0983 1100 0.015 16.5
Carriage of sand LS 0 0 0.015 0
Labour 1500
Mason (brick layer) 1st class Day 0123 700 0.59 413
Mason (brick layer) 2nd class Day 0124 600 0.59 354
Beldar Day 0114 500 1.16 580
Bhisti Day 0101 400 0.2 80
1427 7393.5
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 14.27 73.935

Page 1519
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
1441.27 7467.435
o
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 216.1905 1120.11525
.
Cost of 10.00 m 1657.4605 8587.55025
Cost of 1.00 m metre 165.74605 858.755025 1024.50
142015 450mm dia. R.C.C. pipe
Details of cost for 10 metre
Materials
450 mmdiampe (in 2.5 m. length = 4 nos.) metre 1704 600 10 6000
Collars 4 Nos. Each 1718 250 4 1000
carriage of pipes LS 0 0 0.1 0
Cement of 4 joints = 4x0.0041 = 0.0164 cum = 0.024 t Tonne 0367 0 0.024 0
Carriage of cement LS 0 0 0.024 0
Fine sand for 4 joint = 0.0082x4 = 0.033 cum cum 0983 600 0.033 19.8
Carriage of sand LS 0 0 0.033 0
Labour 2000
Mason (brick layer) 1st class Day 0123 168 0.75 126
Mason (brick layer) 2nd class Day 0124 158 0.75 118.5
Beldar Day 0114 152 1.5 228
Bhisti Day 0101 158 0.33 52.14
524.64 9019.8
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 5.2464 90.198
529.8864 9109.998
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 79.48296 1366.4997
Cost of 10.00 m 609.36936 10476.4977
Cost of 1.00 m metre 60.936936 1047.64977 1108.59
142016 500mm dia. R.C.C. pipe
Details of cost for 10 metre
Materials
500 mm dia pipe (in 2.5 m. length = 4) metre 1705 650 10 6500
Collars 4 Nos. Each 1719 350 4 1400
carriage of pipes LS 0 0 0.1 0
Cement of 4 joints = 4x0.00185 = 0.0074 cum = 0.011 t Tonne 0367 0 0.026 0
Carriage of cement LS 0 0 0.026 0
Fine sand for 4 joint = 0.0037x4 = 0.0148 cum = 0.015 cum cum 0983 600 0.036 21.6
Carriage of sand LS 0 0 0.036 0
Labour
Mason (brick layer) 1st class Day 0123 168 0.81 136.08
Mason (brick layer) 2nd class Day 0124 158 0.81 127.98
Beldar Day 0114 152 1.62 246.24

Page 1520
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
Bhisti Day 0101 158 0.33 52.14
o
562.44 7921.6
.
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 5.6244 79.216
568.0644 8000.816
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 85.20966 1200.1224
Cost of 10.00 m 653.27406 9200.9384
Cost of 1.00 m metre 65.327406 920.09384 985.42
142017 600mm dia. R.C.C. pipe
Details of cost for 10 metre
Materials
600mm dia pipe (in 2.5 m. length = 4 nos.) metre 1706 700 10 7000 16000.00
Collars 4 Nos. Each 1720 450 4 1800 1800.00
carriage of pipes LS 0 0 0.1 0
Cement of 4 joints = 4x0.0054 = 0.0216 cum =0.032 t Tonne 0367 7000 0.032 0 224.00
Carriage of cement LS 0 0 0.032 0
Fine sand for 4 joint = 0.0108x4 = 0.043 cum cum 0983 1200 0.043 51.6 51.60
Carriage of sand LS 0 0 0.043 0 50.00
Labour 2500.00
Mason (brick layer) 1st class Day 0123 168 0.92 154.56 20625.60
Mason (brick layer) 1st class Day 0123 168 0.92 154.56
Beldar Day 0114 152 1.83 278.16
Bhisti Day 0101 158 0.33 52.14
639.42 8851.6
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 6.3942 88.516
645.8142 8940.116
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 96.87213 1341.0174
Cost of 10.00 m 742.68633 10281.1334
Cost of 1.00 m metre 74.268633 1028.11334 1102.38
142018 700mm dia. R.C.C. pipe
Details of cost for 10 metre
Materials
700mm dia pipe (in 2.5 m. length = 4 nos.) metre 1707 750 10 7500
Collars 4 Nos. Each 1721 500 4 2000
carriage of pipes LS 0 0 0.1 0
Cement of 4 joints = 4x0.0062 = 0.0248 cum = 0.037 t Tonne 0367 0 0.037 0
Carriage of cement LS 0 0 0.037 0
Fine sand for 4 joint = 0.0124x4 = 0.0496 cum = 0.05 cum cum 0983 600 0.05 30
Carriage of sand LS 0 0 0.05 0
Labour

Page 1521
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
Mason (brick layer) 1st class Day 0123 168 1.03 173.04
o
Mason (brick layer) 2nd class Day 0124 158 1.03 162.74
.
Beldar Day 0114 152 1.03 156.56
Bhisti Day 0101 158 1.03 162.74
655.08 9530
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 6.5508 95.3
661.6308 9625.3
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 99.24462 1443.795
Cost of 10.00 m 760.87542 11069.095
Cost of 1.00 m metre 76.087542 1106.9095 1183.00
142019 800mm dia. R.C.C. pipe
Details of cost for 10 metre
Materials
800mm dia pipe (in 2.5 m. length = 4 nos.) metre 1709 850 10 8500
Collars 4 Nos. Each 1723 800 4 3200
carriage of pipes LS 0 0 0.1 0
Cement of 4 joints = 4x0.0072 = 0.0288 cum = 0.042 t Tonne 0367 0 0.042 0
Carriage of cement LS 0 0 0.042 0
Fine sand for 4 joint = 0.0143x4 = 0.0572 cum = 0.057 cum cum 0983 600 0.057 34.2
Carriage of sand LS 0 0 0.057 0
Labour
Mason (brick layer) 1st class Day 0123 168 1.14 191.52
Mason (brick layer) 2nd class Day 0124 158 1.14 180.12
Beldar Day 0114 152 2.28 346.56
Bhisti Day 0101 158 0.42 66.36
784.56 11734.2
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 7.8456 117.342
792.4056 11851.542
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 118.86084 1777.7313
Cost of 10.00 m 911.26644 13629.2733
Cost of 1.00 m metre 91.126644 1362.92733 1454.05

142020 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes
including bends etc with collars jointed with stiff mixture of cement mortar
in the proportion of 1:2 (1cement: 2fine sand) including testing of joints
etc. complete above 800mm dia.
142021 900mm dia. R.C.C. pipe
Details of cost for 10 metre
Materials

Page 1522
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
900mm dia pipe (in 2.5 m. length = 4 nos.) metre 1710 2700 10 27000
o
Collars 4 Nos. Each 1724 1000 4 4000
.
carriage of pipes LS 0 0 0.1 0
Cement of 4 joints = 4x0.0082 = 0.0328 cum = 0.0488 t Say 0.049 t Tonne 0367 7000 0.049 343
Carriage of cement LS 0 0 0.049 0
Fine sand for 4 joint = 0.0164x4 = 0.066 cum cum 0983 600 0.66 396
Carriage of sand LS 0 0 0.66 0
Labour 5000
Mason (brick layer) 1st class Day 0123 800 1.25 1000 36739 42249.85
Mason (brick layer) 2nd class Day 0124 700 1.25 875 46474.84
Beldar Day 0114 600 3 1800
Bhisti Day 0101 500 0.5 250
3925 31739
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 39.25 317.39
3964.25 32056.39
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 594.6375 4808.4585
Cost of 10.00 m 4558.8875 36864.8485
Cost of 1.00 m metre 455.88875 3686.48485 4142.37
142022 1000mm dia. R.C.C. pipe
Details of cost for 10 metre
Materials
1000mm dia pipe (in 2.5 m. length = 4 nos.) metre 1711 1100 10 11000
Collars 4 Nos. Each 1725 1200 4 4800
carriage of pipes LS 0 0 0.1 0
Cement of 4 joints = 4x0.0092 = 0.0368 cum = 0.055 t Tonne 0367 0 0.055 0
Carriage of cement LS 0 0 0.055 0
Fine sand for 4 joint = 0.0185x4 = 0.074 cum cum 0983 600 0.074 44.4
Carriage of sand LS 0 0 0.074 0
Labour
Mason (brick layer) 1st class Day 0123 168 1.36 228.48
Mason (brick layer) 2nd class Day 0124 158 1.36 214.88
Beldar Day 0114 152 4.33 658.16
Bhisti Day 0101 158 0.5 79
1180.52 15844.4
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 11.8052 158.444
1192.3252 16002.844
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 178.84878 2400.4266
Cost of 10.00 m 1371.17398 18403.2706
Cost of 1.00 m metre 137.117398 1840.32706 1977.44

Page 1523
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
142023 1100mm dia. R.C.C. pipe
o
Details of cost for 10 metre
.
Materials
1100mm dia pipe (in 2.5 m. length = 4 nos.) metre 1712 1200 10 12000
Collars 4 Nos. Each 1726 1500 4 6000
carriage of pipes LS 0 0 0.1 0
Cement of 4 joints = 4x0.0103 =0.0412 cum = 0.061 t Tonne 0367 0 0.061 0
Carriage of cement LS 0 0 0.061 0
Fine sand for 4 joint = 0.0206x4 = 0.0824 cum = 0.082 cum cum 0983 600 0.082 49.2
Carriage of sand LS 0 0 0.082 0
Labour
Mason (brick layer) 1st class Day 0123 168 1.47 246.96
Mason (brick layer) 2nd class Day 0124 158 1.47 232.26
Beldar Day 0114 152 6.3 957.6
Bhisti Day 0101 158 0.6 94.8
1531.62 18049.2
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 15.3162 180.492
1546.9362 18229.692
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 232.04043 2734.4538
Cost of 10.00 m 1778.97663 20964.1458
Cost of 1.00 m metre 177.897663 2096.41458 2274.31
142024 1200mm dia. R.C.C. pipe
Details of cost for 10 metre
Materials
1200mm dia pipe (in 2.5 m. length = 4 nos.) metre 1713 1300 10 13000
Collars 4 Nos. Each 1727 1650 4 6600
carriage of pipes LS 0 0 0.1 0
Cement of 4 joints = 4x0.0114 = 0.0456 cum = 0.068 t Tonne 0367 0 0.068 0
Carriage of cement LS 0 0 0.068 0
Fine sand for 4 joint = 0.0229x4 = 0.0916 cum = 0.092 cum cum 0983 600 0.092 55.2
Carriage of sand LS 0 0 0.092 0
Labour
Mason (brick layer) 1st class Day 0123 168 1.59 267.12
Mason (brick layer) 2nd class Day 0124 158 1.59 251.22
Beldar Day 0114 152 8.67 1317.84
Bhisti Day 0101 158 0.67 105.86
1942.04 19655.2
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 19.4204 196.552
1961.4604 19851.752

Page 1524
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 294.21906 2977.7628
o
Cost of 10.00 m 2255.67946 22829.5148
.
Cost of 1.00 m metre 225.567946 2282.95148 2508.52
142030 Providing and laying non-pressure NP3 class (medium duty ) R.C.C.
pipes including bends etc with collars jointed with stiff mixture of cement
mortar in the proportion of 1:2 (1cement: 2fine sand) including testing of
joints etc. complete up to 800mm dia.
142031 300mm dia. R.C.C. pipe
Details of cost for 10 metre
Materials
350 mm dia pipe (in 2.5 m. length = 4 nos.) metre 9328 340 10 3400
Collars 4 Nos. Each 9339 60 4 240
carriage of pipes 0.1 0
Cement of 4 joints = 4x0.00235 = 0.00925 cum = 0.0138 tonne Tonne 0367 0 0.0138 0
Carriage of cement LS 0 0 0.0138 0
Fine sand for 4 joint = 0.0045x4 = 0.018cum cum 0983 600 0.018 10.8
Carriage of sand LS 0 0 0.018 0
Labour
Mason (brick layer) 2nd class Day 0124 158 0.66 104.28
Mason (brick layer) 2nd class Day 0124 158 0.66 104.28
Beldar Day 0114 152 1.5 228
Bhisti Day 0101 158 0.25 39.5
476.06 3650.8
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 4.7606 36.508
480.8206 3687.308
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 72.12309 553.0962
Cost of 10.00 m 552.94369 4240.4042
Cost of 1.00 m metre 55.294369 424.04042 479.33
142032 400mm dia. R.C.C. pipe
Details of cost for 10 metre
Materials
400 mm dia pipe (in 2.5 m. length = 4 nos.) metre 9329 400 10 4000
Collars 4 Nos. Each 9340 80 4 320
carriage of pipes 100metre 0.1 0
Cement of 4 joints = 4x0.0025 = 0.01 cum = 0.0149 tonne Tonne 0367 0 0.0149 0
Carriage of cement LS 0 0 0.0149 0
Fine sand for 4 joint = 0.005x4 = 0.02cum cum 0983 600 0.02 12
Carriage of sand LS 0 0 0.02 0
Labour

Page 1525
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
Mason (brick layer) 2nd class Day 0124 158 0.73 115.34
o
Mason (brick layer) 1st class Day 0123 168 0.73 122.64
.
Beldar Day 0114 152 1.5 228
Bhisti Day 0101 158 0.25 39.5
505.48 4332
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 5.0548 43.32
510.5348 4375.32
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 76.58022 656.298
Cost of 10.00 m 587.11502 5031.618
Cost of 1.00 m metre 58.711502 503.1618 561.87
142033 450mm dia. R.C.C. pipe
Details of cost for 10 metre
Materials
450 mmdiampe (in 2.5 m. length = 4 nos.) metre 9330 425 10 4250
Collars 4 Nos. Each 9341 100 4 400
carriage of pipes 0.1 0
Cement of 4 joints = 4x0.0041 = 0.0164 cum = 0.024 t Tonne 0367 0 0.024 0
Carriage of cement LS 0 0 0.024 0
Fine sand for 4 joint = 0.0082x4 = 0.033 cum cum 0983 600 0.033 19.8
Carriage of sand LS 0 0 0.033 0
Labour
Mason (brick layer) 1st class Day 0123 168 0.75 126
Mason (brick layer) 2nd class Day 0124 158 0.75 118.5
Beldar Day 0114 152 1.5 228
Bhisti Day 0101 158 0.33 52.14
524.64 4669.8
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 5.2464 46.698
529.8864 4716.498
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 79.48296 707.4747
Cost of 10.00 m 609.36936 5423.9727
Cost of 1.00 m metre 60.936936 542.39727 603.33
142034 500mm dia. R.C.C. pipe
Details of cost for 10 metre
Materials
500 mm dia pipe (in 2.5 m. length = 4) metre 9331 550 10 5500
Collars 4 Nos. Each 9342 140 4 560
carriage of pipes 0.1 0
Cement of 4 joints = 4x0.00185 = 0.0074 cum = 0.011 t Tonne 0367 0 0.026 0
Carriage of cement LS 0 0 0.026 0

Page 1526
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
Fine sand for 4 joint = 0.0037x4 = 0.0148 cum = 0.015 cum cum 0983 600 0.036 21.6
o
Carriage of sand LS 0 0 0.036 0
.
Labour
Mason (brick layer) 1st class Day 0123 168 0.81 136.08
Mason (brick layer) 2nd class Day 0124 158 0.81 127.98
Beldar Day 0114 152 1.62 246.24
Bhisti Day 0101 158 0.33 52.14
562.44 6081.6
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 5.6244 60.816
568.0644 6142.416
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 85.20966 921.3624
Cost of 10.00 m 653.27406 7063.7784
Cost of 1.00 m metre 65.327406 706.37784 771.71
142035 600mm dia. R.C.C. pipe
Details of cost for 10 metre
Materials
600mm dia pipe (in 2.5 m. length = 4 nos.) metre 9332 800 10 8000
Collars 4 Nos. Each 9343 180 4 720
carriage of pipes 0.1 0
Cement of 4 joints = 4x0.0054 = 0.0216 cum =0.032 t Tonne 0367 0 0.032 0
Carriage of cement LS 0 0 0.032 0
Fine sand for 4 joint = 0.0108x4 = 0.043 cum cum 0983 600 0.043 25.8
Carriage of sand LS 0 0 0.043 0
Labour
Mason (brick layer) 1st class Day 0123 168 0.92 154.56
Mason (brick layer) 2nd class Day 0124 158 0.92 145.36
Beldar Day 0114 152 1.83 278.16
Bhisti Day 0101 158 0.33 52.14
630.22 8745.8
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 6.3022 87.458
636.5222 8833.258
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 95.47833 1324.9887
Cost of 10.00 m 732.00053 10158.2467
Cost of 1.00 m metre 73.200053 1015.82467 1089.02

142036 700mm dia. R.C.C. pipe

Details of cost for 10 metre
Materials
700mm dia pipe (in 2.5 m. length = 4 nos.) metre 9333 1000 10 10000

Page 1527
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
Collars 4 Nos. Each 9344 250 4 1000
o
carriage of pipes 0.1 0
.
Cement of 4 joints = 4x0.0062 = 0.0248 cum = 0.037 t Tonne 0367 0 0.037 0
Carriage of cement LS 0 0 0.037 0
Fine sand for 4 joint = 0.0124x4 = 0.0496 cum = 0.05 cum cum 0983 600 0.05 30
Carriage of sand LS 0 0 0.05 0
Labour
Mason (brick layer) 1st class Day 0123 168 1.03 173.04
Mason (brick layer) 2nd class Day 0124 158 1.03 162.74
Beldar Day 0114 152 1.03 156.56
Bhisti Day 0101 158 1.03 162.74
655.08 11030
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 6.5508 110.3
661.6308 11140.3
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 99.24462 1671.045
Cost of 10.00 m 760.87542 12811.345
Cost of 1.00 m metre 76.087542 1281.1345 1357.22
142037 800mm dia. R.C.C. pipe
Details of cost for 10 metre
Materials
800mm dia pipe (in 2.5 m. length = 4 nos.) metre 9334 1400 10 14000
Collars 4 Nos. Each 9345 300 4 1200
carriage of pipes 0.1 0
Cement of 4 joints = 4x0.0072 = 0.0288 cum = 0.042 t Tonne 0367 0 0.042 0
Carriage of cement LS 0 0 0.042 0
Fine sand for 4 joint = 0.0143x4 = 0.0572 cum = 0.057 cum cum 0983 600 0.057 34.2
Carriage of sand LS 0 0 0.057 0
Labour
Mason (brick layer) 1st class Day 0123 168 1.14 191.52
Mason (brick layer) 2nd class Day 0124 158 1.14 180.12
Beldar Day 0114 152 2.28 346.56
Bhisti Day 0101 158 0.42 66.36
784.56 15234.2
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 7.8456 152.342
792.4056 15386.542
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 118.86084 2307.9813
Cost of 10.00 m 911.26644 17694.5233
Cost of 1.00 m metre 91.126644 1769.45233 1860.58

Page 1528
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
142040 Providing and laying non-pressure NP3 class (medium duty ) R.C.C.
o pipes including bends etc with collars jointed with stiff mixture of cement
. mortar in the proportion of 1:2 (1cement: 2fine sand) including testing of
joints etc. complete above 800mm dia.
142041 900mm dia. R.C.C. pipe
Details of cost for 10 metre
Materials
900mm dia pipe (in 2.5 m. length = 4 nos.) metre 9335 2000 10 20000
Collars 4 Nos. Each 9346 350 4 1400
carriage of pipes 0.1 0
Cement of 4 joints = 4x0.0082 = 0.0328 cum = 0.0488 t Say 0.049 t Tonne 0367 0 0.049 0
Carriage of cement LS 0 0 0.049 0
Fine sand for 4 joint = 0.0164x4 = 0.066 cum cum 0983 600 0.66 396
Carriage of sand LS 0 0 0.66 0
Labour
Mason (brick layer) 1st class Day 0123 168 1.25 210
Mason (brick layer) 2nd class Day 0124 158 1.25 197.5
Beldar Day 0114 152 3 456
Bhisti Day 0101 158 0.5 79
942.5 21796
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 9.425 217.96
951.925 22013.96
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 142.78875 3302.094
Cost of 10.00 m 1094.71375 25316.054
Cost of 1.00 m metre 109.471375 2531.6054 2641.08
142042 1000mm dia. R.C.C. pipe
Details of cost for 10 metre
Materials
1000mm dia pipe (in 2.5 m. length = 4 nos.) metre 9336 2400 10 24000
Collars 4 Nos. Each 9347 410 4 1640
carriage of pipes 0.1 0
Cement of 4 joints = 4x0.0092 = 0.0368 cum = 0.055 t Tonne 0367 0 0.055 0
Carriage of cement LS 0 0 0.055 0
Fine sand for 4 joint = 0.0185x4 = 0.074 cum cum 0983 600 0.074 44.4
Carriage of sand LS 0 0 0.074 0
Labour
Mason (brick layer) 1st class Day 0123 168 1.36 228.48
Mason (brick layer) 2nd class Day 0124 158 1.36 214.88
Beldar Day 0114 152 4.33 658.16

Page 1529
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
Bhisti Day 0101 158 0.5 79
o
1180.52 25684.4
.
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 11.8052 256.844
1192.3252 25941.244
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 178.84878 3891.1866
Cost of 10.00 m 1371.17398 29832.4306
Cost of 1.00 m metre 137.117398 2983.24306 3120.36
142043 1100mm dia. R.C.C. pipe
Details of cost for 10 metre
Materials
1100mm dia pipe (in 2.5 m. length = 4 nos.) metre 9337 3200 10 32000
Collars 4 Nos. Each 9348 500 4 2000
carriage of pipes 0.1 0
Cement of 4 joints = 4x0.0103 =0.0412 cum = 0.061 t Tonne 0367 0 0.061 0
Carriage of cement LS 0 0 0.061 0
Fine sand for 4 joint = 0.0206x4 = 0.0824 cum = 0.082 cum cum 0983 600 0.082 49.2
Carriage of sand LS 0 0 0.082 0
Labour
Mason (brick layer) 1st class Day 0123 168 1.47 246.96
Mason (brick layer) 2nd class Day 0124 158 1.47 232.26
Beldar Day 0114 152 6.3 957.6
Bhisti Day 0101 158 0.6 94.8
1531.62 34049.2
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 15.3162 340.492
1546.9362 34389.692
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 232.04043 5158.4538
Cost of 10.00 m 1778.97663 39548.1458
Cost of 1.00 m metre 177.897663 3954.81458 4132.71
142044 1200mm dia. R.C.C. pipe
Details of cost for 10 metre
Materials
1200mm dia pipe (in 2.5 m. length = 4 nos.) metre 9338 4000 10 40000
Collars 4 Nos. Each 9349 600 4 2400
carriage of pipes 0.1 0
Cement of 4 joints = 4x0.0114 = 0.0456 cum = 0.068 t Tonne 0367 0 0.068 0
Carriage of cement LS 0 0 0.068 0
Fine sand for 4 joint = 0.0229x4 = 0.0916 cum = 0.092 cum cum 0983 600 0.092 55.2
Carriage of sand LS 0 0 0.092 0
Labour

Page 1530
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
Mason (brick layer) 1st class Day 0123 168 1.59 267.12
o
Mason (brick layer) 2nd class Day 0124 158 1.59 251.22
.
Beldar Day 0114 152 8.67 1317.84
Bhisti Day 0101 158 0.67 105.86
1942.04 42455.2
Add for Water Charges @1% (no rates reqd.) 0.01 19.4204 424.552
1961.4604 42879.752
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 294.21906 6431.9628
Cost of 10.00 m 2255.67946 49311.7148
Cost of 1.00 m metre 225.567946 4931.17148 5156.74
0 MANHOLES
143010 Constructing brick masonry manhole in cement mortar 1:4 (1cement:
4coarse sand) R.C.C. top slab with 1:2:4 (1cement: 2coarse sand:
4graded stone aggregate 20mm nominal size), foundation concrete 1:4:8
mix (1cement: 4coarse sand: 8graded stone aggregate 40mm nominal
size) inside plastering 12mm thick with cement mortar 1:3 (1cement:
3coarse sand) finished with floating coat of neat cement and making
channels in cement concrete 1:2:4 (1cement: 2coarse sand: 4graded
stone aggregate 20mm nominal size) finished with a floating coat of neat
cement complete as per standard design

D 143011 Inside size 90x80cm and 45cm deep including C.I. cover with frame (light
S duty) 455x610mm internal dimensions total weight of cover and frame to
R be not less than 38kg (weight of cover 23kg and weight of frame 15kg).
0 With F.P.S. bricks class designation 7.5
7
/ Details of cost for 1 manhole
Materials
Cement concrete 1:4:8 (1 cement: 4 coarsesand : 8 graded stone cum 1751.75 0.43 753.25296
aggregate 40 mmnominal size)
1.51x1.41x0.20=0.426 cum Say 0.43 cun.Rate as per item no.031013 of
AOR Chapter plain concrete
Brick work with bricks of class designation 75in foundation & plinth in cum 2220.03 0.34 754.811229
cement mortar 1:4 (1cement: 4 coarse sand)4.32x0.23x0.35 m = 0.348
cum
Less for pipe 2x3.14/4x(0.15m)²x0.23m = (-)0.008 cum= 0.340 cum((Rate
as per item no.051017 of AOR Chapter Brick work)

Page 1531
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
Cement concrete 1:2:4 (1 cement: 2 coarsesand : 4 graded stone cum 2137.59 0.16 342.014361
o aggregate 20 mmnominal size) for benching2x0.90x(0.80/2) x
. (0.30+0.20)/2 =.18 cumLess for pipe 1x0.90x3.14/4x(0.15 m)2 = (-)0.02
cum= 0.16 cumRate as per item no.031023 of AOR Chapter plain
concrete
12 mm cement plaster 1:3 (1 cement: 3 coarse sqm 72.52 0.25 18.1306828
sand) finished with floating coat of neat
cement
3.40mx0.05m = 0.17 sqm
2x1/2x0.80x0.10m = 0.08 sqm
= 0.25 sqm
Rate as per item no.111090 : Finishing

Reinforced cement concrete 1:2:4 (1 cement: cum 2373.44395 0.22 522.157668

2 coarse sand : 4 graded stone aggregate 20
mm nominal size)
For slab: 1.36x1.26x0.15m = 0.257 cum
Less for cover 0.61x0.455x0.15m = (-) 0.042cum
= 0.215 cum Say 0.22 cum
Rate as per Annexure 1 Drainage and Sewarage

Mild steel reinforcement for slab :0.22 cum @ 48.06 kg/cum = 10.57 kg kg 0.00 10.57 0
Rate as per item no 045011 : RCC Wor

Form work = 0.90x0.80= 0.72 sqm sqm 185.57 0.44 81.6510152

Less cover = 0.61x0.45m = (-) 0.278 sqm
=0.42 sqm. say 0.44 sqm.
Rate as per item no 042013 : RCC Work
Labour 2472.01792
Extra labour for making channel:
Mason (brick layer) 1st class Day 0123 168 0.06 10.08
Mason (brick layer) 2nd class Day 0124 158 0.06 9.48
C.I. Cover with frame 455x610 mm (inside) Each 1354 1500 1 1500
Carriage of C.I. cover & frame Lumpsum 9999 1 6.76 6.76
Painting of C.I. cover & frame with coal tar Lumpsum 9999 1 6.76 6.76
Sundries (no rates reqd.) Lumpsum 9999 1 13.52 13.52
46.6
Add for water charges @ 1% on A+B 0.01 0.466 15
47.066 1515
Add for contractors profit and overhead @15% on A+B+C 0.15 7.0599 227.25
1742.25

Page 1532
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
Cost of one manhole Each 54.1259 ### 4268.39
o
ANNEXURE 1 (Drainage and Sewarage)
.
Reinforced cement concrete 1:2:4 (1 cement:2 coarse sand : 4
graded stone aggregate 20mm nominal size)
Details of cost for 1 cum
Materials
Stone Aggregate (Single size) : 20 mm nominal size cum 0295 900 0.67 603
Stone Aggregate (Single size) : 10 mm nominal size cum 0297 900 0.22 198
Coarse sand (Zone III) cum 0982 850 0.445 378.25
Labour
Mason (average) Day 0155 158 0.24 37.92
Beldar Day 0114 152 2.75 418
Bhisti Day 0101 158 0.9 142.2
Hire charges of Concrete Mixer 0.14 cubic metre Day 0002 700 0.08 56
Hire charges of Vibrator (Needle type 40mm) Day 0012 300 0.08 24
Coolie Day 0115 152 1.13 171.76
Sundries (no rates reqd.) Lumpsum 9999 1 14.3 14.3
864.18 1179.25
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 8.6418 11.7925
872.8218 1191.0425
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 130.92327 178.656375
Cost of per cum cum 1003.74507 1369.69888 2373.44
D 143012 Inside size 90x80cm and 45cm deep including C.I. cover with frame (light
S duty) 455x610mm internal dimensions total weight of cover and frame to
R be not less than 38kg (weight of cover 23kg and weight of frame
0 15kg)With Sewer bricks confirming to IS:4885
7
Details of cost for 1 manhole
Materials
Cement concrete 1:4:8 (1 cement: 4 coarsesand : 8 graded stone cum 0 1751.75 0.43 753.25296
aggregate 40 mmnominal size)
1.51x1.41x0.20=0.426 cum Say 0.43 cun.Rate as per item no.031013 of
AOR Chapter plain concrete
Brick work with sewer bricks conformingto IS: 4885.in foundation & plinth cum 0 2762.89 0.34 939.384264
in cement mortar 1:4 (1cement: 4 coarse sand)4.32x0.23x0.35 m = 0.348
cumLess for pipe 2x3.14/4x(0.15m)2x0.23m = (-)0.008 cum= 0.340
cum((Rate as per item no.055121 of AOR Chapter Brick work

Page 1533
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
Cement concrete 1:2:4 (1 cement: 2 coarsesand : 4 graded stone cum 2137.59 0.16 342.014361
o aggregate 20 mmnominal size) for benching2x0.90x(0.80/2) x
. (0.30+0.20)/2 =.18 cumLess for pipe 1x0.90x3.14/4x(0.15 m)2 = (-)0.02
cum= 0.16 cumRate as per item no.031023 of AOR Chapter plain
concrete
12 mm cement plaster 1:3 (1 cement: 3 coarse sqm 72.52 0.25 18.1306828
sand) finished with floating coat of neat
cement
3.40mx0.05m = 0.17 sqm
2x1/2x0.80x0.10m = 0.08 sqm
= 0.25 sqm
Rate as per item no.111090 : Finishing

Reinforced cement concrete 1:2:4 (1 cement: cum 2373.44395 0.22 522.157668

2 coarse sand : 4 graded stone aggregate 20
mm nominal size)
For slab: 1.36x1.26x0.15m = 0.257 cum
Less for cover 0.61x0.455x0.15m = (-) 0.042cum
= 0.215 cum Say 0.22 cum
Rate as per Annexure 1 Drainage and Sewarage

Mild steel reinforcement for slab :0.22 cum @ 48.06 kg/cum = 10.57 kg kg 0.00 10.57 0
Rate as per item no 045011 : RCC Wor

Form work = 0.90x0.80= 0.72 sqm sqm 185.57 0.44 81.6510152

Less cover = 0.61x0.45m = (-) 0.278 sqm
=0.42 sqm. say 0.44 sqm.
Rate as per item no 042013 : RCC Work
Labour 2656.59095
Extra labour for making channel:
Mason (brick layer) 1st class Day 0123 168 0.06 10.08
Mason (brick layer) 2nd class Day 0124 158 0.06 9.48
C.I. Cover with frame 455x610 mm (inside) Each 1354 1500 1 1500
Carriage of C.I. cover & frame Lumpsum 9999 1 6.76 6.76
Painting of C.I. cover & frame with coal tar Lumpsum 9999 1 6.76 6.76
Sundries (no rates reqd.) 13.52 0
33.08
Add for water charges @ 1% on A+B 0.01 0.3308 15
33.4108 1515
Add for contractors profit and overhead @10% on A+B+C 0.15 5.01162 227.25
1742.25

Page 1534
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
Cost of one manhole Each 38.42242 ### 4437.26
o
D 143013 Inside size 120x90cm and 90cm deep including C.I. cover with frame
.S (medium duty) 500mm internal diameter, total weight of cover and frame
R to be not less than 116kg (weight of cover 58kg and weight of frame
0 58kg). With F.P.S. bricks class designation 7.5
7
Details of cost for 1 manhole
Materials
Cement concrete 1:4:8 (1 cement: 4 coarsesand : 8 graded stone cum 1751.75 0.55 963.463089
aggregate 40 mmnominal size)1.81x1.51x0.20m=0.547 cum Say 0.55
cun.Rate as per item no.031013 of AOR Chapter plain concret
Brick work with bricks of class designation 75in foundation & plinth in cum 2220.03 0.93 2064.63071
cement mortar 1:4 (1cement: 4 coarse sand)5.12x0.23x0.80 m = 0.942
cum
Less for pipe 2x3.14/4x(0.15m)2x0.23m = (-)0.008 cum= 0.934 cum say
0.93 cum(Rate as per item no.051017 of AOR Chapter Brick work)
Cement concrete 1:2:4 (1 cement: 2 coarsesand : 4 graded stone cum 2137.59 0.25 534.397439
aggregate 20 mmnominal size) for benching2x1.20x(0.90x10.30/2) x
0.30+0.20)/2 = 0.270 cumLess for pipe 1.20x3.14/4x(0.15 m)2 = (-)0.021
cum= 0.249 cum say 0.25 cum.Rate as per item no.031023 of AOR
Chapter plain concrete
12 mm cement plaster 1:3 (1 cement: 3 coarse sqm 72.52 2.19 158.824781
sand) finished with floating coat of neat
cement
4.20mx0.50m = 2.10 sqm
2x1/2x0.90x0.10m = 0.08 sqm
Total
= 2.19 sqm
Rate as per item no111090. of SH : Finishing

Reinforced cement concrete 1:2:4 (1 cement: cum 2373.44395 0.31 735.767623

2 coarse sand : 4 graded stone aggregate 20
mm nominal size)
For slab: 1.66x1.36x0.15m = 0.339 cum
Less for cover 0.7854x(0.50)2x0.15m = (-) 0.029
cum
= 0.31cum
Rate as per Annexure 1 Drainage and Sewarage

Page 1535
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
Mild steel reinforcement for slab : kg 0.00 24.83 0
o 0.31 cum @ 48.06 kg/cum = 24.83 kg
. Rate as per item no 5.22.1 of SH: RCC Work
Form work = 1.20x0.90= 1.08 sqm sqm 185.57 0.88 163.30203
Less cover = 3.14/4x(0.50)²=(-) 0.196 sqm
= 0.884 sqm Say 0.88 sqm
Rate as per item no 5.9.3 of SH : RCC Work
Labour 4620.38568
Extra labour for making channel:
Mason (brick layer) 1st class Day 0123 168 0.08 13.44
Mason (brick layer) 2nd class Day 0124 158 0.08 12.64
C.I. Cover with frame 500 mm (inside) Each 1356 4100 1 4100
Carriage of C.I. cover & frame Lumpsum 9999 1 6.76 6.76
Painting of C.I. cover & frame with coal tar Lumpsum 9999 1 6.76 6.76
Sundries (no rates reqd.) Lumpsum 9999 1 16.64 16.64
56.24
Add for water charges @ 1% on A+B 0.01 0.5624 41
56.8024 4141
Add for contractors profit and overhead @10% on A+B+C 0.15 8.52036 621.15
4762.15
Cost of one manhole Each 65.32276 ### 9447.86
D 143014 Inside size 120x90cm and 90cm deep including C.I. cover with frame
S (medium duty) 500mm internal diameter, total weight of cover and frame
R to be not less than 116kg (weight of cover 58kg and weight of frame
0 58kg). With Sewer bricks confirming to IS:4885
7
Details of cost for 1 manhole
Materials
Cement concrete 1:4:8 (1 cement: 4 coarse cum 1751.75 0.55 963.463089
sand : 8 graded stone aggregate 40 mm
nominal size)
1.81x1.51x0.20m=0.547 cum Say 0.55 cun.
Rate as per item no.031013 of AOR Chapter plain concret

Page 1536
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
Brick work with bricks of class designation 75 cum 2762.89 0.93 2569.49225
o in foundation & plinth in cement mortar 1:4 (1
. cement: 4 coarse sand)
5.12x0.23x0.80 m = 0.942 cum
Less for pipe 2x3.14/4x(0.15m)²x0.23m = (-)
0.008 cum
= 0.934 cum say 0.93 cum
(Rate as per item no.055121 of AOR Chapter Brick work

Cement concrete 1:2:4 (1 cement: 2 coarse cum 2137.59 0.25 534.397439

sand : 4 graded stone aggregate 20 mm
nominal size) for benching
2x1.20x0.90x(0.80/2) x (0.30+0.20)/2 = 0.270 cum
Less for pipe 1.20x3.14/4x(0.15 m)2 = (-)
0.021 cum
= 0.249 cum say 0.25 cum
Rate as per item no.031023 of AOR Chapter plain concrete

12 mm cement plaster 1:3 (1 cement: 3 coarse sqm 72.52 2.19 158.824781

sand) finished with floating coat of neat
cement
4.20mx0.50m = 2.10 sqm
2x1/2x0.90x0.10m = 0.08 sqm
= 2.19 sqm Rate as per item no111090. of SH : Finishing

Reinforced cement concrete 1:2:4 (1 cement: cum 2373.44395 0.31 735.767623

2 coarse sand : 4 graded stone aggregate 20
mm nominal size)
For slab: 1.66x1.36x0.15m = 0.339 cum
Less for cover 0.7854x(0.50)²x0.15m = (-) 0.029
cum
= 0.31cum
Rate as per Annexure 1 Drainage and Sewarage

Mild steel reinforcement for slab : kg 0.00 24.83 0

0.31 cum @ 48.06 kg/cum = 24.83 kg
Rate as per item no 045011 of SH: RCC Work
Form work = 1.20x0.90= 1.08 sqm sqm 185.57 0.88 163.30203
Less cover = 3.14/4x(0.50)2=(-) 0.196 sqm
= 0.884 sqm Say 0.88 sqm
Rate as per item 042013 : RCC Work
Labour 5125.24721
Extra labour for making channel:

Page 1537
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
Mason (brick layer) 1st class Day 0123 168 0.08 13.44
o
Mason (brick layer) 2nd class Day 0124 158 0.08 12.64
.
C.I. Cover with frame 500 mm (inside) Each 1356 4100 1 4100
Carriage of C.I. cover & frame Lumpsum 9999 1 6.76 6.76
Painting of C.I. cover & frame with coal tar Lumpsum 9999 1 6.76 6.76
Sundries (no rates reqd.) Lumpsum 9999 1 16.64 16.64
56.24
Add for water charges @ 1% on A+B 0.01 0.5624 41
56.8024 4141
Add for contractors profit and overhead @10% on A+B+C 0.15 8.52036 621.15
4762.15
Cost of one manhole Each 65.32276 ### 9952.72
###
143020 Deduct for providing S.F.R.C. Cover and frame(Heavy duty,HD-20 grade
designation) 560mm internal diameter conforming to IS:12592 in lieu of
CI frame & Cover from item 143013 to 143014
Details of cost of each
Materials
500 mm dia cover with frame (medium duty) Each 1356 4100 1 4100
Deduct
S.F.R.C. Cover and frame(Heavy duty,HD-20 grade designation) 560mm Each 9753 1400 -1 -1400
internal diameter conforming to IS:12592
2700
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 27
2727
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 409.05
Cost of each Each 0 3136.05 3136.05
143030 Constructing brick masonry manhole in cement mortar 1:4 (1cement:
4coarse sand) R.C.C. top slab with 1:2:4 (1cement: 2coarse sand:
4graded stone aggregate 20mm nominal size), foundation concrete 1:4:8
mix (1cement: 4coarse sand: 8graded stone aggregate 40mm nominal
size) inside plastering 12mm thick with cement mortar 1:3 (1cement:
3coarse sand) finished with floating coat of neat cement and making
channels in cement concrete 1:2:4 (1cement: 2coarse sand: 4graded
stone aggregate 20mm nominal size) finished with a floating coat of neat
cement complete as per standard design

Page 1538
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
D 143031 Inside size 120x90cm and 90cm deep including C.I. cover with frame
oS (heavy duty) 560mm internal diameter, total weight of cover and frame to
.R be not less than 208kg (weight of cover 108kg and weight of frame
0 100kg). With F.P.S. bricks class designation 7.5
7
/ Details of cost for 1 manhole
Materials
Cement concrete 1:4:8 (1 cement: 4 coarsesand : 8 graded stone cum 1751.75 0.55 963.463089
aggregate 40 mmnominal size)1.81x1.51x0.20m=0.547 cum Say 0.55
cun.Rate as per item no.031013 of AOR Chapter plain concret
Brick work with bricks of class designation 75in foundation & plinth in cum 2220.03 0.8 1776.02642
cement mortar 1:4 (1cement: 4 coarse sand)
5.12x0.23x0.65 m = 0.765 cum1x0.56x0.23x0.15 m =0.019
cum1x0.79x0.23x0.15 = 0.027 cum=0.811Less for pipe
2x3.14/4x(0.15m)2x0.23m =
0.008 cum= 0.803 cum say 0.80 cumRate as per item no 051017 : Brick
Work

Cement concrete 1:2:4 (1 cement: 2 coarse cum 1664.07 0.25 416.0175

sand : 4 graded stone aggregate 20 mm
nominal size) for benching
2x1.20x(0.90/2)x(0.30+0.20)/2 = 0.270 cum
Less for pipe 1.20x3.14/4x(0.15 m)2 = (-)
0.021 cum
= 0.249 cum say 0.25 cum
Rate as per item no 031023 : Concrete work

12 mm cement plaster 1:3 (1 cement: 3 coarsesand) finished with floating sqm 72.52 2.41 174.779782
coat of neatcement4.20mx0.35m = 1.47 sqm2x0.56x0.15m = 0.17 sqm
2x1/2x0.90x0.10m = 0.09 sqmFor fixing cover0.96x0.96 m =0.922
sqm2.652 sqmLess cover 3.14/4x(0.56)2=(-) 0.246 sqm=2.406 sqm Say
2.41 sqmRate as per item no.111090 of SH : Finishing

Reinforced cement concrete 1:2:4 (1 cement:2 coarse sand : 4 graded cum 2373.44395 0.33 783.236502
stone aggregate 20mm nominal size)For slab: 1.66x1.36x0.15m = 0.339
umAdd extra concreting1x(0.56+0.79)x0.15x0.15 m=0.03 cum=0.369
cumLess for cover 0.7854x(0.50)2x0.15m = (-) 0.037 cum= 0.332 cum
Say 0.33 cumRate as per Annexure 1 Drainage and Sewarage

Page 1539
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
Steel reinforcement for slab @ 80.9 Kg/cum kg 0.00 26.43 0
o For 0.33 cum = 26.43 kg.
. Rate as per item no045011 RCC Work
Form work inside area of man-hole 1.20x0.90 sqm 185.57 0.83 154.023506
=1.08
Less cover = 3.14/4x(0.56)2=(-) 0.246 sqm
= 0.834 sqm Say 0.88 sqm
Rate as per item no 042013 : RCC Work
Labour 4267.5468
Extra labour for making channel:
Mason (brick layer) 1st class Day 0123 168 0.08 13.44
Mason (brick layer) 2nd class Day 0124 158 0.08 12.64
C.I. Cover with frame 560 dia Each 3860 7900 1 7900
Carriage of C.I. cover & frame Lumpsum 9999 1 13.52 13.52
Painting of C.I. cover & frame with coal tar Lumpsum 9999 1 6.76 6.76
Sundries (no rates reqd.) Lumpsum 9999 1 20.28 20.28
66.64
Add for water charges @ 1% on A+B 0.01 0.6664 79
67.3064 7979
Add for contractors profit and overhead @10% on A+B+C 0.15 10.09596 1196.85
9175.85
cost for 1 manhole Each 77.40236 ### 13520.80
D 143032 Inside size 120x90cm and 90cm deep including C.I. cover with frame
S (heavy duty) 560mm internal diameter, total weight of cover and frame to
R be not less than 208kg (weight of cover 108kg and weight of frame
0 100kg). With Sewer bricks confirming to IS:4885
7
/ Details of cost for 1 manhole
Materials
Cement concrete 1:4:8 (1 cement: 4 coarsesand : 8 graded stone cum 1751.75 0.55 963.463089
aggregate 40 mmnominal size)1.81x1.51x0.20m=0.547 cum Say 0.55
cun.Rate as per item no.031013 of AOR Chapter plain concret
Brick work with bricks of class designation 75in foundation & plinth in cum 2762.89 0.8 2210.31592
cement mortar 1:4 (1cement: 4 coarse sand)
5.12x0.23x0.65 m = 0.765 cum1x0.56x0.23x0.15 m =0.019
cum1x0.79x0.23x0.15 = 0.027 cum=0.811Less for pipe
2x3.14/4x(0.15m)2x0.23m =
0.008 cum= 0.803 cum say 0.80 cumRate as per item no 055121 : Brick
Work

Page 1540
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
Cement concrete 1:2:4 (1 cement: 2 coarse cum 2137.59 0.25 534.397439
o sand : 4 graded stone aggregate 20 mm
. nominal size) for benching
2x1.20x(0.90/2)x(0.30+0.20)/2 = 0.270 cum
Less for pipe 1.20x3.14/4x(0.15 m)2 = (-)
0.021 cum
= 0.249 cum say 0.25 cum
Rate as per item no 031023 : Concrete work

12 mm cement plaster 1:3 (1 cement: 3 coarsesand) finished with floating sqm 72.52 2.41 174.779782
coat of neatcement4.20mx0.35m = 1.47 sqm2x0.56x0.15m = 0.17 sqm
2x1/2x0.90x0.10m = 0.09 sqmFor fixing cover0.96x0.96 m =0.922
sqm2.652 sqmLess cover 3.14/4x(0.56)2=(-) 0.246 sqm=2.406 sqm Say
2.41 sqmRate as per item no.111090 of SH : Finishing

Reinforced cement concrete 1:2:4 (1 cement:2 coarse sand : 4 graded cum 2373.44 0.33 783.236502
stone aggregate 20mm nominal size)For slab: 1.66x1.36x0.15m = 0.339
umAdd extra concreting1x(0.56+0.79)x0.15x0.15 m=0.03 cum=0.369
cumLess for cover 0.7854x(0.50)2x0.15m = (-) 0.037 cum= 0.332 cum
Say 0.33 cumRate as per Annexure 1 Drainage and Sewarage

Steel reinforcement for slab @ 80.9 Kg/cum kg 0.00 26.43 0

For 0.33 cum = 26.43 kg.
Rate as per item no045011 RCC Work
Form work inside area of man-hole 1.20x0.90 sqm 185.57 0.83 154.023506
=1.08
Less cover = 3.14/4x(0.56)2=(-) 0.246 sqm
= 0.834 sqm Say 0.88 sqm
Rate as per item no 042013 : RCC Work
Labour 4820.21623
Extra labour for making channel:
Mason (brick layer) 1st class Day 0123 168 0.08 13.44
Mason (brick layer) 2nd class Day 0124 158 0.08 12.64
560 mm dia cover with frame (Heavy duty) Each 3860 7900 1 7900
Carriage of C.I. cover & frame Lumpsum 9999 1 13.52 13.52
Painting of C.I. cover & frame with coal tar Lumpsum 9999 1 6.76 6.76
0 Lumpsum 9999 1 20.28 20.28
66.64
Add for water charges @ 1% on A+B 0.01 0.6664 79
67.3064 7979

Page 1541
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
Add for contractors profit and overhead @10% on A+B+C 0.15 10.09596 1196.85
o
9175.85
.
cost for 1 manhole Each 77.40236 ### 14073.47
###
143033 Deduct from 143030 for providing S.F.R.C. cover and frame (heavy duty,
HD-20 grade designation) 560mm internal diameter conforming to IS:
12592 in lieu of CI frame & cover
Details of cost of each
Materials
560 mm dia cover with frame (Heavy duty) Each 3860 7900 1 7900
Deduct
S.F.R.C. Cover and frame(Heavy duty,HD-20 grade designation) 560mm Each 9753 1400 -1 -1400
internal diameter conforming to IS:12592
6500
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 65
6565
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 984.75
Cost of each Each 0 7549.75 7549.75
D 143040 Extra for depth for man holes of size
S
D
R 143041 Size 90x80cm With F.P.S Bricks class designation 7.5
S
0
R Details of cost for one meter
0 Materials
Brick work with bricks of class designation 75 cum 2220.03 0.99 2197.83269
in cement mortar 1:4(1 cement : 4 coarse
sand)
4.32x0.23x1.00 = 0.994 cum Say 0.99 Rate as per item
no. 051017 : brick work
12 mm cement plaster 1:3 (1 cement: 3 sqm 72.52 3.4 246.577286
coarse sand) finished with floating coat of neat
cement
3.40x1 m = 3.40 sqm
Rate as per item no. 111090of SH : Finishing
cost for one meter metre 0 2444.40998 2444.41
D 143042 Size 90x80cm With Sewer bricks confirming to IS: 4885
S
R Details of cost for one meter
0 Materials

Page 1542
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
Brick work with modular extruded burnt fire cum 2762.89 0.99 2735.26595
o clay sewer bricks
. in cement mortar 1:4(1 cement : 4 coarse
sand) 1x4.32x0.23x1.0 = 0.994 say 0.99 cum
Rate as per item No055121 of SH : Brick Work
12 mm cement plaster 1:3 (1 cement: 3 sqm 72.52 3.4 246.577286
coarse sand) finished with floating coat of neat
cement
3.40x1 m = 3.40 sqm
Rate as per item no. 111090 of SH : Finishing
cost for one meter metre 0 2981.84323 2981.84
D 143043 Size 120x90cm With F.P.S Bricks class designation 7.5
S
R Details of cost for one meter
0 Materials
Brick work with modular extruded burnt fire cum 2220.03 1.18 2619.63897
clay sewer bricks
in cement mortar 1:4(1 cement : 4 coarse
sand) 5.12x0.23x1.0 = 1.178 say 1.18 cum
Rate as per item No051017of SH : Brick Work
12 mm cement plaster 1:3 (1 cement: 3 sqm 72.52 4.2 304.595471
coarse sand) finished with floating coat of neat
cement
4.20x1 m = 4.20 sqm
Rate as per item no. 111090: Finishing
cost for one meter metre 0 2924.23444 2924.23
D 143044 Size 120x90cm With Sewer bricks confirming to IS: 4885
S
R Details of cost for one meter
0 Materials
Brick work with modular extruded burnt fire 2762.89 1.18 3260.21598
clay sewer bricks
in cement mortar 1:4 (1 cement : 4 coarse
5.12x0.23x1.00=1.178 say 1.18 cum
Rate as per item No 055121 : Brick
12 mm cement plaster 1:3 (1 cement: 3 72.52 4.2 304.595471
coarse sand) finished with floating coat of neat
cement
4.20x1 m = 4.20sqm
Rate as per item no.111090 FINISHING

Page 1543
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
cost for one meter metre 0 3564.81145 3564.81
o
D 143050 Constructing brick masonry circular type manhole 0.91m internal dia at
.S bottom and 0.56m dia at top in cement mortar 1:4 (1cement: 4coarse
R sand), in side cement plaster 12mm thick with cement mortar 1:3
0 (1cement: 3coarse sand) finished with a floating coat of neat cement,
7 foundation concrete 1:3:6 mix (1cement: 3coarse sand: 6graded stone
/ aggregate 40mm nominal size) and making necessary channel in cement
1 concrete 1:2:4 (1cement: 2coarse sand: 4graded stone aggregate 20mm
9 nominal size) finished with a floating coat of neat cement all complete as
. per standard design.0.91m deep with S.F.R.C. cover and frame (heavy
9 duty, HD-20 grade designation) 560mm internal diameter conforming to
IS: 12592, total weight of cover and frame to be not less than 182kg, fixed
in cement concrete 1:2:4 (1cement: 2coarse sand: 4graded stone
aggregate 20mm nominal size) including centering, shuttering all
complete. (Excavation, foot rests and 12mm thick cement plaster at the
external surface shall be paid for separately)

D 143051 With F.P.S Bricks class designation 7.5

S
R Details of cost for 1 manhole
0 Materials
Cement concrete 1:3:6 (1 cement: 3 coarse cum 1882.49 0.63 1185.96839
sand : 6 graded stone aggregate 40 mm
nominal size) 1.67x1.67x0.225 = 0.63cum.
Rate as per item no 031012: Concrete work
Brick work with bricks of class designation 75in cement mortar 1:4 (1 cum 2220.03 0.53 1176.6175
cement: 4 coarsesand)Curved on
plan3.14x1.14x0.074x0.23=0.0613.14x(1.14+0.79)2x0.711x0.23 = 0.496
= 0.557Duduct arch ring and portion of pipe2x½x3.14x0.25mx0.230x0.10
m = 0.018 cum2x3.14/4x(0.15)2x0.230 = 0.008 cum
= 0.026 cumNet quantity 0.557-0.026 = 0.531 Say 0.53Rate as per item
no 051017 : Brick Work

Brick work in arches with 75 class designation cum 3787.04 0.02 75.7407809
brick in cement mortar 1:3 ( 1 cement: 3 coarse
sand)
2x½x3.14x0.25 m x0.230x0.10 m = 0.018
cum Say 0.02 cum
Rate as per item no 051150 Brick Work

Page 1544
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
Cement concrete 1:2:4(1 cement: 2 coarsesand : 4 graded stone cum 2137.59 0.12 256.510771
o aggregate 20 mmnominal size)For benching:
. 3.14/4x(0.91+0.82)2x0.20 = 0.118 cum[(2x8.133)/360]x(4/3)x3.14x(0.45)3
=0.017 cum= 0.135 cum
Less pipe : 0.91x3.14/4x(0.15)2 = (-) 0.016cum= 0.119 cum Say 0.12
cum Rate as per item no. 031023: concrete

Cement concrete 1:2:4 (1 cement: 2 coarsesand : 4 graded stone cum 2373.44395 0.09 213.609955
aggregate 20 mmnominal size)For fixing cover : 3.14/4 x d2x thickness
0.7854x1.020x1.020x0.15 m =0.123 cumLess cover 3.14/4x(0.28)2 x
0.15 m = (-)0.037 cum
= 0.086 cum Say 0.09 cum Rate as per Annexure 1 Drainage and
Sewarage

12 mm cement plaster 1:3(1 cement: 3 coarse sand) finished with floating sqm 72.52 1.75 126.91478
coat of neat cement 3.14x(0.80+0.56)/2x0.49 = 1.05 sqm3.14x0.56x0.075
= 0.13 sqm ‘Benching 3.14x(0.80)2/4-0.80x0.15+0.80x½x3.14x0.15 =
0.57 sqm= 1.75 sqm
Rate as per item no 111090 : Finishing
Labour 3035.36218
Extra labour for making channel:
Mason (brick layer) 1st class Day 0123 168 0.06 10.08
Mason (brick layer) 2nd class Day 0124 158 0.06 9.48
S.F.R.C cover 560 mm dia with fram (heavy duty) Each 7135 1500 1 1500
Carriage Lumpsum 9999 1 2.65 2.65
Sundries (no rates reqd.) Lumpsum 9999 1 6.38 6.38
28.59
Add for water charges @ 1% on A 9997 0.01 0.2859 15
28.8759 1515
Add for contractors profit and overhead @15% on A+B 9998 0.15 4.331385 227.25
1742.25
cost for 1 manhole Each 33.207285 ### 4810.82
D 143052 With Sewer bricks confirming to IS: 4885
S
R Details of cost for 1 manhole
0 Materials
Cement concrete 1:3:6 (1 cement: 3 coarse cum 1882.49 0.63 1185.96839
sand : 6 graded stone aggregate 40 mm
nominal size) 1.67x1.67x0.225 = 0.63cum.
Rate as per item no 031012: Concrete work

Page 1545
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
Brick work with moduler extruded burnt fire clay sewer bricks in cement cum 2762.89 0.53 1464.33429
o mortar 1:4(1 cement: 4 coarse sand) Curved on plan
. 3.14x1.14x0.074x0.23 =0.061 3.14x(1.14+0.79)/2x0.711x0.23 = 0.496 =
0.557 Duduct arch ring and portion of pipe 2x½x3.14x0.25mx0.230x0.10
m = 0.018 cum 2x3.14/4x(0.15)2x0.230 = 0.008 cum = 0.026 cum Net
quantity 0.557-0.026 = 0.531 Say 0.53 Rate as per item No 055121 Brick
Work

Brick work moduler extruded burnt fireclay sewer bricks in archesbrick in cum 4540.79 0.02 90.815713
cement mortar 1:3 (1 cement: 3 coarsesand)
2x½x3.14x0.25m x0.230x0.10 m = 0.018 cum Say 0.02 cum Rate as per
item No 055130 Brick Work
Cement concrete 1:2:4(1 cement: 2 coarsesand : 4 graded stone cum 2137.59 0.12 256.510771
aggregate 20 mmnominal size)For benching:
3.14/4x(0.91+0.82)2x0.20 = 0.118 cum[(2x8.133)/360]x(4/3)x3.14x(0.45)3
=0.017 cum= 0.135 cum
Less pipe : 0.91x3.14/4x(0.15)2 = (-) 0.016cum= 0.119 cum Say 0.12
cum Rate as per item no. 031023 : concrete

Cement concrete 1:2:4 (1 cement: 2 coarsesand : 4 graded stone cum 2373.44395 0.09 213.609955
aggregate 20 mmnominal size)For fixing cover : 3.14/4 x d2x thickness
0.7854x1.020x1.020x0.15 m =0.123 cumLess cover 3.14/4x(0.28)2 x
0.15 m = (-)0.037 cum
= 0.086 cum Say 0.09 cum Rate as per Annexure 1 Drainage and
Sewarage

12 mm cement plaster 1:3(1 cement: 3 coarse sand) finished with floating sqm 72.52 1.75 126.91478
coat of neat cement 3.14x(0.80+0.56)/2x0.49 = 1.05 sqm3.14x0.56x0.075
= 0.13 sqm ‘Benching 3.14x(0.80)2/4-0.80x0.15+0.80x½x3.14x0.15 =
0.57 sqm= 1.75 sqm
Rate as per item no 111090 : Finishing
Labour- 3338.1539
Extra labour for making channel:
Mason (brick layer) 1st class Day 0123 168 0.06 10.08
Mason (brick layer) 2nd class Day 0124 158 0.06 9.48
Circular shape 560 mm dia precast R.C.C. manhole cover with frame - Each 7135 1500 1 1500
H.D. - 20
Carriage Lumpsum 9999 1 6.89 6.89
Sundries (no rates reqd.) Lumpsum 9999 1 16.9 16.9
43.35
Add for water charges @ 1% on A 0.01 0.4335 15
43.7835 1515

Page 1546
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
Add for contractors profit and overhead @15% on A+B 0.15 6.567525 227.25
o
1742.25
.
cost for 1 manhole Each 50.351025 ### 5130.75
D 143060 Extra depth for circular type manhole 0.91mm internal dia (at bottom)
S beyond 0.91m to 1.67m
R
0
D 143061 With F.P.S Bricks class designation 7.5
S
R Details of Cost for 0.76m depth.
0 Bricks work in arches with 75 class cum 2220.03 0.63 1398.62081
designation bricks in cement montar
1:3 (1 cement : 3 coarse sand)
(Rate as per item no. 051017- Brick work )
cement concrete 1:2:4( 1 cement :2 coarse cum 2137.59 0.01 21.3758976
sand :4 graded stone aggregate 20mm
nominal size)
(Rate as per item no. 031023 plain concrete
12mm cement plaster 1:3 (1 cement : sqm 72.52 2.33 168.977964
3 coarse sand) finished with neat cement.
(Rate as per item no. 111090
Cost for 0.76 m depth 1588.97467
Cost for 1m depth metre 0 2090.75614 2090.76
D 143062 With Sewer bricks conforming to IS: 4885
S
R Details of Cost for 0.76m depth.
0 Brick work with modular exturded burnt fire cum 2762.89 0.63 1740.62378
clay bricks in cement montar 1:4 (1 cement : 4 coarse
sand) (Rate as per item no. 055121 Brick work )
Cement concrete 1:2:4 (1 cement : cum 2137.59 0.01 21.3758976
2 coarse sand : 4 graded stone aggregate
20 mm nominal size )
(Rate as per item no. 031023- SH:- Concrete)
12mm cement plaster 1:3 (1 cement : sqm 72.52 2.33 168.977964
3 coarse sand) finished with floating coat of
neat cement.
(Rate as per item no. 111090 finishing)
Cost for 0.76 m depth 1930.97765
Cost for 1m depth metre 0 2540.76006 2540.76

Page 1547
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
D 143070 Constructing brick masonry circular type manhole1.22m internal dia at
oS bottom and 0.56m dia at top in cement mortar 1:4 (1cement: 4coarse
.R sand), in side cement plaster 12mm thick with cement mortar 1:3
0 (1cement: 3coarse sand) finished with a floating coat of neat cement,
7 foundation concrete 1:3:6 mix (1cement: 3coarse sand: 6graded stone
/ aggregate 40mm nominal size) and making necessary channel in cement
1 concrete 1:2:4 (1cement: 2coarse sand: 4graded stone aggregate 20mm
9 nominal size) finished with a floating coat of neat cement all complete as
. per standard design. 1.68m deep with S.F.R.C. cover and frame (heavy
1 duty, HD-20 grade designation) 560mm internal diameter conforming to
1 IS: 12592, total weight of cover and frame to be not less than 182kg, fixed
in cement concrete 1:2:4 (1cement: 2coarse sand: 4graded stone
.. Contd. -- including centering, shuttering all complete. (Excavation, foot
rests and 12mm thick cement plaster at the external surface shall be paid
for separately)

D 143071 With F.P.S Bricks class designation 7.5

S
R Details of cost for 1 manhole
0 Materials
Cement concrete 1:3:6 (1 cement: 3 coarse cum 1882.49 1.18 2221.33762
sand : 6 graded stone aggregate 40 mm
nominal size)
1.98x1.98x0.30 = 1.178 say 1.18 cum.
Rate as per item no031012 : Concrete work
Brick work with bricks of class designation 75 in cement mortar 1:4(1 cum 2220.03 1.29 2863.8426
cement: 4 coarsesand)
Curved on plan3.14x1.45x0.24x0.23 = 0.251
3.14x(1.45+0.79)/2x 1.32x0.23= 1.069
= 1.320
Duduct arch ring and portion of pipe
2x½x3.14x0.25mx0.230x0.10 m = 0.018 cum
2x3.14/4x(0.15)2x0.230 = 0.008 cum
= 0.026 cum Net quantity 1.320-0.026 = 1.294 Say 1.29
cum Rate as per item no051017: Brick Work

Page 1548
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
Brick work in arches with 75 class designation cum 3787.04 0.02 75.7407809
o brick in cement mortar 1:3(1 cement: 3 coarse
. sand) 2x½x3.14x0.25 m x0.230x0.10 m = 0.018cum
Say 0.02 cum
Rate as per item no 051150 Brick Work
Cement concrete 1:2:4(1 cement: 2 coarse cum 2137.59 0.26 555.773336
sand : 4 graded stone aggregate 20 mm
nominal size) For benching:
3.14/4x(1.22)2x0.20 = 0.234 cum
[(2x8.133)/360]x(4/3)x3.14x(0.61)3 =0.043 cum
= 0.277 cum
Less pipe : 1.22x3.14/4x(0.15)2(-) = 0.0216 cum
= 0.2554 cum Say 0.26 cum
Rate as per item no. 031023 : concrete work

Cement concrete 1:2:4 (1 cement: 2 coarse cum 2373.44395 0.09 213.609955

sand : 4 graded stone aggregate 20 mm
nominal size)
For fixing cover : 3.14/4 x d2x thickness
0.7854x1.020x1.020x0.15 m =0.123 cum
Less cover 3.14/4x(0.28)2 x 0.15 m : (-) =
0.037 cum
= 0.086 cum Say 0.09 cum
Rate as per Annexure 1 Drainage and Sewarage

12 mm cement plaster 1:3 (1 cement: 3 coarse sqm 72.52 4.48 324.901836

sand) finished with floating coat of neat
cement
3.14x(1.136+0.56)/2x1.216 = 3.241 sqm
3.14x0.56x0.075 = 0.13 sqm
3.14x(1.136)2/4-1.136x1/2x3.14x0.15= 1.112
sqm
= 4.483 sqm Say 4.48 sqm
Rate as per item no 111090: Finishing

Labour- 6255.20613
Extra labour for making channel:
Mason (brick layer) 1st class Day 0123 168 0.1 16.8
Mason (brick layer) 2nd class Day 0124 158 0.061 9.638
Circular shape 560 mm dia precast R.C.C. manhole cover with frame - Each 7135 1500 1 1500
H.D. - 20
Carriage Lumpsum 9999 1 6.89 0

Page 1549
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
Sundries (no rates reqd.) Lumpsum 9999 1 16.9 16.9
o
43.338
.
Add for water charges @ 1% on A 0.01 0.43338 15
43.77138 1515
Add for contractors profit and overhead @15% on A+B 0.15 6.565707 227.25
1742.25
cost for 1 manhole Each 50.337087 ### 8047.79
D 143072 With Sewer bricks confirming to IS: 4885
S
R Details of cost for 1 manhole
0 Materials
Cement concrete 1:3:6 (1 cement: 3 coarse cum 1882.49 1.18 2221.33762
sand : 6 graded stone aggregate 40 mm
nominal size)
1.98x1.98x0.30 = 1.178 say 1.18 cum.
Rate as per item no 031012 : Concrete work
Brick work modular exturded burnt fire ash clay in cement mortar 1:4(1 cum 2762.89 1.29 3564.13441
cement: 4 coarse sand)
Curved on plan 3.14x1.45x0.24x0.23 = 0.251
3.14x(1.45+0.79)/2x1.32x0.23 = 1.069 = 1.320 Duduct arch ring and
portion of pipe
2x½x3.14x0.25mx0.230x0.10 m = 0.018 cum 2x3.14/4x(0.15)2 x0.230 =
0.008 cum = 0.026 cum Net quantity 1.320-0.026 = 1.294 Say 1.29
cum Rate as per item no 055121 : Brick Work

Brick work with modular exturded burnt ash clay cum 4540.79 0.02 90.815713
brick in arches cement mortar 1:3(1 cement: 3
coarse sand)
2x1/2x3.14x0.25 m x0.230x0.10 m = 0.018
cum Say 0.02 cum
Rate as per item No 055130: Brick Work

Cement concrete 1:2:4(1 cement: 2 coarse cum 2137.59 0.26 555.773336

sand : 4 graded stone aggregate 20 mm
nominal size) For benching:
3.14/4x(1.22)2x0.20 = 0.234 cum
[(2x8.133)/360]x(4/3)x3.14x(0.61)3 =0.043 cum
= 0.277 cum
Less pipe : 1.22x3.14/4x(0.15)2(-) = 0.0216 cum
= 0.2554 cum Say 0.26 cum
Rate as per item no. 031023 : concrete work

Page 1550
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
Cement concrete 1:2:4 (1 cement: 2 coarse cum 2373.44395 0.09 213.609955
o sand : 4 graded stone aggregate 20 mm
. nominal size)
For fixing cover : 3.14/4 x d2x thickness
0.7854x1.020x1.020x0.15 m =0.123 cum
Less cover 3.14/4x(0.28)2 x 0.15 m : (-) =
0.037 cum
= 0.086 cum Say 0.09 cum
Rate as per Annexure 1 Drainage and Sewarage

12 mm cement plaster 1:3 (1 cement: 3 coarse sqm 72.52 4.48 324.901836

sand) finished with floating coat of neat
cement
3.14x(1.136+0.56)/2x1.216 = 3.241 sqm
3.14x0.56x0.075 = 0.13 sqm
3.14x(1.136)2/4-1.136x1/2x3.14x0.15= 1.112
sqm
= 4.483 sqm Say 4.48 sqm
Rate as per item no 111090: Finishing

Labour- 6970.57288
Extra labour for making channel:
Mason (brick layer) 1st class Day 0123 168 0.1 16.8
Mason (brick layer) 2nd class Day 0124 158 0.061 9.638
Circular shape 560 mm dia precast R.C.C. manhole cover with frame - Each 7135 1500 1 1500
H.D. - 20
Carriage Lumpsum 9999 1 6.89 0
Sundries (no rates reqd.) Lumpsum 9999 1 16.9 16.9
43.338
Add for water charges @ 1% on A 0.01 0.43338 15
43.77138 1515
Add for contractors profit and overhead @15% on A+B 0.15 6.565707 227.25
1742.25
cost for 1 manhole Each 50.337087 ### 8763.16
D 143080 Extra depth for circular type manhole 1.22 mm internal dia (at bottom)
S beyond 1.68m to 2.29 m
R
0
D 143081 With F.P.S. Bricks class designation 7.5
S
R Details of Cost for 0.61m extra depth.
0

Page 1551
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
Brick work with bricks of class designation 75 cum 2220.03 0.66 1465.2218
o in cement mortar 1:4 (1 cement : 4 coarse sand)
. (Rate as per item no.051017 :-Brick Work )
12mm cement plaster 1:3 (1 cement : sqm 72.52 2.56 185.658192
3 coarse sand) finished with floating coat of
neat cement. (Rate as per item no. 111090- finishing)
Cost for 0.61 m extra depth 1650.87999
Cost for 1m extra depth metre 0 2706.36064 2706.36
D 143082 With Sewer bricks confirming to IS:4885
S
R Details of Cost for 0.61m extra depth.
0 Brick work with modular exturded burnt fire cum 2762.89 0.66 1823.51063
clay bricks in cement montar 1:4 (1 cement :
4 coarse sand)
(Rate as per item no. 055121:-Brick Work )
12mm cement plaster 1:3 (1 cement : sqm 72.52 2.56 185.658192
3 coarse sand) finished with floating coat of
neat cement. (Rate as per item no. 111090- finishing)
Details of Cost for 0.61m extra depth. 2009.16882
Cost for 1m extra depth metre 0 3293.71938 3293.72
D 143090 Constructing brick masonry circular manhole 1.52m internal dia at bottom
S and 0.56m dia at top in cement mortar 1:4 (1cement: 4coarse sand)
R inside cement plaster 12mm thick with cement mortar 1:3 (1cement:
0 3coarse sand) finished with a floating coat of neat cement, foundation
7 concrete 1:3:6 (1cement: 3coarse sand: 6graded stone aggregate 40mm
/ nominal size) and making necessary channel in cement concrete 1:2:4
1 (1cement: 2coarse sand: 4graded stone aggregate 20mm nominal size)
9 finished with a floating coat of neat cement all complete as per standard
. design.2.30m deep with S.F.R.C. cover and frame (heavy duty, HD-20
1 grade designation) 560mm internal diameter conforming to IS: 12592,
3 total weight of cover and frame to be not less than 182kg, fixed in cement
concrete 1:2:4 (1cement: 2coarse sand: 4graded stone aggregate 20mm
nominal size) including centering, shuttering all complete. (Excavation,
foot rests and 12mm thick cement plaster at the external surface shall be
paid for separately)

D 143091 With F.P.S. bricks class designation 7.5

S
R
0
Page 1552
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
Details of cost for 1 manhole
o
Materials
.
Cement concrete 1:3:6 (1 cement: 3 coarse cum 1882.49 2.25 4235.6014
sand : 6 graded stone aggregate 40 mm
nominal size) ‘2.74x2.74x0.30=2.25cum
Rate as per item no 031012: Concrete work
Brick work with bricks of class designation 75 cum 2220.03 3.68 8169.72153
in cement mortar 1:4(1 cement: 4 coarse
sand)
Curved on plan
3.14x1.98x0.25x0.46 = 0.716 cum
3.14x(1.98+0.905)/2x0.345xl.93 = 3.019 cum
= 3.735 cum
Duduct arch ring and portion of pipe
2x½x3.14x0.25mx0.46x0.10 m = 0.036 cum
2x3.14/4x(0.15)2x0.460 = 0.016 cum
= 0.052 cum
Net quantity 3.735-0.052 = 3.683 cum Say
3.68 cum
Rate as per item no 051017 : Brick Work

Brick work in arches with 75 class designation cum 3787.04 0.04 151.481562
brick in cement mortar 1:3(1 cement: 3 fine sand)
2x1/2x3.14x0.25 m x0.460x0.10 m = 0.036
cum Say 0.04 cum
Rate as per item no 051150 : Brick Work
Cement concrete 1:2:4(1 cement: 2 coarse cum 2137.59 0.42 897.787697
sand : 4 graded stone aggregate 20 mm
nominal size) For benching:
3.14/4x(l.52)2x0.20 = 0.363 cum
[(2x8.133)/360]x(4/3)x3.14x(0.76)3=0.083 cum
= 0.446 cum
Less pipe : 1.52x3.14/4x(0.15)2(-) = 0.027 cum
= 0.419 cum Say 0.42 cum
Rate as per item no. 031023 : concrete work

Page 1553
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
Cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone cum 2373.44395 0.09 213.609955
o aggregate 20 mm nominal size)
. For fixing cover : 3.14/4 x d2x thickness 0.7854x1.020x1.020x0.15 m
=0.123 cum
Less cover 3.14/4x(0.28)2 x 0.15 m : (-) =
0.037 cum
= 0.086 cum Say 0.09 cum
Rate as per Annexure 1 Drainage and Sewarage

12 mm cement plaster 1:3(1 cement: 3 coarse sqm 72.52 7.61 551.897985

sand) finished with floating coat of neat
cement
3.14x(1.454+0.56)/2xl.799 = 5.694 sqm
3.14x0.56x0.075 = 0.13 sqm
Benching
3.14x( 1.454)2 4-1.454x0.15+1.454x1/2x3.14x
0.15 =1.786 sqm
= 7.61 sqm
Rate as per item no 111090 : Finishing

Labour- 14220.1001
Extra labour for making channel:
Mason (brick layer) 1st class Day 0123 168 0.1 16.8
Mason (brick layer) 2nd class Day 0124 158 0.1 15.8
Circular shape 560 mm dia precast R.C.C. manhole cover with frame - Each 7135 1500 1 1500
H.D. - 20
Carriage Lumpsum 9999 1 6.89 0
Sundries (no rates reqd.) Lumpsum 9999 1 16.89 16.89
49.49
Add for water charges @ 1% on A 0.01 0.4949 15
49.9849 1515
Add for contractors profit and overhead @15% on A+B 0.15 7.497735 227.25
1742.25
cost for 1 manhole Each 57.482635 ### 16019.83
D 143092 With Sewer bricks confirming to IS:4885
S
R Details of cost for 1 manhole
0 Materials

Page 1554
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
Cement concrete 1:3:6 (1 cement: 3 coarse cum 1882.49 2.25 4235.6014
o sand : 6 graded stone aggregate 40 mm
. nominal size) ‘2.74x2.74x0.30=2.25cum
Rate as per item no 031012: Concrete work
Brick work with modular exturded burnt fly ash cum 2762.89 3.68 10167.4532
clay bricks in arches
in cement mortar 1:4 (1 cement: 4 coarse
sand)
Curved on plan
3.14x1.98x0.25x0.46 = 0.716 cum
3.14x(1.98+0.905)/2x0.345xl.93 = 3.019 cum
= 3.735 cum
Duduct arch ring and portion of pipe
2x1/2x3.14x0.25mx0.46x0.10 m = 0.036 cum
2x3.14/4x(0.15)2x0.460 = 0.016 cum
= 0.052 cum
Net quantity 3.735-0.052 = 3.683 cum Say
3.68 cum
Rate as per item no 055121 Brick Work

Brick work with modular exturded burnt fly ash cum 4540.79 0.04 181.631426
clay bricks in arches in cement mortar 1:3
(1 cement: 3 sand)
2x1/2x3.14x0.25 m x0.460x0.10 m = 0.036
cum Say 0.04 cum
Rate as per item 055130 : Brick Work

Cement concrete 1:2:4(1 cement: 2 coarse cum 2137.59 0.42 897.787697

sand : 4 graded stone aggregate 20 mm
nominal size) For benching:
3.14/4x(l.52)2x0.20 = 0.363 cum
[(2x8.133)/360]x(4/3)x3.14x(0.76)3=0.083 cum
= 0.446 cum
Less pipe : 1.52x3.14/4x(0.15)2(-) = 0.027 cum
= 0.419 cum Say 0.42 cum
Rate as per item no. 031023 : concrete work

Page 1555
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
Cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone cum 2373.44395 0.09 213.609955
o aggregate 20 mm nominal size)
. For fixing cover : 3.14/4 x d2x thickness 0.7854x1.020x1.020x0.15 m
=0.123 cum
Less cover 3.14/4x(0.28)2 x 0.15 m : (-) =
0.037 cum
= 0.086 cum Say 0.09 cum
Rate as per Annexure 1 Drainage and Sewarage

12 mm cement plaster 1:3(1 cement: 3 coarse sqm 72.52 7.61 551.897985

sand) finished with floating coat of neat
cement
3.14x(1.454+0.56)/2xl.799 = 5.694 sqm
3.14x0.56x0.075 = 0.13 sqm
Benching
3.14x( 1.454)2 4-1.454x0.15+1.454x1/2x3.14x
0.15 =1.786 sqm
= 7.61 sqm
Rate as per item no 111090 : Finishing

Labour- 16247.9817
Extra labour for making channel:
Mason (brick layer) 1st class Day 0123 168 0.1 16.8
Mason (brick layer) 2nd class Day 0124 158 0.1 15.8
Circular shape 560 mm dia precast R.C.C. manhole cover with frame - Each 7135 1500 1 1500
H.D. - 20
Carriage Lumpsum 9999 1 6.89 0
Sundries (no rates reqd.) Lumpsum 9999 1 16.9 16.9
49.5
Add for water charges @ 1% on A 0.01 0.495 15
49.995 1515
Add for contractors profit and overhead @15% on A+B 0.15 7.49925 227.25
1742.25
cost for 1 manhole Each 57.49425 ### 18047.73
D 143100 Extra depth for circular type manhole 1.52m internal dia (at bottom)
S beyond 2.30m
R
D
0 143101 With F.P.S. bricks class designation 7.5
S
R Details of cost for 1.88 m extra depth
0

Page 1556
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
Brick work with bricks of class designation 75 cum 2220.03 5.26 11677.3737
o in cement mortar 1:4 (1 cement: 4 coarse
. sand)
(Rate as per item no 051017 : Brick Work)
12 mm cement plaster 1:3 (1 cement: 3 coarse sqm 72.52 8.99 651.979354
sand) finished with floating coat of neat
cement
(Rate as per item no 111090 : finishing)
Cost for 1.88m extra depth 12329.3531
Cost for 1 m extra depth metre 0 6558.16652 6558.17
D 143102 With Sewer bricks confirming to IS:4885
S
R Details of cost for 1.88 m extra depth
0 Brick work with modular exturded burnt fly ash cum 2762.89 5.26 14532.8271
bricks in cement mortar 1:4 (1 cement: 4 coarse
sand)
(Rate as per item no 055121: Brick Work)
12 mm cement plaster 1:3 (1 cement: 3 coarse sqm 72.52 8.99 651.979354
sand) finished with floating coat of neat
cement
(Rate as per item no 111090 : finishing)
D Cost for 1.88m extra depth 15184.8065
S
R Cost for 1 m extra depth metre 0 8077.02473 8077.02
0 143110 Providing M.S. foot rests including fixing in manholes with 20x20x10cm
cement concrete blocks 1:2:4 (1cement: 2coarse sand: 4graded stone
aggregate 20mm nominal size) as per standard design
D 143111 With 20x20mm square bar
S
R Details of cost for one M.S foot rests
0 Materials
Mild steel square bars quintal 1006 3500 0.024 84
Painting and other sundries Lumpsum 9999 1 1.82 1.82
LABOUR for fabrication
Blacksmith 2nd class Day 0103 158 0.1 15.8
Beldar Day 0114 152 0.1 15.2

Page 1557
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
Cement concrete 1:2:4 (1 cement: 2 coarse cum 2137.59 0.004 8.55035902
o sand : 4 graded stone aggregate 20 mm
. nominal size)
0.20x0.20x0.10 m = 0.004 cum
Rate as per item no 031023 : Concrete work
LABOUR for fixing M.S. foot rests
Mason (brick layer) 1st class Day 0123 168 0.02 3.36
Mason (brick layer) 2nd class Day 0124 158 0.02 3.16
Beldar Day 0114 152 0.05 7.6
45.12 85.82
Add for water charges @ 1% on all except A 0.01 0.4512 0.8582
45.5712 86.6782
Add for contractors profit and overhead @15% on all except A 0.15 6.83568 13.00173
99.67993
Cost of 1 no. Each 52.40688 ### 160.64
D 143112 With 20mm diameter round bar
S
R Details of cost for one M.S foot rests
0 Materials
Mild steel round bar above 12 mm dia quintal 1003 3250 0.018 58.5
painting and other sundries Lumpsum 9999 1 1.82 1.82
LABOUR for fabrication
Blacksmith 2nd class Day 0103 158 0.1 15.8
Beldar Day 0114 152 0.1 15.2
Cement concrete 1:2:4 (1 cement: 2 coarse cum 2137.59 0.004 8.55035902
sand : 4 graded stone aggregate 20 mm
nominal size)
0.20x0.20x0.10 m = 0.004 cum
Rate as per item no 031023 : Concrete work
LABOUR
Mason (brick layer) 1st class Day 0123 168 0.02 3.36
Mason (brick layer) 2nd class Day 0124 158 0.02 3.16
Beldar Day 0114 152 0.05 7.6
45.12 60.32
Add for water charges @ 1% on all except A 0.01 0.4512 0.6032
45.5712 60.9232
Add for contractors profit and overhead @15% on except A 0.15 6.83568 9.13848
70.06168
Cost of 1 no. Each 52.40688 ### 131.02

Page 1558
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
D 143120 Replacement of M.S. foot rests in manholes/ septic tanks or wells etc
oS including dismantling concrete blocks and fixing with 20x20x10cm cement
.R concrete blocks 1:2:4 (1cement: 2coarse sand:4graded stone aggregate
0 20mm nominal size)
7
D 143121 With 20x20mm square bar
S
Details of cost for one M.S foot rests
R
0 Materials
Mild steel square bars quintal 1006 3500 0.024 84
painting, and other sundries Lumpsum 9999 1 1.82 1.82
LABOUR for fabrication
Blacksmith 2nd class Day 0103 158 0.1 15.8
Beldar Day 0114 152 0.1 15.2
Cement concrete 1:2:4 (1 cement: 2 coarse cum 2137.59 0.004 8.55035902
sand : 4 graded stone aggregate 20 mm
nominal size)
0.20x0.20x0.10 m = 0.004 cum
Rate as per item no 031023 : Concrete work
LABOUR for dismantling old foot rest cutting
holes and fixing new M.S. foot rests
Mason (brick layer) 1st class Day 0123 168 0.05 8.4
Mason (brick layer) 2nd class Day 0124 158 0.05 7.9
Beldar Day 0114 152 0.1 15.2
62.5 85.82
Add for water charges @ 1% on all except A 0.01 0.625 0.8582
63.125 86.6782
Add for contractors profit and overhead @15% on except A 0.15 9.46875 13.00173
99.67993
Cost of 1 no. Each 72.59375 ### 180.82
D 143122 With 20mm diameter round bar
S
R Details of cost for one M.S foot rests
0 Materials
Mild steel round bar above 12 mm dia quintal 1003 3250 0.018 58.5
painting, and other sundries Lumpsum 9999 1 1.82 1.82
LABOUR for fabrication
Blacksmith 2nd class Day 0103 158 0.1 15.8
Beldar Day 0114 152 0.1 15.2

Page 1559
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
Cement concrete 1:2:4 (1 cement: 2 coarse cum 2137.59 0.004 8.55035902
o sand : 4 graded stone aggregate 20 mm
. nominal size)
0.20x0.20x0.10 m = 0.004 cum
Rate as per item no 031023 : Concrete work
LABOUR for dismantling old foot rest cutting
holes and fixing new M.S. foot rests
Mason (brick layer) 1st class Day 0123 168 0.05 8.4
Mason (brick layer) 2nd class Day 0124 158 0.05 7.9
Beldar Day 0114 152 0.1 15.2
62.5 60.32
Add for water charges @ 1% on all except A Lumpsum 9997 0.01 0.625 0.6032
63.125 60.9232
Add for contractors profit and overhead @15% on except A Lumpsum 9998 0.15 9.46875 9.13848
70.06168
Cost of 1 no. Each 72.59375 ### 151.21
D 143130 Supplying and fixing C.I. cover without frame for manholes
S
D
R 143131 455x610mm rectangular C.I. cover (light duty) the weight of the cover to
S
0 be not less than 23kg
R
0 Details of cost for one cover
Materials
Rectangular cover 455x61 Omm without frame (low duty) Each 1355 950 1 950
Carriage of C.I. Manhole cover Lumpsum 9999 1 7.15 0
LABOUR
Beldar Day 0114 152 0.12 18.24
950
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.1824 9.5
18.4224 959.5
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 2.76336 143.925
Cost of 1 no. cover Each 21.18576 1103.425 1124.61
D 143132 500mm diameter C.I. cover (medium duty) the weight of cover to be not
S less than 58kg
R
0 Materials
500 mm dia cover without frame (medium duty) Each 1357 2050 1 2050
Carriage of C.I. Manhole cover Lumpsum 9999 1 13.47 0
LABOUR
Beldar Day 0114 152 0.12 18.24

Page 1560
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
2050
o
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.1824 20.5
.
18.4224 2070.5
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 2.76336 310.575
Cost of 1 no. cover Each 21.18576 2381.075 2402.26
D 143133 560mm diameter C.I. cover (heavy duty) the weight of cover to be not
S less than 108kg
R
0 Details of cost for one cover
Materials
560 mm dia cover without frame (Heavy duty) Each 3861 4000 1 4000
Carriage of C.I. Manhole cover Lumpsum 9999 1 16.12 0
LABOUR
Beldar Day 0114 152 0.12 18.24
4000
Add for Water Charges @1% (no rates reqd.) 0.01 0.1824 40
18.4224 4040
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 2.76336 606
Cost of 1 no. cover Each 21.18576 4646 4667.19
D 143140 Providing and fixing in position precast R.C.C. manhole cover and frame
S of required shape and approved quality. (As per IS 12592-1991)
R
0
D 143141 LD- 2.5 rectangular shape 600x450mm internal dimensions
S
R Details of cost for one cover
0 Materials
Rectangular shape 600x450 mm precast R.C.C. manhole cover with Each 7130 750 1 750
frame - L.D. - 25
Cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 grade stone 2137.59 0.04 85.5035902
aggregate 20 mm nominal size) 1.00x0.85x0.15 = 0.1275 cum Less cover
with frame 0.85x0.70x0.15 = (-) 0.0893 cum = 0.0382 cum Say 0.04 cum
Rate as per item no. 031023 : Concrete
Carriage of R.C.C cover with frame Lumpsum 9999 1 6.76 0
Sundries (no rates reqd.) Lumpsum 9999 1 13.52 13.52
763.52
Add for water charges @ 1% on all except A 0.01 7.6352
771.1552
Add for contractors profit and overhead @10% on all except A 0.15 115.67328
886.82848

Page 1561
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
Cost of 1 no. Each 0 ### 972.33
o
D 143142 LD- 2.5 square shape 450mm internal dimensions
.S
R Details of cost for one cover
0 Materials
Square shape 350x350 mm precast R.C.C. manhole cover with frame - Each 7131 750 1 750
L.D. - 25
Cement concrete 1:2:4 ( 1 cement: 2 coarse 2137.59 0.03 64.1276927
sand : 4 grade stone aggregate 20 mm nominal
size)
0.725x0.725x0.15 = 0.0788 cum
Less cover with frame
0.575x0.575x0.15 = (-) 0.0496 cum
= 0.0292 cum Say 0.03 cum
Rate as per item no. 031023: Concrete

carriage 0
Sundries (no rates reqd.) Lumpsum 9999 1 13.52 13.52
763.52
Add for water charges @ 1% on all except A 0.01 7.6352
771.1552
Add for contractors profit and overhead @10% on all except A 0.15 115.67328
886.82848
Cost of 1 no. Each 0 ### 950.96
D 143143 LD- 2.5 circular shape 450 mm internal diameter
S
R
0 Details of cost for one cover
Materials
Circular shape 450 mm dia precast R.C.C. manhole cover with frame - Each 7132 800 1 800
L.D. - 25
Cement concrete 1:2:4 (1 cement: 2 coarse cum 2137.59 0.03 64.1276927
sand : 4 grade stone aggregate 20 mm nominal
size)
3.14/4x(0.775)2x0.15 = 0.0708 cum Less cover with frame
3.14/4x(0.625)2x0.15 = (-) 0.0460 cum
= 0.0248 cum Say 0.03 cum
Rate as per item no. 031023 : Concrete

Carriage of manhole cover Lumpsum 9999 1 6.67 0

Sundries (no rates reqd.) Lumpsum 9999 1 13.52 13.52
813.52

Page 1562
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
Add for water charges @ 1% on all except A 0.01 8.1352
o
821.6552
.
Add for contractors profit and overhead @10% on all except A 0.15 123.24828
944.90348
Cost of 1 no. Each 0 ### 1009.03
D 143144 MD- 10 square shape 450mm internal dimensions
S
R
Details of cost for one cover
0
Materials
Rectangular shape 500x500 mm precast R.C.C. manhole cover with Each 7133 1000 1 1000
frame - M.D. - 10
Cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 grade stone 2137.59 0.04 85.5035902
aggregate 20 mm nominal size) 1.00x0.85x0.15 = 0.1275 cum Less cover
with frame 0.85x0.70x0.15 = (-) 0.0893 cum = 0.0382 cum Say 0.04 cum
Rate as per item no. 031023 : Concrete
Carriage of manhole cover Lumpsum 9999 1 6.76 0
Sundries (no rates reqd.) Lumpsum 9999 1 16.64 16.64
1016.64
Add for water charges @ 1% on all except A 0.01 10.1664
1026.8064
Add for contractors profit and overhead @10% on all except A 0.15 154.02096
1180.82736
Cost of 1 no. Each 0 ### 1266.33
D 143145 MD- 10 circular shape 500mm internal diameter
S
R Details of cost for one no.
0 Materials
Circular shape 500 mm dia precast R.C.C. manhole cover with frame - Each 7134 1100 1 1100
M.D.-10
Cement concrete 1:2:4 (1 cement: 2 coarse cum 2137.59 0.03 64.1276927
sand : 4 grade stone aggregate 20 mm nominal
size)
3.14/4x(0.775)2x0.15 = 0.0708 cum Less cover with frame
3.14/4x(0.625)2x0.15 = (-) 0.0460 cum
= 0.0248 cum Say 0.03 cum
Rate as per item no. 031023 : Concrete

Carriage of manhole cover Lumpsum 9999 1 6.76 0

Sundries (no rates reqd.) Lumpsum 9999 1 16.64 16.64
1116.64

Page 1563
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
Add for water charges @ 1% on all except A 0.01 11.1664
o
1127.8064
.
Add for contractors profit and overhead @10% on all except A 0.15 169.17096
1296.97736
Cost of 1 no. Each 0 ### 1361.11
D 143146 HD- 20 circular shape 560mm internal diameter
S
R Details of cost for one no.
0 Materials
Circular shape 560 mm dia precast R.C.C. manhole cover with frame - Each 7135 1500 1 1500
H.D. - 20
Cement concrete 1:2:4 (1 cement: 2 coarse cum 2137.59 0.03 64.1276927
sand : 4 grade stone aggregate 20 mm nominal
size)
3.14/4x(0.775)2x0.15 = 0.0708 cum Less cover with frame
3.14/4x(0.625)2x0.15 = (-) 0.0460 cum
= 0.0248 cum Say 0.03 cum
Rate as per item no. 031023 : Concrete

Carriage of manhole cover Lumpsum 9999 1 13.52 0

Sundries (no rates reqd.) Lumpsum 9999 1 20.28 20.28
1520.28
Add for water charges @ 1% on all except A 0.01 15.2028
1535.4828
Add for contractors profit and overhead @10% on all except A 0.15 230.32242
1765.80522
Cost of 1 no. Each 0 ### 1829.93
D 143147 EHD- 35 circular shape 560mm internal dia.
S
R Details of cost for one no.
0 Materials
Circular shape 560 mm dia precast R.C.C. manhole cover with frame - Each 7136 1500 1 1500
E.H.D. - 35
Cement concrete 1:2:4 (1 cement: 2 coarse cum 2137.59 0.03 64.1276927
sand : 4 grade stone aggregate 20 mm nominal
size)
3.14/4x(0.775)2x0.15 = 0.0708 cum Less cover with frame
3.14/4x(0.625)2x0.15 = (-) 0.0460 cum
= 0.0248 cum Say 0.03 cum
Rate as per item no. 031023 : Concrete

Carriage of manhole cover Lumpsum 9999 1 13.52 0

Page 1564
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
Sundries (no rates reqd.) Lumpsum 9999 1 20.28 20.28
o
1520.28
.
Add for water charges @ 1% on all except A Lumpsum 9997 0.01 15.2028
1535.4828
Add for contractors profit and overhead @10% on all except A Lumpsum 9998 0.15 230.32242
1765.80522
Cost of 1 no. Each 0 ### 1829.93
E 143150 Supplying, fitting & fixing in position reinforced cement polymer concrete
R (R.C.P.C.) manhole cover and frame to match with IS : 12592 with
1 cement conc. 1:2:4 for embedding the manhole cover frame
1
2
. 143151 a) 3 MT load bearing capacity manhole cover provided with 2 nos. lifter
lock fitted with matching frame (Size of cover : 440 mm dia. x 50 mm
thick and size of frame : 530 mm dia. x 100 mm thick)
Details of cost of each
Materials
R.C.P.C. manhole cover and frame 3 MT load bearing capacity with 2 Each 9754 500 1 500.00
nos. lifter lock fitted with matching frame (Size of cover : 440 mm dia. x
50 mm thick and size of frame : 530 mm dia. x 100 mm thic
Sand, stone grit etc. Lumpsum 9999 1 10 10.00
Sundries (no rates reqd.) Lumpsum 9999 1 7.7 7.70
Labour:
Mason (brick layer) 1st class Day 0123 168 0.333 55.94
Beldar Day 0114 152 0.333 50.62
106.56 517.70
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 1.07 5.18
107.63 522.88
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 16.14 78.43
Cost of each Each 123.77 601.31 725.08
143152 b) 12 MT load bearing capacity manhole cover provided with 2 nos. lifter
lock fitted with matching frame (Size of cover : 590 mm dia. x 75 mm
thick and size of frame : 750 mm dia. x 150 mm thick)
Details of cost of each
Materials
R.C.P.C. manhole cover and frame 12 MT load bearing capacity with 2 Each 9755 550 1 550.00
nos. lifter lock fitted with matching frame (Size of cover :590 mm dia. x
75 mm thick and size of frame : 750 mm dia. x 150 mm thic
Sand, stone grit etc. Lumpsum 9999 1 14 14.00

Page 1565
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
Sundries (no rates reqd.) Lumpsum 9999 1 18.55 18.55
o
Labour:
.
Mason (brick layer) 1st class Day 0123 168 0.5 84.00
Beldar Day 0114 152 0.5 76.00
160.00 582.55
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 1.60 5.83
161.60 588.38
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 24.24 88.26
Cost of each Each 185.84 676.63 862.47
143153 c) 25 MT load bearing capacity manhole cover provided with 2 nos. lifter
lock fitted with matching frame (Size of cover : 630 mm dia. x 100 mm
thick and size of frame : 790 mm dia. x 185 mm thick)
Details of cost of each
Materials
R.C.P.C. manhole cover and frame 25 MT load bearing capacity with 2 Each 9756 600 1 600.00
nos. lifter lock fitted with matching frame (Size of cover :630 mm dia.
x100 mm thick and size of frame : 790 mm dia. x 185 mm thick
Sand, stone grit etc. Lumpsum 9999 1 14 14.00
Sundries (no rates reqd.) Lumpsum 9999 1 20.5 20.50
Labour:
Mason (brick layer) 1st class Day 0123 168 0.6 100.80
Beldar Day 0114 152 0.6 91.20
192.00 634.50
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 1.92 6.35
193.92 640.85
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 29.09 96.13
Cost of each Each 223.01 736.97 959.98
D 143160 Supplying and fixing C.I. cover 300x300mm without frame for gully trap
S (standard pattern) the weight of cover to be not less than 4.5kg
R
0 Details of cost for one cover
Materials
C.l.cover without frame 300x300mm inside including cover of 4.50 kg Each 1353 225 1 225.00
Sundries (no rates reqd.) Lumpsum 9999 1 2.7 2.70
Labour
Beldar Day 0114 152 0.03 4.56
4.56 227.70
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.05 2.28
4.61 229.98

Page 1566
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 0.69 34.50
o
Cost of one cover. Each 5.30 264.47 269.77
.
D 143170 Making connection of drain or sewer line with existing manhole including
S breaking into and making good the walls, floors with cement concrete
R 1:2:4 mix (1cement: 2coarse sand: 4graded stone aggregate 20mm
0 nominal size) cement plastered on both sides with cement mortar 1:3
7 (1cement: 3coarse sand) finished with a floating coat of neat cement and
/ making necessary channels for the drain etc. complete
1
9
.
. 143171 For pipes 100 to 230mm diameter
D
S Details of cost for one connection
R Materials
Cement concrete 1:2:4 mix ( 1 cement: 2 cum 2137.59 0.01 21.3758976
coarse sand : 4 grade stone aggregate 20 mm
nominal size)
= 0.30x0.30x0.23 m = 0.0207 cum
Less pipe = 1/2x3.14x0.23x0.23x0.23 =
0.0096 cum
= 0.0111 cum Say 0.10 cum
Rate as per item no. 031023 : Concrete

12 mm cement plaster 1:3 ( 1 cement: 3 coarse sqm 72.52 0.25 18.1306828

sand ) finished with a floating coat of neat
cement
2x0.35x0.35=0.25
Rate as per item no 111090 : Finishing
Labour
(For cutting holes average size 30x30 cm in
23 cm thick wall and making channel etc.)
Mason (brick layer) 1st class Day 0123 168 0.12 20.16
Mason (brick layer) 2nd class Day 0124 158 0.12 18.96
Beldar Day 0114 152 0.25 38
sundries etc. Lumpsum 9999 1 20.15 20.15
97.27
Add for water charges @ 1% on A 0.01 0.9727
98.2427
Add for contractors profit and overhead @15% ont A+B 0.15 14.736405
Cost of one connection Each 112.979105 39.5065804 152.49

Page 1567
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
. 143172 For pipes 250 to 300mm diameter
oD
.S Details of cost for one connection
R Materials
Cement concrete 1:2:4 mix ( 1 cement: 2 cum 2137.59 0.02 42.7517951
coarse sand : 4 grade stone aggregate 20 mm
nominal size)
= 0.35x0.35x0.30 m = 0.037 cum
Less pipe = 1/2x3.14x0.30x0.30x0.30 = 0.021
cum
= 0.016 cum Say 0.02 cum ‘’
Rate as per item no. 031023: Concrete

12 mm cement plater 1:3(1 cement: 3 coarse sqm 72.52 0.32 23.207274

sand ) finished with a floating coat of neat
cement
2x0.40x0.40 =0.32
Rate as per item no 111090: Finishing
Labour
(For cutting holes average size 30x30 cm in
23 cm thick wall and making channel etc.)
Mason (brick layer) 1st class Day 0123 168 0.12 20.16
Mason (brick layer) 2nd class Day 0124 158 0.12 18.96
Beldar Day 0114 152 0.25 38
Add for delay sundries etc. Lumpsum 9999 1 20.67 20.67
97.79
Add for water charges @ 1% on A+B 0.01 0.9779
98.7679
Add for contractors profit and overhead @15% ont A+B+C 0.15 14.815185
Cost of one connection Each 113.583085 65.9590691 179.54
. 143173 For pipes 350 to 450mm diameter
D
S Details of cost for one connection
R Materials

Page 1568
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
Cement concrete 1:2:4 mix ( 1 cement: 2 cum 2137.59 0.03 64.1276927
o coarse sand : 4 grade stone aggregate 20 mm
. nominal size)
= 0.50x0.50x0.30 m = 0.075 cum
Less pipe = 1/2x3.14x0.45x0.45x0.30 = 0.048
cum
= 0.027 cum Say 0.03 cum
Rate as per item no. 031023: Concrete

12 mm cement plater 1:3(1 cement: 3 coarse sqm 72.52 0.6 43.5136387

sand ) finished with a floating coat of neat
cement
2x0.55x0.55 =0.605 sqm Say 0.60 sqm Rate as per item no 111090:
Finishing
Labour
(For cutting holes average size 30x30 cm in
23 cm thick wall and making channel etc.)
Mason (brick layer) 1st class Day 0123 168 0.16 26.88
Mason (brick layer) 2nd class Day 0124 158 0.16 25.28
Beldar Day 0114 152 0.33 50.16
Add for delay sundries etc. Lumpsum 9999 1 26.91 26.91
129.23
Add for water charges @ 1% on A+B 0.01 1.2923
130.5223
Add for contractors profit and overhead @15% ont A+B+C 0.15 19.578345
Cost of one connection Each 150.100645 107.641331 257.74
D 143180 Providing sand cast iron drop connection externally for 60cm drop from
S branch sewer line to main sewer manhole including inspection and
R cleaning eye with chain and lid, sand cast iron drop pipe and bend
0 encased all round with cement concrete 1:5:10 (1cement: 5fine sand:
7 10graded stone aggregate 40mm nominal size) with all centring and
/ shuttering required, cutting holes in walls and making good the brick work
1 in cement mortar 1:4 (1cement: 4 coarse sand) plastered with cement
9 mortar 1:3 (1cement: 3coarse sand) on inside of the manhole wall lead
. caulked joints between sand cast iron pipes and fittings, stiff cement
2 mortar 1:1 (1cement: 1fine sand) joints between sand cast iron tee and
2 S.W. pipe, making required channels complete as per standard design
and specifications

D 143181 100mm dia. Sand cast iron drop connection

S
R
0
Page 1569
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
Details of cost for one drop connection
o
Materials
.
100 mm diameter sand cost iron pipe =38+30+33 =101 cm say 1 metre Each 1617 800 0.68 544
Sundries (no rates reqd.) Lumpsum 9999 1 1.43 1.43
Cutting charges 0.00 3 0
Rate as per item no133442 of water supply
Clearing eye with chain and lid 100 mm dia Each 1336 125 1 125
S.C.I. plain bend 100mm dia Each 1621 220 1 220
S.C.I. plain single equal junctions 100x100x100 mm dia Each 1628 300 1 300
Brick work in cement mortar 1:4(1 cement: 4coarse sand)0.20x0.20x0.23 cum 2220.03 0.007 15.5402312
= 0.009 cumLess pipe 1/2x3.14x0.10x0.10x0.23 = 0.002cum
= 0.007 cumRate as per item no051017 : Brick Work

Cement concrete 1:5:10 (1 cement: 5 finesand : 10 graded stone cum 1746.01 0.21 366.662785
aggregate 40 mmnominal size)0.40x0.45x1.05 m = 0.189
cum0.40x0.25x0.40 = 0.040 cum= 0.229 cumLess pipe
portion1/2x3.14x0.10x0.10x1.50 = 0.012 cumToothing
portion2x0.40x0.05x0.10 m = 0.004 cum= 0.016 cum
Net 0.229-0.016 = 0.213 cum Say 0.21 cum Rate as per item no 031014 :
Concrete

12 mm cement plaster 1:3 (1 cement: 3 coarse sqm 72.52 0.06 4.35136387

sand) finished with floating coat of neat
cement
1x0.25x0.25 m = 0.0625-S.ay 0.06 sqm
Rate as per item no 111090 Finishing
Providing lead caulked joints to 100 mm 202.59 4 810.35532
diameter pipe and special
Rate as per item no. 108052 : Roofing
Providing joint to S.W. pipe with cement mortar 1:1(1 cement: 1 fine Lumpsum 9999 1 26.91 26.91
sand)
Form work sqm 191.20 1.36 260.032
1.30x1.05 m= 1.36 sqm
Rate as per item no 042012: RCC
Sundries etc. Lumpsum 9999 1 26.91 26.91
Labour
For cutting holes 5 cm deep in alternate course
of brick work benching and channel.
Mason (brick layer) 1st class Day 0123 168 0.7 117.6
Mason (brick layer) 2nd class Day 0124 158 0.7 110.6

Page 1570
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
Beldar Day 0114 152 2.7 410.4
o
638.6 1217.34
.
Add for water charges @ 1% on all except A 0.01 6.386 12.1734
644.986 1229.5134
Add for contractors profit and overhead @10% on all except A 0.15 96.7479 184.42701
1413.94041
Cost of one drop connection. Each 741.7339 ### 2802.26
D 143182 150mm dia. Sand cast iron drop connection
S
R Details of cost for one drop connection
0 Materials
150 mm diameter sand cost iron pipe =34.5+30+37 =101.5cm say 1.00m Each 1618 1550 0.68 1054

Carriage of pipe Lumpsum 9999 1 1.82 0

Cutting charges each cut 0.00 3 0
Rate as per item no 133444 of: water supply
Clearing eye with chain and lid 150 mm dia Each 1337 150 1 150
S.C.I. plain bend 150mm dia Each 1622 550 1 550
S.C.I. Tee 150 mm Each 7087 500 1 500
Brick work in cement mortar 1:4(1 cement: 4 cum 2220.03 0.005 11.1001651
coarse sand)
0.20x0.20x0.23 = 0.009 cum
Less pipe 1/2x3.14x0.15x0.15x0.23 = 0.004
cum
= 0.005 cum
Rate as per item no 051017: Brick Work

Cement concrete 1:5:10 (1 cement: 5 fine cum 1746.01 0.28 488.883713

sand : 10 graded stone aggregate 40 mm
nominal size)
0.45x0.50x1.15 m = 0.259 cum
0.45x0.25x0.45 = 0.0510 cum
= 0.310 cum
Less pipe portion
1/4x3.14x0.15x0.15x1.50 = 0.027 cum
Toothing portion
3x0.45x0.05x0.10 m = 0.004 cum
= 0.031 cum
Net 0.310-0.031 = 0.279 cum Say 0.28 cum
Rate as per item no 031014 : Concrete

Page 1571
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
12 mm cement plaster 1:3 (1 cement: 3 coarse sqm 72.52 0.06 4.35136387
o sand) finished with floating coat of neat
. cement
1x0.25x0.25m = 0.0625 Say 0.06 sqm
Rate as per item no111090 : Finishing
Providing lead caulked joints to 150 mm each 288.63 4 1154.531
diameter pipe and special
Rate as per item no. 108053 : Roofing
Providing joint to S.W. pipe with cement mortar 1:1 (1 cement: 1 fine Lumpsum 9999 1 39.91 39.91
sand)
Form work sqm 191.20 1.67 319.304
1.450x1.15 m= 1.67 sqm Rate as per item no 042012 : RCC
Sundries etc. Lumpsum 9999 1 34.06 34.06
Labour
For cutting holes 45 holes 5 cm deep toothing
in alternate course of brick work benching and
making channel.
Mason (brick layer) 1st class Day 0123 168 0.85 142.8
Mason (brick layer) 2nd class Day 0124 158 0.85 134.3
Beldar Day 0114 152 0.85 129.2
406.3 2288.06
Add for water charges @ 1% on all except A 0.01 4.063 22.8806
410.363 2310.9406
Add for contractors profit and overhead @15% except on A 0.15 61.55445 346.64109
2657.58169
Cost of one drop connection. Each 471.91745 ### 3953.14
D 143190 Extra for depths beyond 60cm of sand cast iron drop connection
S complete
R
D
0 143191 For 100mm dia. Sand cast iron drop connection
S
R Details of cost for one metre
0 Materials
100 mm diameter sand cost iron pipe 1 meter Each 1617 800 0.68 544
Carriage of materials Lumpsum 9999 1 13.39 0

Page 1572
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
Cement concrete 1:5:10 (1 cement: 5 fine cum 1746.01 0.16 279.362122
o sand : 10 graded stone aggregate 40 mm
. nominal size)
0.40x0.45x1.00 mm = 0.18 cum .
Less pipe portion
1/2x3.14x0.10x0.10x1.00 = 0.008 cum
Toothing portion
5x0.40x0.05x0.10 m = 0.010 cum
= 0.018 cum
Net 0.18-0.018 = 0.162 cum Say 0.16 cum
Rate as per item no 031014: Concrete

Form work sqm 191.20 1.3 248.56

1.30x1.00 m= 1.30 sqm
Rate as per item no 042012: RCC
Sundries (no rates reqd.) Lumpsum 9999 1 7.15 7.15
Labour
For cutting holes 5 cm deep in alternate course
of brick work
Mason (brick layer) 1st class Day 0123 168 0.04 6.72
Mason (brick layer) 2nd class Day 0124 158 0.04 6.32
Beldar Day 0114 152 0.04 6.08
19.12 551.15
Add for water charges @ 1% on all except A 0.01 0.1912 5.5115
19.3112 556.6615
Add for contractors profit and overhead @15% except on A 0.15 2.89668 83.499225
640.160725
Cost of one drop connection. Each 22.20788 ### 1190.29
For 100mm dia. Sand cast iron drop connection
D 143192 For 150mm dia. Sand cast iron drop connection
S
R Details of cost for one metre
0 Materials
150 mm diameter sand cost iron pipe 1 meter Each 1618 1550 0.68 1054
Carriage of materials Lumpsum 9999 1 13.39 0

Page 1573
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
Cement concrete 1:5:10 (1 cement: 5 fine cum 1746.01 0.2 349.202652
o sand : 10 graded stone aggregate 40 mm
. nominal size)
0.45x0.50x1.00 mm = 0.225 cum
Less pipe portion
1/2x3.14x0.15x0.15x1.00 = 0.018 cum
Toothing portion
5x0.45x0.05x0.10 m = 0.011 cum
= 0.029 cum
Net 0.225-0.029 = 0.196 cum Say 0.20 cum
Rate as per item no 031014Concrete

Form work sqm 191.20 1.45 277.24

1.45x1.00 m= 1.45 sqm
Rate as per item no 042012 : RCC
Sundries (no rates reqd.) Lumpsum 9999 1 8.09 8.09
Labour
For cutting holes 5 cm deep in alternate course
of brick work
Mason (brick layer) 1st class Day 0123 168 0.05 8.4
Mason (brick layer) 2nd class Day 0124 158 0.05 7.9
Beldar Day 0114 152 0.05 7.6
23.9 1062.09
Add for water charges @ 1% on all except A 0.01 0.239 10.6209
24.139 1072.7109
Add for contractors profit and overhead @15% except on A 0.15 3.62085 160.906635
Cost of one drop connection. Each 0 ### 1233.62
D 143200 Raising manhole cover and frame slab to required level including
S dismantling existing slab and making good the damage as required (Brick
R work for raising depth of manhole to be paid separately).(Assuming that
0 the OLD slab is dismantled and not reused)
7
/
1
D 143201 Rectangular manhole 90x80cm (Inside dimensions) with rectangular
S cover 600x450mm of grade LD- 2.5
R
0

Page 1574
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
Dismantling of R.C.C slab of 1:2:4 (1 cement: 2 cum 603.12 0.17 102.530483
o coarse sand : 4 aggregate stone 20 mm
. nominal size) = 1.36x1.26x0.15 = 0.257 cum
Less cover with frame portion
0.85x0.70x0.15 =(-)0.089cum
Net qty = 0.168 cum say 0.17 cum
Rate as per item no. 181030 of : Dismantling and Demolishing

Removal of R.C.C cover and frame Lumpsum 9999 1 7.15 7.15

R.C.C work 1:2:4 ( 1 cement: 2 coarse sand : cum 2373.44395 0.17 403.485471
4 graded stone aggregate 20 mm nominal size
For raised slab - 1.36x1.26x0.15 = 0.257 cum
Less portion cover with frame
= 0.85x0.70x0.15 =(-) 0.089 cum
Net qty= 0.168 cum Say 0.17 cum
Rate as per Annexure 1 Drainage and Sewarage

Form work = 0.90x0.80 = 0.72 sqm sqm 185.57 0.45 83.50672

Less covej: =0.60x0.45 =(-) 0.27 sqm
Net qty= 0.45 sqm
Rate as per item 042013: RCC work
Sundries (no rates reqd.) Lumpsum 9999 1 13.52 13.52
20.67
Add for water charges @ 1% except on A 0.01 0.2067
20.8767
Add for contractors profit and overhead @15% except on A 0.15 3.131505
24.008205
Cost of one no. Each 0 ### 613.53
D 143202 Rectangular manhole 120x90cm (Inside dimensions) with circular cover
S 500mm dia of grade MD- 10
R
0 Details of cost for one manhole
Dismantling of R.C.C slab of 1:2:4 (1 cement: cum 603.12 0.26 156.811327
2 coarse sand : 4 aggregate stone 20 mm
nominal size) 1.66x1.16x0.15 =0.339
Less for RCC cover with frame
3.14/44x(0.80)2x0.15=(-)0.075 cum
Net qty 0.264 cum Say 0.26 cum
Rate as per item no. 181030 of : Dismantling&Demolishing

Removal of R.C.C cover and frame Lumpsum 9999 1 7.15 7.15

Page 1575
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
R.C.C work 1:2:4 ( 1 cement: 2 coarse sand : cum 2373.44395 0.26 617.095426
o 4 graded stone aggregate 20 mm nominal size
. 1.66x1.36x0.15 = 0.339 cum
Less portion cover with frame
= 314/4x0.80x0.80x0.15 =(-) 0.075 cum
Net qty= 0.264 cum Say 0.26 cum Rate as per Annexure 1 Drainage and
Sewarage

Form work = 1.2x0.90 = 1.08 sqm sqm 185.57 0.88 163.30203

Less cover = 3.14/4x(0.50)2=(-) 0.196 sqm
Net qty = 0.884 sqm Say 0.88 sqm
Rate as per item no042013 : RCC work
Sundries (no rates reqd.) Lumpsum 9999 1 16.64 16.64
23.79
Add for water charges @ 1% except on A 0.01 0.2379
24.0279
Add for contractors profit and overhead @15% except on A 0.15 3.604185
27.632085
Cost of one no. Each 0 ### 964.84
D 143203 Rectangular manhole 120x90cm (Inside dimensions) with circular cover
S 560mm dia of grade HD- 20
R
0 Details of cost for one manhole
Dismantling of R.C.C slab of 1:2:4 (1 cement: cum 603.12 0.24 144.748918
2 coarse sand : 4 aggregate stone 20 mm
nominal size)
1.66x1.36x0.15 = 0.339 cum
Less for RCC cover with frame
3.14/4x(0.90jfcx0.15 =(-) 0.095 cum
Net qty 0.244 cum Say 0.24 cum
Rate as per item no 181030 of : Dismantling&Demolishing

Removal of R.C.C cover and frame Lumpsum 9999 1 7.15 7.15

R.C.C work 1:2:4 ( 1 cement: 2 coarse sand : cum 2373.44395 0.24 569.626547
4 graded stone aggregate 20 mm nominal size)
1.66x1.36x0.15 = 0.339 cum -
Less portion cover with frame
= 3.14/4x0.90x0.90x0.15 =(-) 0.095 cum
Net qty = 0.244 cum Say 0.24 cum
Rate as per Annexure 1 Drainage and Sewarag

Page 1576
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
Form work = 1.2x0.90 = 1.08 sqm 185.57 0.83 154.023506
o Less cover = 3.14/4x(0.56)2 =(-) 0.246 sqm’
. Net qty = 0.834 sqm Say 0.83 sqm
Rate as per item no 042013 : RCC work
Sundries (no rates reqd.) Lumpsum 9999 1 20.28 20.28
27.43
Add for water charges @ 1% except on A 0.01 0.2743
27.7043
Add for contractors profit and overhead @15% except on A 0.15 4.155645
31.859945
Cost of one no. Each 0 ### 900.26
D 143204 Circular manhole 140cm dia (Inside dimensions) with circular cover
S 600mm dia of grade EHD- 35
R
0 Details of cost for one manhole
Dismantling of C.C slab of 1:2:4 (1 cement: 2 cum 603.12 0.02 12.0624098
coarse sand : 4 aggregate-stone 20 mm
nominal size)
= 3.14/4x(0.985)2x0.15 = 0.114 cum
Less cover 3.14/4x(0.90)2 x0.15 = (-) 0.095 cum
Net qty = 0.019 cum Say 0.02 cum
Rate as per item no. 181030 of : Dismantling&Demolishing

Removal of R.C.C cover and frame Lumpsum 9999 1 8.06 8.06

C.C work 1:2:4 ( 1 cement: 2 coarse sand : 4 cum 2373.44395 0.02 47.4688789
graded stone aggregate 20 mm nominal size )
3.14/4x(.985)2x0.15 = 0.114cum
Less portion cover with frame
= 3.14/4x0.90x0.90x0.15 =(-) 0.095 cum
= 0.019 cum Say 0.02 cum
Rate as per Annexure 1 Drainage and Sewarag

Sundries (no rates reqd.) Lumpsum 9999 1 20.28 20.28

28.34
Add for water charges @ 1% except on A 0.01 0.2834
28.6234
Add for contractors profit and overhead @15% except on A 0.15 4.29351
32.91691
Cost of one no. Each 0 92.4481987 92.45

Page 1577
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
D 143210 Constructing brick masonry road gully chamber 50x45x60cm with bricks
oS of class designation 7.5 in cement mortar 1:4 (1cement: 4 Coarse Sand )
.R including 500x450mm precast R.C.C. horizontal grating with frame
0 complete as per standard design
7
D 143211 With F.P.S. bricks
S
R
Details of cost for one chamber
0
Materials
Cement concrete 1:5:10 (1 cement: 5 fine cum 1746.01 0.18 314.282387
sand : 10 graded stone aggregate 40 mm
nominal size) 1.11x1.06x0.15=0.176 say 0.18cum
Rate as per item no 031014 :Concrete work
Brick work in bricks of clas designation 75 in cum 2220.03 0.29 643.809577
cement mortar 1:4(1 cement: 4 coarse sand)
2.82 m x 0.23m x0.45 m = 0.29 cum
Rate as per item no 051017 : Brick Work
12 mm cement plaster 1:3(1 cement: 3 sqm 72.52 1.08 78.3245497
coarse sand) finished with floating coat of neat
cement
Wall: 1.90x0.45 m = 0.855 sqm r
Bed : 0.45x0.50 m = 0.225 sqm -
Total= 1.080 sqm
Rate as per item no 111090 : Finishing

Cement concrete 1:2:4 ( 1 cement: 2 coarse sand : 4 graded stone cum 2373.44395 0.1 237.344395
aggregate 20 mm
nominal size)
2.82x0.23x0.15 m = 0.097 cum Say 0.10 cum
Rate as per Annexure 1 Drainage and Sewarag
Form work sqm 191.20 0.53 101.336
3.50x0.15 m = 0.525 sqm Say 0.53 sqm
Rate as per item no 042012 : RCC work
Precast R.C.C. grating with frame 500x450 mm horizontal grating Each 7380 600 1 600
Carriage of R.C.C. grating Lumpsum 9999 1 7.15 0
Fixing R.C.C. grating Lumpsum 9999 1 5.33 5.33
605.33
Add for water charges @ 1% on A 0.01 6.0533
611.3833
Add for contractors profit and overhead @15% except on A 0.15 91.707495

Page 1578
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
703.090795
o
Cost of one no. Each 0 ### 2078.19
.
D 143220 Constructing brick masonry road gully chamber 45x45x77.5cm with bricks
S of class designation 7.5 in cement mortar 1:4 (1cement: 4 Coarse Sand )
R with precast R.C.C. vertical grating complete as per standard design
0
7
D 143221 With F.P.S. bricks
S
R Details of cost for one chamber
0 Cement concrete 1:5:10 (1 cement: 5 fine cum 1746.01 0.17 296.822254
sand : 10 graded stone aggregate 40 mm
nominal size)
1.06mxl.1.06mx0.15 m= 0.17 cum Say .17 cum
Rate as per item no 031014 :Concrete work
Brick work in bricks of class designation 75 in cum 2220.03 0.43 954.614201
cement mortar 1:4(1 cement: 4 coarse sand)
2.72 m x 0.23m x0.70 m = 0.438 cum
Deduct opening 0.45x0.23x0.10 m = 0.01 cum
Block 3x(0.075)3= 0.001 cum
Total deduction= 0.011 cum
Net qty. = 0.438 (-) 0.011 = 0.427 cum Say
0.43 cum
Rate as per item no 051017 : Brick Work

12 mm cement plaster 1:3 ( 1 cement: 3 sqm 72.52 1.55 112.410233

coarse sand) finished with floating coat of neat
cement
Wall: 1.80x0.70 m= 1.26 sqm
Bed : 0.45x0.45 m = 0.202 sqm
Top : 0.45x0.20 m = 0.09 sqm
Sides: 2x0.20x0.10 m = 0.04 sqm
Total= 1.592 sqm -
Deduct opening
0.45x0.10 m = 0.045 sqm
Net qty. = 1.592 (-) 0.045 = 1.547 cum Say
1.55 cum
Rate as per item no 111090 : Finishing

Page 1579
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
Cement concrete 1:2:4 ( 1 cement: 2 coarse cum 2373.44395 0.061 144.780081
o sand : 4 graded stone aggregate 20 mm
. nominal size) Block = 3X(0.75)3= 0.001 cum
Rate as per Annexure 1 Drainage and Sewarag

Form work sqm 191.20 4.96 948.352

0.45x0.45 m = 0.202 sqm
0.45x0.20 m = 0.09 sqm
outside slab : 3.40x0.075 m = 0.255 sqm
Total= 0.547 sqm Say 0.55 sqm
Rate as per item no 042012: RCC work

Precast R.C.C. grating with frame 450x100 mm vertical grating Each 7381 450 1 450
carriage 0
Fixing of R.C.C. grating Lumpsum 9999 1 20.67 1398.352
0
Add for water charges @ 1% on A 0.01 1398.352
0
Add for contractors profit and overhead @15% except on A 0.15 1398.352
Cost of one no. Each 0 ### 2906.98
D 143230 Constructing brick masonry road gully chamber 110x50x77.5cm with
S bricks of class designation 7.5 in cement mortar 1:4(1cement: 4 Coarse
R Sand ) including 500x450mm precast R.C.C. horizontal grating with frame
0 and vertical grating complete as per standard design
7
/
D 143231 With F.P.S. bricks
S
R Details of cost for one chamber
0 Cement concrete 1:5:10 (1 cement: 5 fine cum 1746.01 0.29 506.343845
sand : 10 graded stone aggregate 40 mm
nominal size)
1.71mx1.71mx0.15m = 0.285 cum Say 0.29
cum
Rate as per item no. 031014

Page 1580
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
Brick work in bricks of clas designation 75 in cum 2220.03 0.54 1198.81783
o cement mortar 1:4(1 cement: 4 coarse sand)
. 1.91 m x 0.23m x0.45 m = 0.199 cum
2.20mx0.23mx0.70 m = 0.354 cum
Total= 0.553 cum ‘
Deduct lintel portion
2x0.23x0.20x0.20 m = (-) 0.018 cum
Net qty= 0.0535 cum Say 0.54 cum
Rate as per item no 051017 : Brick Work

12 mm cement plaster 1:3 ( 1 cement: 3 sqm 72.52 2.36 171.153646

coarse sand) finished with floating coat of neat
cement
Wall: 1.80x0.70 m = 1.26 sqm Wall: 1.40x0.45 m =
0.63 sqm
Bed: 1.10x0.50 m = 0.55 sqm
Total= 2.44 sqm
Deduct 2x0.20x0.20 m = (-) 0.08 sqm
Net qty= 2.36 sqm
Rate as per item no.11090.: Finishing

Cement concrete 1:2:4 ( 1 cement: 2 coarse cum 2373.44395 0.17 403.485471

sand : 4 graded stone aggregate 20 mm
nominal size)
Block = 1.92x0.23x0.15 = 0.07 cum+0.88x0.96x0.075 m = 0.063 cum Say
0.06
cum total=.13cum
Rate as per Annexure 1 Drainage and Sewarag

Form work sqm 191.20 0.91 173.992

Slab bottom 0.50x0.65 m = 0.325 sqm
Outer periphery 3.50x0.075 m = 0.263 sqm
2.20x0.15 m = 0.330 sqm
Total= 0.918 sqm Say 0.91 sqm
Rate as per item no 042012 : RCC work

Mild steel reinforcement for R.C.C work kg 0.00 8 0

(0.06+0.04) = 0.10 cum @ 80 kg/cum = 8.00
kg
Rate as per item no. 045011: RCC work
Precast R.C.C. grating with frame 500x450 mm horizontal grating Each 7380 600 1 600
Sundries (no rates reqd.) Lumpsum 9999 1 7.15 7.15
Precast R.C.C. grating with frame 450x100 mm vertical grating Each 7381 450 1 450

Page 1581
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
Sundries (no rates reqd.) Lumpsum 9999 1 34.06 34.06
o
1091.21
.
Add for water charges @ 1% on A 0.01 10.9121
1102.1221
Add for contractors profit and overhead @15% except on A 0.15 165.318315
###
Cost of one no. Each 0 ### 3721.23
D 143240 Constructing brick masonry chamber for underground C.I. inspection
S chamber and bends with 7.5 class designation bricks in cement mortar
R 1:4 (1cement: 4 Coarse Sand ) C.I. cover with frame (light duty)
0 455x610mm internal dimensions, total weight of cover with frame to be
7 not less than 38kg (weight of cover 23kg and weight of frame 15kg)
/ R.C.C. top slab with 1:2:4 mix (1cement: 2coarse sand: 4graded stone
1 aggregate 20mm nominal size) foundation concrete 1:5:10 (1cement:
9 5fine sand: 10graded stone aggregate 40mm nominal size), inside
. plastering 12mm thick with cement mortar 1:3 (1cement: 3coarse sand)
3 finished smooth with a floating coat of neat cement on walls and bed
0 concrete etc. complete as per standard design

D 143241 Inside dimensions 455x610mm and 45cm deep for single pipe line- With
S F.P.S. bricks
R
0 Details of cost for one chamber
Cement concrete 1:5:10 (1 cement: 5 fine cum 1746.01 0.2 349.202652
sand : 10 graded stone aggregate 40 mm
nominal size)
1.22mx1.065mx0.15m=0.195 cum Say 0.20 cum
Rate as per item no 031014 :Concrete work
Brick work in bricks of clas designation 75 in cum 2220.03 0.21 466.206935
cement mortar 1:4(1 cement: 4 coarse sand)
3.05 m x 0.23m x0.30 m = 0.210 cum
Less pipe
2x3.14/4x(0.10)2x0.23 m = (-) 0.004 cum
Net qty= 0.206 cum Say 0.21 cum
Rate as per item no 051017 : Brick Work

Page 1582
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
12 mm cement plaster 1:3 ( 1 cement: 3 sqm 72.52 0.9 65.2704581
o coarse sand) finished with floating coat of neat
. cement
Wall: 2.13x0.30 m = 0.639 sqm
Bed : 0.61x0.455 m = 0.278 sqm
Total= 0.917 sqm
Less pipe 2x3.14/4x(0.10)2= (-) 0.016 sqm
Net qty = 0.901 sqm Say 0.90 sqm
Rate as per item111090 Finishing

Cement concrete 1:2:4 ( 1 cement: 2 coarse cum 2373.44395 0.11 261.078834

sand : 4 graded stone aggregate 20 mm
nominal size)
3.05x0.23x0.15 = 0.105 cum say 0.11 cum
Rate as per Annexure 1 Drainage and Sewarag
Form work rate as per item 042012 sqm 191.20 0.56 107.072
Rectangular cover 455x61 0 mm with frame (low duty) Each 1354 1500 1 1500
Carriage of C.I.cover and frame Lumpsum 9999 1 7.15 0
Painting of C.I. Cover and frame with coal tar Lumpsum 9999 1 7.15 7.15
Sundries (no rates reqd.) Lumpsum 9999 1 13.52 13.52
1520.67
Add for water charges @ 1% on A 0.01 15.2067
1535.8767
Add for contractors profit and overhead @15% except on A 0.15 230.381505
###
Cost of one no. Each 0 ### 3015.09
D 143242 Details of cost of one no.
S
R Cement concrete 1:5:10 (1 cement: 5 fine cum 1746.01 0.22 384.122917
0 sand : 10 graded stone aggregate 40 mm
nominal size)
1.31mx1.11rnx0.15 m= 0.22 cum Rate as per item no 031014 :Concrete
work
Brick work in oncks of clas designation 75 in cum 2220.03 0.22 488.407266
cement mortar 1:4(1 cement: 4 coarse sand)
3.32 m x 0.23m x0.30 m = 0.229 cum
Less pipe
3x3.14x(0.10)2x0.23 m = (-) 0.005 cum
Net qty= 0.224 cum Say 0.22 cum
Rate as per item no 051017 : Brick Work

Page 1583
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
12 mm cement plaster 1:3 (1 cement: 3 coarse sqm 72.52 1.05 76.1488678
o sand) finished with floating coat of neat cement
. Wall: 2.40x0.30 m = 0.72 sqm
Bed : 0.70x0.50 m = 0.35 sqm
= 1.07 sqm
Less pipe 3x3.14/4x(0.10)2= (-) 0.02 sqm
Net qty= 1.05 sqm
Rate as per item no 111090 : Finishing

R.C.C 1:2:4 ( 1 cement: 2 coarse sand : 4 cum 2373.44395 0.13 308.547713

graded stone aggregate 20 mm nominal size)
1.16x0.96x0.15 = 0.167 cum
Deduct cover
0.61x0.45x0.15 m = (-) 0.042 cum
Net qty= 0.125 cum Say 0.13 cum
Rate as per Annexure 1 Drainage and Sewarage

Form work sqm 191.20 0.67 128.104

Inside area of chamber : 0.70x0.50 m = 0.35 sqm
Outer periphery 4.00x0.15 m = 0.60 sqm
= 0.95 sqm
Deduct cover : 0.61x0.455 m = (-) 0.278 sqm
= 0.672 sqm Say 0.67 sqm
Rate as per item no 042012 RCC work

M.S.reinforcement for slab kg 0.00 6.25 0

0.13 cum @ 48.06 kg/cum = 6.25 kg
Rate as per item no. 045011 : RCC work
Rectangular cover 455x61 0 mm with frame (low duty) Each 1354 1500 1 1500
Carriage of C.I.cover and frame Lumpsum 9999 1 7.15 7.15
Painting of C.I. Cover and frame with coal tar Lumpsum 9999 1 7.15 7.15
Sundries (no rates reqd.) Lumpsum 9999 1 13.52 13.52
1527.82
Add for water charges @ 1% on A 0.01 15.2782
1543.0982
Add for contractors profit and overhead @15% on A+B 0.15 231.46473
1774.56293
Cost of one no. Each 0 ### 3159.89
D 143243 Inside dimensions 600x850mm and 45cm deep for pipe line with three or
S more inlets- With F.P.S. bricks
R
0 Details of cost of one no.

Page 1584
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
Cement concrete 1:5:10 (1 cement: 5 fine cum 1746.01 0.26 453.963448
o sand : 10 graded stone aggregate 40 mm
. nominal size)
1.46rnxl.21mx0.15 m= 0.26 cum
Rate as per item no 031014 :Concrete work
Brick work in oncks of clas designation 75 in cum 2220.03 0.26 577.208587
cement mortar 1:4(1 cement: 4 coarse sand)
3.82 m x 0.23m x0.30 m = 0.26 cum
Less pipe
5x3.14/4x(0.10)2x0.23 m = (-) 0.009 cum
Net qty= 0.251 cum Say 0.26 cum
Rate as per item no 051017 : Brick Work

12 mm cement plaster 1:3 ( 1 cement: 3 sqm 72.52 1.34 97.1804599

coarse sand) finished with floating coat of neat
cement
Wall: 2.90x0.30 m = 0.87 sqm
Bed : 0.85x0.60 m = 0.51 sqm
= 1.38 sqm
Less pipe 5x3.14/4x(0.10)2= (-) 0.04 sqm
Net qty = 1.34 sqm
Rate as per item no 051017 : Brick Work

R.C.C 1:2:4 ( 1 cement: 2 coarse sand : 4 cum 2373.44395 0.17 403.485471

graded stone aggregate 20 mm nominal size)
1.31x1.06x0.15 = 0.208 cum Deduct cover
0.61x0.455x0.15 m = (-) 0.042 cum Net qty= 0.166 cum Say 0.17 cum
Rate as per Annexure 1 Drainage and Sewarage
Form work sqm 191.20 0.91 173.992
Inside area of chamber : 0.85x0.60 m = 0.511
sqm
Outer periphery 4.50x0.15 m = 0.675 sqm =
Total 1.186 sqm
Deduct cover : 0.61x0.455 m = (-) 0.278 sqm
Net qty= 0.908 sqm Say 0.91 sqm
Rate as per item no 042012 RCC work

M.S.reinforcement for slab for 0.17 cum @ kg 0.00 8.17 0

48.06 kg/cum
= 48.06x0.17cum = 8.17kg
Rate as per item no. 045011 : RCC work
Rectangular cover 455x61 0 mm with frame (low duty) Each 1354 1500 1 1500

Page 1585
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
Carriage of C.I.cover and frame Lumpsum 9999 1 7.15 7.15
o
Painting of C.I. Cover and frame with coal tar Lumpsum 9999 1 7.15 7.15
.
Sundries (no rates reqd.) Lumpsum 9999 1 13.52 13.52
1527.82
Add for water charges @ 1% on A Lumpsum 9997 0.01 15.2782
1543.0982
Add for contractors profit and overhead @15% on A+B Lumpsum 9998 0.15 231.46473
1774.56293
Cost of one no. Each 0 ### 3480.39
D 143250 Extra for depth beyond 45cm of brick masonry chamber.
S
D
R 143251 For 455x610mm size (Inside dimensions), With F.P.S. bricks
S
0
R Details of cost of one meter
0 Brick work in bricks of clas designation 75 in cum 2220.03 0.7 1554.02312
cement mortar 1:4(1 cement: 4 coarse sand)
3.05 x 0.23m x 1.00m = 0.70 cum
Rate as per item no 051017 : Brick Work
12mm cement plaster1:3 (1 cement: 3 coarse sqm 72.52 2.13 154.473418
sand finished with floating coat of neat cement
Wall: 2.13x1.00 m = 2.13 sqm
Rate as per item111090 Finishing
Cost per metre metre 0 1708.49654 1708.50
D 143252 For 500x700mm size (Inside dimensions), With F.P.S. bricks
S
R Details of cost of one meter
0 Brick work in bricks of clas designation 75 in cum 2220.03 0.76 1687.2251
cement mortar 1:4(1 cement: 4 coarse sand)
3.32 x 0.23m x 1.00m = 0.76 cum
Rate as per item no 051017 : Brick Work
12mm cement plaster1:3 (1 cement: 3 coarse sqm 72.52 2.4 174.054555
sand) finished with floating coat of neat cement
Wall: 2.40x1.00 m = 2.40 sqm
Rate as per item111090 Finishing
Cost of one meter metre 0 1861.27965 1861.28
D 143253 For 600x850mm size (Inside dimensions), With F.P.S. bricks
S
R Details of cost of one meter
0

Page 1586
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
Brick work in bricks of clas designation 75 in cum 2220.03 0.88 1953.62906
o cement mortar 1:4 ( 1 cement: 4 coarse sand)
. 3.82 m x 0.23m xl.00 m = 0.88 cum
Rate as per item no 051017 : Brick Work
12 mm cement plaster 1:3(1 cement: 3 coarse sqm 72.52 2.9 210.315921
sand finished with floating coat of neat cement
Wall : 2.90x1.00 m = 2.90 sqm
Rate as per item111090 Finishing
Cost per metre metre 0 2163.94498 2163.94
D 143260 Constructing grease trap 80x40x46cm (inside) with one brick thick brick
S masonry wall with inlet and outlet drain with bricks of class designation
R 7.5 in cement mortar 1:4 (1cement: 4fine sand) plastered 12mm thick with
0 1:4 (1cement: 4coarse sand) finished with a floating coat of neat cement
2 on inside and exposed surfaces having two stone/ R.C.Concrete baffled
/ walls 34.5cm deep and third one 19cm deep, each 40mm thick and 45cm
2 long embedded 2.5cm on either side in brick masonry, 40mm thick
1 100x60cm stone/ RCC cover and 7.5cm thick bed concrete 1:5:10
. (1cement: 5fine sand: 10graded stone aggregate 40mm nominal size)
3 with 40mm flooring in cement concrete 1:2:4 (1cement: 2coarse sand:
8 4graded stone aggregate 12.5mm nominal size) with a floating coat of
neat cement including all earth excavation, refilling and disposal of
surplus earth complete as per standard design

D 143261 With F.P.S. bricks

S
R
0
2
/
2
1
.
3
8
.
2

Detail of cost for one trap

Page 1587
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
Earth work in excavation including disposal of cum 81.36 0.82 66.7177215
o surplus earth 1.41mx1.01mx.575m = 0.82cum
. Rate as per item no. 011011: Earth work
Refilling of excavated earth 2x1.41x0.075x0.50m=0.106cum cum 0.00 0.17 0
2x.86x0.075x0.50m=0.065cum Total=0.171 cum Say 0.17 cum
Rate as per item no 012030 : Earth work
Cement concrete 1:5:10 (1 cement: 5 fine cum 1746.01 0.11 192.061459
sand : 10 graded stone aggregate 40 mm
nominal size)
1.41mx1.01mx0.075m=0.107 cum
Say 0.11 cum Rate as per item no. 031014 concrete
Brick work in bricks of clas designation 75 in cum 2220.03 0.38 843.61255
cement mortar 1:4 ( 1 cement: 4 fine sand)
3.32 m x.23m x.50 m= 0.38 cum
Rate as per item no 051017 : Brick Work
12mm cement plaster1:4 (1 cement: 4 coarse sqm 72.52 1.74 126.189552
sand) finished with floating coat of neat cement
Inside 2.4x0.46m=1.104sqm Top 3.2x0.20m = .640 sqm
Total=1.744 sqm Say 1.74sqm Rate as per item no 111090 : Finishing
40 mm thick Cement.Concerete flooring 1:2:4 ( 1 cement: 2 coarse sand : sqm 91.67 0.3 27.5017647
4
graded stone aggregate 12.5 mm nominal size ) finished with floating
coat of neat cement
2x0.40x.38m = .30 sqm
Rate as per item no 092014: Flooring

Extra for Stone baffles and fixing of stone baffles etc. Lumpsum 9999 1 197.95 197.95
1.9795
Add for water charges @ 1% on A 0.01 199.9295
29.989425
Add for contractors profit and overhead @10% on A+B 0.15 229.918925
259.90835
Cost of one trap Each 0 ### 1515.99
D 143270 Making soak pit 2.5m diameter 3.0m deep with 45x45cm dry brick honey
S comb shaft with bricks of class designation 7.5 and S.W. drain pipes
R 100mm diameter, 1.8m long complete as per standard design, including
0 excavation complete
7
/
1
9

Page 1588
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
D 143271 With F.P.S. bricks
oS
.R
0 Details of cost for one soak pit
Earth work in excavation including disposal of cum 81.36 14.73 1198.47809
surplus earth 3.14/4x(2.5)2x3m = 14.73 cum
Rate as per item no. 011011: : Earth work
3.14/4x(2.5)2 x 1.5 m = 7.37 cum cum 0.00 7.37 0
Rate as per item no. 012040 : Earth work
2nd class bricks 1000 Nos. 2602 2600 0.145 377
perimetre = 4x0.35 =1.40 m
Area = 1.40x2.925 m = 4.1 sqm
Number of brick = 4.1 x487x0.066 =131.78
Wastage 10%= 13.718
Total= 144.96 Say 145 numbers

Brickbats = 3.14/4x(1.2)2x2.925m =3.33 cum cum 0362 650 2.74 1781

Deduct = 0.45x0.45x2.925 m = 0.59 cum
Net qty= 2.74 cum
Brick aggregate 50 to 80 mm nominal size cum 0285 900 4.13 3717
= 3.14x1.50x0.03x2.925 m = 4.13 cum
Brick aggregate 40 mm nominal size cum 0287 850 6.91 5873.5
= 3.14x2.15x0.35x2.925 m =6.91 cum
Stoneware pipes grade A (60 cm long) 100 mm dia Each 1854 45 3 135
Carriage of brick bats and aggregate LS 0 0 13.78 0
(2.74+4.13+6.91) cum = 13.78cum
Carriage of bricks LS 0 0 0.145 0
Single matting 2.5x2.5 m = 6.25 sqm Lumpsum 9999 1 112.14 112.14
Precast R.C.C.slabs 7.5 cm thick in cement cum 2663.13 0.02 53.2626463
concrete 1:2:4 (1 cement: 2 coarse sand : 4
graded stone aggregate 20 mm nominal size)
0.45x0.45x0.075 m = 0.02 cum
Rate as per item no 043011 : RCC work
Reinforcement @ 80 kg/cum = 0.02x80 =1.6kg kg 0.00 1.6 0
Rate as per item no. 045011 : RCC work
2nd class brick edging laid length wise with m 18.384222 8.17 150.199094
half brick depth.
3.14x2.6 m =8.17 m
Rate as per item no. 237080 : Road
Labour:

Page 1589
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
Mason (brick layer) 1st class Day 0123 168 0.5 84
o
Mason (brick layer) 2nd class Day 0124 158 0.5 79
.
Beldar Day 0114 152 3 456
Coolie Day 0115 152 3 456
1075 11995.64
Add for water charges @ 1% on all except A+B 0.01 10.75 119.9564
1085.75 12115.5964
Add for contractors profit and overhead @15% on all except A+B 0.15 162.8625 1817.33946
###
Cost of one soak pit. Each 1248.6125 ### 16583.49
143272 Extra for every cm depth above 3.0 m as per site conditions if required

Cost of one soak pit.300 cm deep as per above ananlysis 1248.6125 ### 16583.49
Cost of every cm depth cm depth ### ### 55.28
D 143280 Constructing soak pit 1.20x1.20x1.20m filled with brickbats including S.W.
S drain pipe 100mm diameter and 1.20m long complete as per standard
R design including excavation complete
0
Details of cost for one soak pit
Earth work in excavation including disposal of cum 81.36 1.73 140.75812
surplus earth 1.2x1.2x1.2m = 1.73 cum
Rate as per item no. 011011: : Earth work
Brick bats cum 0362 650 1.73 1124.5
0362 1.2x12x1.2 m = 1.73 cum
Carriage of brickbats LS 0 0 1.73 0
Second class brick edging laid length wise m 18.384222 5.2 95.5979544
with half brick depth
Rate as per item no.237080 : Road
Stoneware pipes grade A (60 cm long) 100 mm dia Each 1854 45 2 90
Single matting Lumpsum 9999 1 25.84 25.84
9999 1.2x1.2 m= 1.44 sqm
Labour:
For filling brick bats
Beldar Day 0114 152 0.5 76
Sundries (no rates reqd.) Lumpsum 9999 1 13.5 13.5
89.5 1240.34
Add for water charges @ 1% on all except A 0.01 0.895 12.4034
90.395 1252.7434
Add for contractors profit and overhead @15% on all except A 0.15 13.55925 187.91151
1440.65491

Page 1590
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
Cost of one soak pit. Each 103.95425 ### 1780.97
o
143281 Extra for every cm depth above 1.20 m as per site conditions if required
.
Cost of one soak pit.120 cm deep as per above ananlysis 103.95425 ### 1780.97
Cost of every cm depth cm depth ### ### 14.84
D 143290 Providing and fixing S.W. intercepting trap in manholes with stiff mixture
S of cement mortar 1:1 (1cement: 1fine sand) including testing of joints etc.
R complete
0
D 143291 100mm dia.
S
R Details of cost of one no.
0 Materials
S.W. intercepting trap 100 mm dia Each 7128 150 1 150
Carriage of trap Lumpsum 9999 1 1.04 1.04
Cement for one joint Tonne 0367 0 0.0013 0
Carriage of cement LS 0 0 0.0013 0
Fine sand (Zone IV) cum 0983 600 0.001 0.6
Carriage of fine sand LS 0 0 0.001 0
Spun yarn Kg 1881 75 0.09 6.75
Labour:
Mason (brick layer) 1st class Day 0123 168 0.02 3.36
Mason (brick layer) 2nd class Day 0124 158 0.02 3.16
Beldar Day 0114 152 0.06 9.12
Bhisti Day 0101 158 0.02 3.16
18.8 158.39
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.188 1.5839
18.988 159.9739
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 2.8482 23.996085
Cost of one no. Each 21.8362 183.969985 205.81
D 143292 150mm dia.
S
R Details of cost of one no.
0 Materials
S.W. intercepting trap 150 mm dia Each 7129 200 1 200
Carriage of trap Lumpsum 9999 1 2.08 2.08
Cement for one joint Tonne 0367 0 0.0019 0
Carriage of cement LS 0 0 0.0019 0
Fine sand (Zone IV) cum 0983 600 0.0014 0.84
Carriage of fine sand LS 0 0 0.0014 0

Page 1591
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
Spun yarn Kg 1881 75 0.18 13.5
o
Labour:
.
Mason (brick layer) 1st class Day 0123 168 0.03 5.04
Mason (brick layer) 2nd class Day 0124 158 0.03 4.74
Beldar Day 0114 152 0.08 12.16
Bhisti Day 0101 158 0.03 4.74
26.68 216.42
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 0.2668 2.1642
26.9468 218.5842
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 4.04202 32.78763
Cost of one no. Each 30.98882 251.37183 282.36
D 144010 Cutting holes upto 30x30cm in walls including making good the same.(In
S OLD work only when specially ordered)
R
D
0 144011 With F.P.S. bricks
S
R Details of cost for 10 holes
0 Materials
Brick work with bricks of class designation7.5 in cement mortar cum 2218.05 0.21 465.789841
1:4(1cement :4fine sand)Rate as per item no. 051014 Brickwork
12mm cement plaster 1:4(1cement:4 coarse sand)Rate as per item no sqm 72.52 1.2 87.0272775
111090 Finishing
Labour:For cutting holes
Mason (brick layer) 1st class Day 0123 168 0.16 26.88
Mason (brick layer) 2nd class Day 0124 158 0.16 25.28
Beldar Day 0114 152 1.25 190
Add for delay Lumpsum 9999 1 16.12 16.12
Sundries (no rates reqd.) Lumpsum 9999 1 8.06 8.06
266.34 552.817118
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 2.6634 5.52817118
269.0034 558.345289
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 40.35051 83.7517934
cost for 10 holes 309.35391 642.097083
Cost of one hole Each 30.935391 64.2097083 95.15

Page 1592
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
D 144020 Cutting holes upto 15x15cm in R.C.C. floors and roofs for passing drain
oS pipe etc. and repairing the hole after insertion of drain pipe etc. with
.R cement concrete 1:1.5:3 (1cement: 1.5 coarse sand: 3graded stone
0 aggregate 20mm nominal size) including finishing complete so as to
2 make it leak proof.(In OLD work only when specially ordered)
/
2
2
Details of cost for 10 holes
Materials
C.C work 1:1.5:3 ( 1 cement: 1.5 coarse sand : 3 cum 2137.59 0.02 42.7517951
graded stone aggregate 20 mm nominal size ) Rate as per item no.
031024 concrete
Labour:
Mason (brick layer) 1st class Day 0123 168 0.83 139.44
Mason (brick layer) 2nd class Day 0124 158 0.83 131.14
Beldar Day 0114 152 1.67 253.84
Finishing top and bottom and making the holes leak proof Lumpsum 9999 1 121.16 121.16
Add for delay Lumpsum 9999 1 40.3 40.3
Sundries (no rates reqd.) Lumpsum 9999 1 21.58 21.58
707.46 42.7517951
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 7.0746 0.42751795
714.5346 43.1793131
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 107.18019 6.47689696
cost for 10 holes 821.71479 49.65621
Cost of one hole Each 82.171479 4.965621 87.14
D 144030 Making holes upto 20x20cm and embedding pipes upto 150mm diameter
S in masonry and filling with cement concrete 1:2:4 (1cement: 2 coarse
R sand: 4graded stone aggregate 20mm nominal size) including disposal of
0 malba.(In OLD work only when specially ordered)
2
/
Details of cost for 10 holes
Materials
C.C work 1:2:4 ( 1 cement: 2 coarse sand :4 cum 2137.59 0.0335 71.6092568
graded stone aggregate 20 mm nominal size ) Rate as per item no.
031023 concrete
Labour:
Mason (brick layer) 1st class Day 0123 168 0.16 26.88
Mason (brick layer) 2nd class Day 0124 158 0.16 25.28
Beldar Day 0114 152 1.25 190

Page 1593
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
Sundries (no rates reqd.) Lumpsum 9999 1 13.52 13.52
o
255.68 71.6092568
.
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 2.5568 0.71609257
258.2368 72.3253494
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 38.73552 10.8488024
cost for 10 hole 296.97232 83.1741518
Cost per hole Each 29.697232 8.31741518 38.01
N 144040 Providing and fixing spun R.C.C. tapering vent shaft 450mm (clear dia. At
R the base and 150/125 mm dia at the top 9.10 metres over all length with
2 cowl including necessary excavation and concrete, complete, as per
4 standard plan
2
Cost for one vent shaft
Materials
R.C.C. tapering vent shaft 450mm (clear dia. At the base and 150/125 Each 9752 2500 1 2500.00
mm dia at the top 9.10 metres over all length with cowl
Earth work in excavation including refilling and disposal of surplus earth cum 81.36 1.22 99.26
Cement concrete 1:4:8 (1 cement: 4 fine sand : 8 graded stone aggregate cum 1751.75 0.88 1541.54
40 mm nominal size)
10mx0.53mx0.10m=0.53 cum .9x.9x.135=1.09 cum Less shaft
22/7x250mmx250mm110cm =0.21 cum total=.88 cum
Rate as per item no.031013. of SH concrete
C.C work 1:2:4 ( 1 cement: 2 coarse sand : 4 cum 2137.59 0.09 192.38
graded stone aggregate 20 mm nominal size )
.90x0.90x0.015m=0.12cum Less shaft 22/7x250mmx250x15 cm=0.09
cum Rate as per item no. 031023 of concrete
Labour:
Mistry Day 0130 158 0.5 79.00
Mason (brick layer) 1st class Day 0123 168 0.25 42.00
Mason (brick layer) 2nd class Day 0124 158 0.25 39.50
Beldar Day 0114 152 2 304.00
Sundries (no rates reqd.) Lumpsum 9999 1 69 69.00

533.50 4333.19
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 5.34 43.33
538.84 4376.52
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 80.83 656.48
Cost of each Each 619.66 5033.00 5652.66

Page 1594
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
E 144050 Supplying, fitting & fixing in position C.I. Jali with frame with cement
oR concrete 1:2:4 including all lead
.1
E
1 144051 300 mm x 600 mm jali weighing 23 Kg
R
1 Details of cost of each
1 Materials
C.I. Jali with frame 300 mm x 600 mm jalli weighing 23 Kg. Each 9750 1000 1 1000.00
Sand, stone grit etc. Lumpsum 9999 1 12 12.00
Sundries (no rates reqd.) Lumpsum 9999 1 6.15 6.15
Labour:
Mason (brick layer) 1st class Day 0123 168 0.333 55.94
Beldar Day 0114 152 0.333 50.62
106.56 1018.15
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 1.07 10.18
107.63 1028.33
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 16.14 154.25
Cost for one vent shaft Each 123.77 1182.58 1306.35
E 144052 450 mm x 600 mm jali weighing 56 Kg
R
1 Details of cost of each
1 Materials
C.I. Jali with frame 450 mm x 600 mm jalli weighing 56 Kg. Each 9751 2200 1 2200.00
Sand, stone grit etc. Lumpsum 9999 1 14 14.00
Sundries (no rates reqd.) Lumpsum 9999 1 6.15 10.83
Labour:
Mason (brick layer) 1st class Day 0123 168 0.333 55.94
Beldar Day 0114 152 0.333 50.62
106.56 2224.83
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 1.07 22.25
107.63 2247.08
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 16.14 337.06
Cost of each Each 123.77 2584.14 2707.91
E 144060 Supplying, fitting & fixing in position Polyelastomer Grating & R.C.P.C.
R Frame with hinge arrangement with cement conc. 1:2:4
1
E
1 144061 a) 12 MT load bearing capacity Polyelastomer rectangular grating with
R R.C.P.C. frame (Size of grating : 450 mm x 380 mm x 50 mm thick, size
1 of frame : 600 mm x 550 mm x 160 mm)
1
Details of cost of each

Page 1595
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
Materials
o
. 12 MT load bearing capacity Polyelastomer rectangular grating with Each 9747 1125 1 1125.00
R.C.P.C. frame (Size of grating : 450 mm x 380 mm x 50 mm thick, size
of frame : 600 mm x 550 mm x 160 mm).
Sand, stone grit etc. Lumpsum 9999 1 12 12.00
Sundries (no rates reqd.) Lumpsum 9999 1 14.5 14.50
Labour:
Mason (brick layer) 1st class Day 0123 168 0.333 55.94
Beldar Day 0114 152 0.333 50.62
106.56 1151.50
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 1.07 11.52
107.63 1163.02
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 16.14 174.45
Cost of each Each 123.77 1337.47 1461.24
E 144062 b) 3 MT load bearing capacity Polyelastomer rectangular grating with
R R.C.P.C. frame (Size of grating : 380 mm x 290 mm x 25 mm thick size of
1 frame : 480 mm x 410 mm x 90 mm)
1
Details of cost of each
Materials
3 MT load bearing capacity Polyelastomer rectangular grating with Each 9748 750 1 750.00
R.C.P.C. frame (Size of grating : 380 mm x 290 mm x 25 mm thick size of
frame : 480 mm x 410 mm x 90 mm).
Sand, stone grit etc. Lumpsum 9999 1 10 10.00
Sundries (no rates reqd.) Lumpsum 9999 1 7.9 7.90
Labour:
Mason (brick layer) 1st class Day 0123 168 0.333 55.94
Beldar Day 0114 152 0.333 50.62
106.56 767.90
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 1.07 7.68
107.63 775.58
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 16.14 116.34
Cost of each Each 123.77 891.92 1015.69
E 144063 c) 1 MT load bearing capacity Polyelastomer rectangular grating with
R R.C.P.C. frame (Size of grating : 290 mm x 210 mm x 25 mm thick size of
1 frame : 360 mm x 300 mm x 65 mm)
1
Details of cost of each
Materials

Page 1596
 Chapter-14 : Drainage Sewerage

SRItem No. Description Unit Rate Rate Quantity Labour Material Labour &
re Code (Rs.) Cost (Rs.) Cost (Rs.) Material
.f Cost (Rs.)
N.
1 MT load bearing capacity Polyelastomer rectangular grating with Each 9749 425 1 425.00
o R.C.P.C. frame (Size of grating : 290 mm x 210 mm x 25 mm thick size of
. frame : 360 mm x 300 mm x 65 mm).
Sand, stone grit etc. Lumpsum 9999 1 7 7.00
Sundries (no rates reqd.) Lumpsum 9999 1 7.9 4.00
Labour:
Mason (brick layer) 1st class Day 0123 168 0.333 55.94
Beldar Day 0114 152 0.333 50.62
106.56 436.00
Add for Water Charges @1% (no rates reqd.) Lumpsum 9997 0.01 1.07 4.36
107.63 440.36
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsum 9998 0.15 16.14 66.05
Cost of each Each 123.77 506.41 630.18

Page 1597
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Remarks

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A
A

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A
A
A

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A
A
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A
A
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A
A
A

A
A

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A
A

Page 1604
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Remarks

7467.435
8587.55025
9446.305275

10372.77
11410.047

Page 1605
 Chapter-14 : Drainage Sewerage

Remarks

A
A
B
B
B
B

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A
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B
B
B

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A
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B
B

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A
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B
B
B

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A
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B
B
B

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B
B

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Page 1643
 Chapter-15 : Sanitary Installation

CHAPTER - 15 : SANITARY INSTALLATION

R
Item No. Description Unit Rate Rate Quantity Labour Material
e Code (Rs.) Cost (Rs.) Cost (Rs.)
f
.
D151010 Providing and fixing water closet squatting pan (Indian type W.C. pan) with
S 100mm sand cast iron P or S trap, 10litre low level white P.V.C. flushing cistern
R with manually controlled device (handle lever) conforming to IS : 7231, with all
1 fittings and fixtures complete including cutting and making good the walls and
7 floors wherever required
.
1
D151011 White Vitreous China Orissa pattern W.C. pan of size 580x440-mm with integral
S type foot rests
R
Details of cost for one pan
1
Materials
Vitreous china orrisa type w.c. pan size 580 mm Each 1954 1148.00 1.00 1148.00
Flushing Cistern P.V.C. 10 Its capacity ( low level) (White) ( with fittings, Each 7358 800.00 1.00 800.00
accessories and flush pipe)
100 mm S.C.I. trap with vent heel Each 1896 225.00 1.00 225.00
Sand and grit etc. Lumpsu 9999 1.00 13.45 13.45
m
Carriage of materials Lumpsu 9999 1.00 26.91 0.00
m
Labour:
Fitter (Grade-1) Day 0116 168.00 1.25 210.00
Mason (brick layer) 1st class Day 0123 168.00 0.50 84.00
Beldar Day 0114 152.00 1.00 152.00
446.00 2186.45
Add for Water Charges @1% (no rates reqd.) 0.01 4.46 21.86
450.46 2208.31
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 67.57 331.25
Cost of one pan. Each 518.03 2539.56
D151012 Stainless Steel AISI- 304 (18/8) Orissa pattern W.C. pan of size 585x480 mm
S with integrated type foot rests
R
Details of cost for one pan
1
Materials
Salem Stainless steel AISI-304 (18/8) Orrisa pattern W.C. pan 724mmx578mm Each 7805 3000.00 1.00 3000.00

Page 1644
 Chapter-15 : Sanitary Installation

Flushing Cistern P.V.C. 10 Its capacity ( low level) (White) ( with fittings, Each 7358 800.00 1.00 800.00
accessories and flush pipe)
100 mm S.C.I. trap with vent heel Each 1896 225.00 1.00 225.00
Sand and grit etc. Lumpsu 9999 1.00 13.45 13.45
m
Carriage of materials Lumpsu 9999 1.00 26.91 0.00
m
Labour:
Fitter (Grade-1) Day 0116 168.00 1.25 210.00
Mason (brick layer) 1st class Day 0123 168.00 0.50 84.00
Beldar Day 0114 152.00 1.00 152.00
446.00 4038.45
Add for Water Charges @1% (no rates reqd.) 0.01 4.46 40.38
450.46 4078.83
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 67.57 611.83
Cost of one pan. Each 518.03 4690.66
D151020 Providing and fixing white vitreous china pedestal type water closet (European
S type W.C. pan) with seat and lid, 10litre low level white, P.V.C. flushing cistern
R with manually controlled device (handle lever) conforming to IS: 7231, with all
1 fittings and fixtures complete including cutting and making good the walls and
7 floors wherever required
.
2
D151021 W.C. pan with ISI marked white solid plastic seat and lid
S
R Details of cost for one pan
1
Materials
White plastic seat (solid) with lid C.P. brass hinges and rubber buffers Each 1875 375.00 1.00 375.00
Vitreous china pedestal type water closet Each 1955 800.00 1.00 800.00
Flushing Cistern P.V.C. 10 Its capacity ( low level) (White) ( with fittings, Each 7358 800.00 1.00 800.00
accessories and flush pipe)
Sand and grit etc. Lumpsu 9999 1.00 13.45 13.45
m
Carriage of materials Lumpsu 9999 1.00 26.91 0.00
m
Labour:
Fitter (Grade-1) Day 0116 168.00 1.25 210.00
Mason (brick layer) 1st class Day 0123 168.00 0.50 84.00
Beldar Day 0114 152.00 1.00 152.00
446.00 1988.45
Add for Water Charges @1% (no rates reqd.) 0.01 4.46 19.88
450.46 2008.33

Page 1645
 Chapter-15 : Sanitary Installation

Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 67.57 301.25
Cost of one pan. Each 518.03 2309.58
D151022 W.C. pan with ISI marked black solid plastic seat and lid
S
R Details of cost for one pan
1
Materials
Black plastic seat (solid) with lid C.P. brass hinges and rubber buffers Each 1876 350.00 1.00 350.00
Vitreous china pedestal type water closet Each 1955 800.00 1.00 800.00
Flushing Cistern P.V.C. 10 Its capacity ( low level) (White) ( with fittings, Each 7358 800.00 1.00 800.00
accessories and flush pipe)
Sand and grit etc. Lumpsu 9999 1.00 13.45 13.45
m
Carriage of materials Lumpsu 9999 1.00 26.91 0.00
m
Labour:
Fitter (Grade-1) Day 0116 168.00 1.25 210.00
Mason (brick layer) 1st class Day 0123 168.00 0.50 84.00
Beldar Day 0114 152.00 1.00 152.00
446.00 1963.45
Add for Water Charges @1% (no rates reqd.) 0.01 4.46 19.63
450.46 1983.08
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 67.57 297.46
Cost of one pan. Each 518.03 2280.55
D151030 Providing and fixing white vitreous china pedestal type water closet (European
S type) with seat and lid, 10litre low level white vitreous china flushing cistern and
R C.P flush bend with fittings & C.I./ M.S. brackets, 40mm flush bend, overflow
1 arrangement with specials of standard make and mosquito proof coupling of
7 approved municipal design complete including painting of fittings and brackets,
. cutting and making good the walls and floors wherever required
3
/
0
7
D151031 W.C. pan with ISI marked white solid plastic seat and lid.
S
R Details of cost for one pan
1
Materials
White plastic seat (solid) with lid C.P. brass hinges and rubber buffers Each 1875 375.00 1.00 375.00
Vitreous china pedestal type water closet Each 1955 800.00 1.00 800.00
Vitreous china 10 litres low level cistern with fittings Each 7006 1500.00 1.00 1500.00
Overflow arrangement and specials for oveflow pipe Lumpsu 9999 1.00 62.79 62.79
m

Page 1646
 Chapter-15 : Sanitary Installation

Mosquito proof coupling of approved design Each 1350 30.00 1.00 30.00
Plugs,screws etc. Lumpsu 9999 1.00 13.52 13.52
m
Red lead, white lead and gasket Lumpsu 9999 1.00 16.12 16.12
m
Sand and grit etc. Lumpsu 9999 1.00 13.45 13.45
m
Carriage of materials Lumpsu 9999 1.00 26.91 0.00
m
Labour:
Fitter (Grade-1) Day 0116 168.00 1.00 168.00
Mason (brick layer) 1st class Day 0123 168.00 1.00 168.00
Beldar Day 0114 152.00 1.00 152.00
488.00 2810.88
Add for Water Charges @1% (no rates reqd.) 0.01 4.88 28.11
492.88 2838.99
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 73.93 425.85
Cost of one pan. Each 566.81 3264.84
D151032 W.C. pan with ISI marked black solid plastic seat and lid.
S
R
1 Details of cost for one pan
Materials
Black plastic seat (solid) with lid C.P. brass hinges and rubber buffers Each 1876 350.00 1.00 350.00
Vitreous china pedestal type water closet Each 1955 800.00 1.00 800.00
Vitreous china 10 litres low level cistern with fittings Each 7006 1500.00 1.00 1500.00
Overflow arrangement and specials for oveflow pipe Lumpsu 9999 1.00 62.79 62.79
m
Mosquito proof coupling of approved design Each 1350 30.00 1.00 30.00
Plugs,screws etc. Lumpsu 9999 1.00 13.52 13.52
m
Red lead, white lead and gasket Lumpsu 9999 1.00 16.12 16.12
m
Sand and grit etc. Lumpsu 9999 1.00 13.45 13.45
m
Carriage of materials Lumpsu 9999 1.00 26.91 0.00
m
Labour:
Fitter (Grade-1) Day 0116 168.00 1.00 168.00
Mason (brick layer) 1st class Day 0123 168.00 1.00 168.00
Beldar Day 0114 152.00 1.00 152.00
488.00 2785.88

Page 1647
 Chapter-15 : Sanitary Installation

Add for Water Charges @1% (no rates reqd.) 0.01 4.88 27.86
492.88 2813.74
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 73.93 422.06
Cost of one pan. Each 566.81 3235.80
D151040 Providing and fixing white vitreous china flat back or wall corner type lipped
S front urinal basin of 430x260x350mm and 340x410x265mm sizes respectively
R with automatic flushing cistern , with standard flush pipe and C.P. brass
1 spreaders with brass unions and G.I. clamps complete, including painting of
7 fittings and brackets, cutting and making good the walls and floors wherever
. required
4
/
0
D151041 One urinal basin with 5litre white P.V.C. automatic flushing cistern
S
R
1 Details of cost for one no.
Materials
Vitreous china lipped front urinal Each 1913 600.00 1.00 600.00
P.V.C. automatic flushing cistern 5 Its capacity Each 7359 500.00 1.00 500.00
G.I. flush pipe and C.P. brass spreader including C.P. connecting pipe Single Each 7375 350.00 1.00 350.00
lipped urinal
Red lead, white lead and gasket Lumpsu 9999 1.00 13.52 13.52
m
Plugs,screws etc. Lumpsu 9999 1.00 13.52 13.52
m
Sand and grit etc. Lumpsu 9999 1.00 6.80 6.80
m
Painting of fittings etc. Lumpsu 9999 1.00 39.00 39.00
m
Carriage of materials Lumpsu 9999 1.00 26.91 0.00
m
Labour:
Fitter (Grade-1) Day 0116 168.00 0.88 147.84
Mason (brick layer) 1st class Day 0123 168.00 0.88 147.84
Beldar Day 0114 152.00 1.50 228.00
523.68 1522.84
Add for Water Charges @1% (no rates reqd.) 0.01 5.24 15.23
528.92 1538.07
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 79.34 230.71
Cost of one no. Each 608.25 1768.78
D151042 Range of two urinal basins with 10 litre white P.V.C. automatic flushing cistern
S
R
1
Page 1648
 Chapter-15 : Sanitary Installation

Details of cost for one no.

Materials
Vitreous china lipped front urinal Each 1913 600.00 2.00 1200.00
P.V.C. automatic flushing cistern 10Its capacity Each 7361 800.00 1.00 800.00
G.I. flush pipe and C.P. brass spreader including C.P. connecting pipe Range Each 7376 800.00 1.00 800.00
of two lipped urinals
Red lead, white lead and gasket Lumpsu 9999 1.00 20.28 20.28
m
Plugs,screws etc. Lumpsu 9999 1.00 20.28 20.28
m
Sand and grit etc. Lumpsu 9999 1.00 10.40 10.40
m
Painting of fittings etc. Lumpsu 9999 1.00 39.00 39.00
m
Carriage of materials Lumpsu 9999 1.00 26.91 0.00
m
Labour:
Fitter (Grade-1) Day 0116 168.00 1.50 252.00
Mason (brick layer) 1st class Day 0123 168.00 1.50 252.00
Beldar Day 0114 152.00 2.00 304.00
808.00 2889.96
Add for Water Charges @1% (no rates reqd.) 0.01 8.08 28.90
816.08 2918.86
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 122.41 437.83
Cost of one no. Each 938.49 3356.69
D151043 Range of three urinal basins with 10litre white P.V.C. automatic flushing cistern
S
R
1 Details of cost for one no.
Materials
Vitreous china lipped front urinal Each 1913 600.00 3.00 1800.00
P.V.C. automatic flushing cistern 10Its capacity Each 7361 800.00 1.00 800.00
G.I. flush pipe and C.P. brass spreader including C.P. connecting pipe Range Each 7377 1500.00 1.00 1500.00
of three lipped urinals
Red lead, white lead and gasket Lumpsu 9999 1.00 33.67 33.67
m
Plugs,screws etc. Lumpsu 9999 1.00 33.67 33.67
m
Sand and grit etc. Lumpsu 9999 1.00 16.70 16.70
m
Painting of fittings etc. Lumpsu 9999 1.00 39.00 39.00
m

Page 1649
 Chapter-15 : Sanitary Installation

Carriage of materials Lumpsu 9999 1.00 40.30 0.00

m
Labour:
Fitter (Grade-1) Day 0116 168.00 2.00 336.00
Mason (brick layer) 1st class Day 0123 168.00 2.00 336.00
Beldar Day 0114 152.00 3.00 456.00
1128.00 4223.04
Add for Water Charges @1% (no rates reqd.) 0.01 11.28 42.23
1139.28 4265.27
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 170.89 639.79
Cost of one no. Each 1310.17 4905.06
D151044 Range of four urinal basins with 15 litre white P.V.C. automatic flushing cistern
S
R
1 Details of cost for one no.
Materials
Vitreous china lipped front urinal Each 1913 600.00 4.00 2400.00
P.V.C. automatic flushing cistern 15 Its capacity Each 9688 640.00 1.00 640.00
G.I. flush pipe and C.P. brass spreader including C.P.connecting pipe Range of Each 7378 1500.00 1.00 1500.00
four lipped urinals
Red lead, white lead and gasket Lumpsu 9999 1.00 53.82 53.82
m
Plugs,screws etc. Lumpsu 9999 1.00 53.82 53.82
m
Sand and grit etc. Lumpsu 9999 1.00 26.90 26.90
m
Painting of fittings etc. Lumpsu 9999 1.00 39.00 39.00
m
Carriage of materials Lumpsu 9999 1.00 53.82 0.00
m
Labour:
Fitter (Grade-1) Day 0116 168.00 3.00 504.00
Mason (brick layer) 1st class Day 0123 168.00 3.00 504.00
Beldar Day 0114 152.00 4.00 608.00
1616.00 4713.54
Add for Water Charges @1% (no rates reqd.) 0.01 16.16 47.14
1632.16 4760.68
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 244.82 714.10
Cost of one no. Each 1876.98 5474.78

Page 1650
 Chapter-15 : Sanitary Installation

D151050 Providing and fixing white, vitreous china flat back half stall urinal of
S 580x380x350mm with white P.V.C. automatic flushing cistern, with fittings,
R standard size C.P. brass flush pipe, spreaders with unions and clamps (all in
1 C.P. brass) with waste fitting as per IS: 2556, C.I. trap with outlet grating and
7 other coupling in C.P. brass including painting of fittings and cutting and making
. good the walls and floors wherever required
5
/
0
7
D151051 Single half stall urinal with 5litre P.V.C. automatic flushing cistern
S
R
1 Details of cost for one no.
Materials
White vitreous china clay half stall urinal flat back 580x380x350 mm or angle Each 7379 1000.00 1.00 1000.00
back 450x375x350 mm with waste fittings as per IS : 2556
P.V.C. automatic flushing cistern 5 Its capacity Each 7359 500.00 1.00 500.00
Flush pipe with union spreaders and clamps all in C.P. brass for single stall Each 1532 250.00 1.00 250.00
C.I. trap for standard urinal with vent arm with operating and other couplings in Each 1891 225.00 1.00 225.00
C.P. brass : 50 mm dia
Red lead, white lead and gasket Lumpsu 9999 1.00 17.55 17.55
m
Sand and grit etc. Lumpsu 9999 1.00 13.45 13.45
m
Painting of fittings etc. Lumpsu 9999 1.00 26.00 26.00
m
Carriage of materials Lumpsu 9999 1.00 40.43 0.00
m
Labour:
Fitter (Grade-1) Day 0116 168.00 1.75 294.00
Mason (brick layer) 1st class Day 0123 168.00 2.00 336.00
Beldar Day 0114 152.00 4.00 608.00
1238.00 2032.00
Add for Water Charges @1% (no rates reqd.) 0.01 12.38 20.32
1250.38 2052.32
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 187.56 307.85
Cost of one no. Each 1437.94 2360.17
D151052 Range of two half stall urinals with 5litre P.V.C. automatic flushing cistern
S
R
1 Details of cost for one no.
Materials

Page 1651
 Chapter-15 : Sanitary Installation

White vitreous china clay half stall urinal flat back 580x380x350 mm or angle Each 7379 1000.00 2.00 2000.00
back 450x375x350 mm with waste fittings as per IS : 2556
P.V.C. automatic flushing cistern 5 Its capacity Each 7359 500.00 1.00 500.00
Flush pipe with union spreaders and clamps all in C.P. brass for double stall Each 1533 300.00 1.00 300.00
C.I. trap for standard urinal with vent arm with operating and other couplings in Each 1891 225.00 1.00 225.00
C.P. brass : 50 mm dia
Red lead, white lead and gasket Lumpsu 9999 1.00 17.55 17.55
m
Sand and grit etc. Lumpsu 9999 1.00 26.90 26.90
m
Painting of fittings etc. Lumpsu 9999 1.00 26.00 26.00
m
Carriage of materials Lumpsu 9999 1.00 53.82 0.00
m
Labour:
Fitter (Grade-1) Day 0116 168.00 2.50 420.00
Mason (brick layer) 1st class Day 0123 168.00 3.00 504.00
Beldar Day 0114 152.00 6.00 912.00
1836.00 3095.45
Add for Water Charges @1% (no rates reqd.) 0.01 18.36 30.95
1854.36 3126.40
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 278.15 468.96
Cost of one no. Each 2132.51 3595.37
D151053 Range of three half stall urinals with 10litre P.V.C. automatic flushing cistern
S
R
Details of cost for one no.
1
Materials
White vitreous china clay half stall urinal flat back 580x380x350 mm or angle Each 7379 1000.00 3.00 3000.00
back 450x375x350 mm with waste fittings as per IS : 2556
P.V.C. automatic flushing cistern 10Its capacity Each 7361 800.00 1.00 800.00
Flush pipe with union spreaders and clamps all in C.P. brass for range of three Each 1534 950.00 1.00 950.00
stall
C.I. trap for standard urinal with vent arm with operating and other couplings in Each 1893 100.00 1.00 100.00
C.P. Brass 80 mm dia
Red lead, white lead and gasket Lumpsu 9999 1.00 17.55 17.55
m
Sand and grit etc. Lumpsu 9999 1.00 40.35 40.35
m
Painting of fittings etc. Lumpsu 9999 1.00 26.00 26.00
m

Page 1652
 Chapter-15 : Sanitary Installation

Carriage of materials Lumpsu 9999 1.00 67.21 0.00

m
Labour:
Fitter (Grade-1) Day 0116 168.00 3.00 504.00
Mason (brick layer) 1st class Day 0123 168.00 3.50 588.00
Beldar Day 0114 152.00 7.00 1064.00
2156.00 4933.90
Add for Water Charges @1% (no rates reqd.) 0.01 21.56 49.34
2177.56 4983.24
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 326.63 747.49
Cost of one no. Each 2504.19 5730.72
D151054 Range of four half stall urinals with 10litre P.V.C. automatic flushing cistern
S
R
Details of cost for one no.
1
Materials
White vitreous china clay half stall urinal flat back 580x380x350 mm or angle Each 7379 1000.00 4.00 4000.00
back 450x375x350 mm with waste fittings as per IS : 2556
P.V.C. automatic flushing cistern 10Its capacity Each 7361 800.00 1.00 800.00
Flush pipe with union spreaders and clamps all in C.P. brass for range of four Each 1535 1200.00 1.00 1200.00
stall
C.I. trap for standard urinal with vent arm with operating and other couplings in Each 1893 100.00 1.00 100.00
C.P. Brass 80 mm dia
Red lead, white lead and gasket Lumpsu 9999 1.00 17.55 17.55
m
Sand and grit etc. Lumpsu 9999 1.00 53.50 53.50
m
Painting of fittings etc. Lumpsu 9999 1.00 39.00 39.00
m
Carriage of materials Lumpsu 9999 1.00 80.73 0.00
m
Labour:
Fitter (Grade-1) Day 0116 168.00 3.50 588.00
Mason (brick layer) 1st class Day 0123 168.00 4.00 672.00
Beldar Day 0114 152.00 8.00 1216.00
2476.00 6210.05
Add for Water Charges @1% (no rates reqd.) 0.01 24.76 62.10
2500.76 6272.15
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 375.11 940.82
Cost of one no. Each 2875.87 7212.97

Page 1653
 Chapter-15 : Sanitary Installation

D151060 Providing and fixing one piece construction white vitreous china squatting plate
S with an integral longitudinal flushing pipe, white, P.V.C. automatic flushing
R cistern, with fittings, standard size G.I. flush pipe for back and front flush with
1 standard spreader pipes with fittings, G.I. clamps and C.P. brass coupling
7 complete including painting of fittings and cutting and making good the walls
. and floors etc. wherever required
6
/
0
7
D151061 Single squatting plate of 600x350 mm size with 5litre P.V.C. automatic flushing
S cistern
R
1 Details of cost for one no.
Materials
Vitreous china squatting plate urinal Each 1915 800.00 1.00 800.00
P.V.C. automatic flushing cistern 5 Its capacity Each 7359 500.00 1.00 500.00
Flush pipe and spreaders G.I.for single set of one squatting plate urinal Each 1540 850.00 1.00 850.00
Red lead, white lead and gasket Lumpsu 9999 1.00 17.55 17.55
m
Sand and grit etc. Lumpsu 9999 1.00 13.45 13.45
m
Painting of fittings etc. Lumpsu 9999 1.00 26.00 26.00
m
Carriage of materials Lumpsu 9999 1.00 26.91 0.00
m
Labour:
Fitter (Grade-1) Day 0116 168.00 1.75 294.00
Mason (brick layer) 1st class Day 0123 168.00 0.75 126.00
Beldar Day 0114 152.00 3.00 456.00
876.00 2207.00
Add for Water Charges @1% (no rates reqd.) 0.01 8.76 22.07
884.76 2229.07
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 132.71 334.36
Cost of one no. Each 1017.47 2563.43
D151062 Range of two squatting plates with 5litre P.V.C. automatic flushing cistern
S
R
1 Details of cost for one no.
Materials
Vitreous china squatting plate urinal Each 1915 800.00 2.00 1600.00
P.V.C. automatic flushing cistern 5 Its capacity Each 7359 500.00 1.00 500.00
Flush pipe and spreaders G.l.for range of two squatting plates urinal Each 1541 1050.00 1.00 1050.00

Page 1654
 Chapter-15 : Sanitary Installation

Red lead, white lead and gasket Lumpsu 9999 1.00 17.55 17.55
m
Sand and grit etc. Lumpsu 9999 1.00 26.90 26.90
m
Painting of fittings etc. Lumpsu 9999 1.00 26.00 26.00
m
Carriage of materials Lumpsu 9999 1.00 33.15 0.00
m
Labour:
Fitter (Grade-1) Day 0116 168.00 2.50 420.00
Mason (brick layer) 1st class Day 0123 168.00 1.50 252.00
Beldar Day 0114 152.00 4.00 608.00
1280.00 3220.45
Add for Water Charges @1% (no rates reqd.) 0.01 12.80 32.20
1292.80 3252.65
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 193.92 487.90
Cost of one no. Each 1486.72 3740.55
D151063 Range of three squatting plates with 10litre P.V.C. automatic flushing cistern
S
R
1 Details of cost for one no.
Materials
Vitreous china squatting plate urinal Each 1915 800.00 3.00 2400.00
P.V.C. automatic flushing cistern 10Its capacity Each 7361 800.00 1.00 800.00
Flush pipe and spre~ders G.l.for range of three squatting plates urinal Each 1542 1350.00 1.00 1350.00
Red lead, white lead and gasket Lumpsu 9999 1.00 17.55 17.55
m
Sand and grit etc. Lumpsu 9999 1.00 40.35 40.35
m
Painting of fittings etc. Lumpsu 9999 1.00 26.00 26.00
m
Carriage of materials Lumpsu 9999 1.00 42.12 0.00
m
Labour:
Fitter (Grade-1) Day 0116 168.00 3.00 504.00
Mason (brick layer) 1st class Day 0123 168.00 1.50 252.00
Beldar Day 0114 152.00 5.00 760.00
1516.00 4633.90
Add for Water Charges @1% (no rates reqd.) 0.01 15.16 46.34
1531.16 4680.24
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 229.67 702.04

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Cost of one no. Each 1760.83 5382.27

D151064 Range of four squatting plates with 10litre P.V.C. automatic flushing cistern
S
R
1
Details of cost for one no.
Materials
Vitreous china squatting plate urinal Each 1915 800.00 4.00 3200.00
P.V.C. automatic flushing cistern 10Its capacity Each 7361 800.00 1.00 800.00
Flush pipe and spreaders G.l.for range of four squatting plates urinal Each 1543 1600.00 1.00 1600.00
Red lead, white lead and gasket Lumpsu 9999 1.00 17.55 17.55
m
Sand and grit etc. Lumpsu 9999 1.00 53.50 53.50
m
Painting of fittings etc. Lumpsu 9999 1.00 26.00 26.00
m
Carriage of materials Lumpsu 9999 1.00 69.03 0.00
m
Labour:
Fitter (Grade-1) Day 0116 168.00 3.50 588.00
Mason (brick layer) 1st class Day 0123 168.00 1.75 294.00
Beldar Day 0114 152.00 5.50 836.00
1718.00 5697.05
Add for Water Charges @1% (no rates reqd.) 0.01 17.18 56.97
1735.18 5754.02
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 260.28 863.10
Cost of one no. Each 1995.46 6617.12
D151070 Providing and fixing wash basin with C.I./ M.S. brackets, 15mm C.P. brass pillar
S taps, 32mm C.P. brass waste of standard pattern, including painting of fittings
R and brackets, cutting and making good the walls wherever required
1
7
D151071 white, vitreous china wash basin size 630x450mm with a pair of 15mm C.P.
S brass pillar taps
R
1 Details of cost for one no.
Materials
Vitreous china flat back wash basin 630x450 mm Each 1947 650.00 1.00 650.00
15 mm C.P. brass tap Each 1885 250.00 2.00 500.00
C.P. brass waste 32 mm Each 1951 60.00 1.00 60.00
C.I. bracket for wash basin and sinks pair 1309 200.00 1.00 200.00
Red lead, white lead and gasket Lumpsu 9999 1.00 16.12 16.12
m

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Sand and grit etc. Lumpsu 9999 1.00 6.70 6.70

m
Painting of brackets, fittings etc. Lumpsu 9999 1.00 26.91 26.91
m
Carriage of materials Lumpsu 9999 1.00 13.52 0.00
m
Labour:
Fitter (Grade-1) Day 0116 168.00 0.33 55.44
Mason (brick layer) 1st class Day 0123 168.00 0.33 55.44
Beldar Day 0114 152.00 0.67 101.84
212.72 1459.73
Add for Water Charges @1% (no rates reqd.) 0.01 2.13 14.60
214.85 1474.33
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 32.23 221.15
Cost of one no. Each 247.07 1695.48
D151072 white vitreous china wash basin size 630x450mm with a single 15mm C.P.
S brass pillar taps
R
1 Details of cost for one no.
Materials
Vitreous china flat back wash basin 630x450 mm Each 1947 650.00 1.00 650.00
15 mm C.P. brass tap Each 1885 250.00 1.00 250.00
C.P. brass waste 32 mm Each 1951 60.00 1.00 60.00
C.I. bracket for wash basin and sinks pair 1309 200.00 1.00 200.00
Red lead, white lead and gasket Lumpsu 9999 1.00 16.12 16.12
m
Sand and grit etc. Lumpsu 9999 1.00 6.70 6.70
m
Painting of brackets, fittings etc. Lumpsu 9999 1.00 26.91 26.91
m
Carriage of materials Lumpsu 9999 1.00 13.52 0.00
m
Labour:
Fitter (Grade-1) Day 0116 168.00 0.30 50.40
Mason (brick layer) 1st class Day 0123 168.00 0.33 55.44
Beldar Day 0114 152.00 0.63 95.76
201.60 1209.73
Add for Water Charges @1% (no rates reqd.) 0.01 2.02 12.10
203.62 1221.83
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 30.54 183.27
Cost of one no. Each 234.16 1405.10

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D151073 white vitreous china wash basin size 550x400mm with a pair of 15mm C.P.
S brass pillar taps
R
1 Details of cost for one no.
Materials
Vitreous China flat back wash basin 550x400 mm Each 3229 450.00 1.00 450.00
15 mm C.P. brass tap Each 1885 250.00 2.00 500.00
C.P. brass waste 32 mm Each 1951 60.00 1.00 60.00
C.I. bracket for wash basin and sinks pair 1309 200.00 1.00 200.00
Red lead, white lead and gasket Lumpsu 9999 1.00 16.12 16.12
m
Sand and grit etc. Lumpsu 9999 1.00 6.70 6.70
m
Painting of brackets, fittings etc. Lumpsu 9999 1.00 26.91 26.91
m
Carriage of materials Lumpsu 9999 1.00 13.52 0.00
m
Labour:
Fitter (Grade-1) Day 0116 168.00 0.33 55.44
Mason (brick layer) 1st class Day 0123 168.00 0.33 55.44
Beldar Day 0114 152.00 0.67 101.84
212.72 1259.73
Add for Water Charges @1% (no rates reqd.) 0.01 2.13 12.60
214.85 1272.33
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 32.23 190.85
Cost of one no. Each 247.07 1463.18
D151074 white vitreous china flat back wash basin size 550x400mm with single 15mm
S C.P. brass pillar tap
R
1 Details of cost for one no.
Materials
Vitreous China flat back wash basin 550x400 mm Each 3229 450.00 1.00 450.00
15 mm C.P. brass tap Each 1885 250.00 1.00 250.00
C.P. brass waste 32 mm Each 1951 60.00 1.00 60.00
C.I. bracket for wash basin and sinks pair 1309 200.00 1.00 200.00
Red lead, white lead and gasket Lumpsu 9999 1.00 16.12 16.12
m
Sand and grit etc. Lumpsu 9999 1.00 6.70 6.70
m
Painting of brackets, fittings etc. Lumpsu 9999 1.00 26.91 26.91
m

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 Chapter-15 : Sanitary Installation

Carriage of materials Lumpsu 9999 1.00 13.52 0.00

m
Labour:
Fitter (Grade-1) Day 0116 168.00 0.30 50.40
Mason (brick layer) 1st class Day 0123 168.00 0.33 55.44
Beldar Day 0114 152.00 0.63 95.76
201.60 1009.73
Add for Water Charges @1% (no rates reqd.) 0.01 2.02 10.10
203.62 1019.83
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 30.54 152.97
Cost of one no. Each 234.16 1172.80
D151075 white vitreous china angle back wash basin size 600x480mm with single 15mm
S C.P. brass pillar tap
R
1 Details of cost for one no.
Materials
Vitreous china flat back wash basin 600x480 mm Each 1949 600.00 1.00 600.00
15 mm C.P. brass tap Each 1885 250.00 1.00 250.00
C.P. brass waste 32 mm Each 1951 60.00 1.00 60.00
C.I. bracket for wash basin and sinks pair 1309 200.00 1.00 200.00
Red lead, white lead and gasket Lumpsu 9999 1.00 16.12 16.12
m
Sand and grit etc. Lumpsu 9999 1.00 6.70 6.70
m
Painting of brackets, fittings etc. Lumpsu 9999 1.00 26.91 26.91
m
Carriage of materials Lumpsu 9999 1.00 13.52 0.00
m
Labour:
Fitter (Grade-1) Day 0116 168.00 0.30 50.40
Mason (brick layer) 1st class Day 0123 168.00 0.33 55.44
Beldar Day 0114 152.00 0.63 95.76
201.60 1159.73
Add for Water Charges @1% (no rates reqd.) 0.01 2.02 11.60
203.62 1171.33
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 30.54 175.70
Cost of one no. Each 234.16 1347.03
D151076 white vitreous china angle back wash basin size 400x400mm with single 15mm
S C.P. brass pillar tap
R
1 Details of cost for one no.
Materials

Page 1659
 Chapter-15 : Sanitary Installation

Vitreous china flat back wash basin 400x400 mm Each 1950 450.00 1.00 450.00
15 mm C.P. brass tap Each 1885 250.00 1.00 250.00
C.P. brass waste 32 mm Each 1951 60.00 1.00 60.00
C.I. bracket for wash basin and sinks pair 1309 200.00 1.00 200.00
Red lead, white lead and gasket Lumpsu 9999 1.00 16.12 16.12
m
Sand and grit etc. Lumpsu 9999 1.00 6.70 6.70
m
Painting of brackets, fittings etc. Lumpsu 9999 1.00 26.91 26.91
m
Carriage of materials Lumpsu 9999 1.00 13.52 0.00
m
Labour:
Fitter (Grade-1) Day 0116 168.00 0.30 50.40
Mason (brick layer) 1st class Day 0123 168.00 0.33 55.44
Beldar Day 0114 152.00 0.63 95.76
201.60 1009.73
Add for Water Charges @1% (no rates reqd.) 0.01 2.02 10.10
203.62 1019.83
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 30.54 152.97
Cost of one no. Each 234.16 1172.80
D151077 white, vitreous china flat back wash basin size 450x300mm with single 15mm
S C.P. brass pillar tap
R
1 Details of cost for one no.
Materials
Vitreous china flat back wash basin 450x300 mm Each 7004 1200.00 1.00 1200.00
15 mm C.P. brass tap Each 1885 250.00 1.00 250.00
C.P. brass waste 32 mm Each 1951 60.00 1.00 60.00
C.I. bracket for wash basin and sinks pair 1309 200.00 1.00 200.00
Red lead, white lead and gasket Lumpsu 9999 1.00 16.12 16.12
m
Sand and grit etc. Lumpsu 9999 1.00 6.70 6.70
m
Painting of brackets, fittings etc. Lumpsu 9999 1.00 26.91 26.91
m
Carriage of materials Lumpsu 9999 1.00 13.52 0.00
m
Labour:
Fitter (Grade-1) Day 0116 168.00 0.30 50.40
Mason (brick layer) 1st class Day 0123 168.00 0.33 55.44
Beldar Day 0114 152.00 0.63 95.76

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201.60 1759.73
Add for Water Charges @1% (no rates reqd.) 0.01 2.02 17.60
203.62 1777.33
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 30.54 266.60
Cost of one no. Each 234.16 2043.93
D151078 white, vitreous china surgeon type wash basin of size 660x460mm with a pair of
S 15mm C.P. brass pillar taps with elbow operated levers
R
1
Details of cost for one no.
Materials
Vitreous China surgeon type wash basin of size 660x460 mm Each 3213 850.00 1.00 850.00
15 mm C.P. brass tap with elbow operation lever Each 7363 375.00 2.00 750.00
C.P. brass waste 32 mm Each 1951 60.00 1.00 60.00
C.I. bracket for wash basin and sinks pair 1309 200.00 1.00 200.00
Red lead, white lead and gasket Lumpsu 9999 1.00 16.12 16.12
m
Sand and grit etc. Lumpsu 9999 1.00 6.70 6.70
m
Painting of brackets, fittings etc. Lumpsu 9999 1.00 26.91 26.91
m
Carriage of materials Lumpsu 9999 1.00 13.52 0.00
m
Labour:
Fitter (Grade-1) Day 0116 168.00 0.33 55.44
Mason (brick layer) 1st class Day 0123 168.00 0.33 55.44
Beldar Day 0114 152.00 0.67 101.84
212.72 1909.73
Add for Water Charges @1% (no rates reqd.) 0.01 2.13 19.10
214.85 1928.83
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 32.23 289.32
Cost of one no. Each 247.07 2218.15
151079 white, vitreous china flat back wash basin size 520X520 mm corner type with
N single 15mm C.P. brass pillar tap
S
Details of cost for one no.
Materials
Vitreous china flat back wash basin 520x520 mm corner type Each 9689 550.00 1.00 550.00
15 mm C.P. brass tap Each 1885 250.00 1.00 250.00
C.P. brass waste 32 mm Each 1951 60.00 1.00 60.00
C.I. bracket for wash basin and sinks pair 1309 200.00 1.00 200.00

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 Chapter-15 : Sanitary Installation

Red lead, white lead and gasket Lumpsu 9999 1.00 16.12 16.12
m
Sand and grit etc. Lumpsu 9999 1.00 6.70 6.70
m
Painting of brackets, fittings etc. Lumpsu 9999 1.00 26.91 26.91
m
Carriage of materials Lumpsu 9999 1.00 13.52 0.00
m
Labour:
Fitter (Grade-1) Day 0116 168.00 0.30 50.40
Mason (brick layer) 1st class Day 0123 168.00 0.33 55.44
Beldar Day 0114 152.00 0.63 95.76
201.60 1109.73
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.02 11.10
m
203.62 1120.83
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 30.54 168.12
m
Cost of one no. Each 234.16 1288.95
D151081 White, vitreous china Surgeon type wash basin of size 660x460mm with single
S 15mm C.P. brass pillar taps with elbow operated levers ISI marked
R
1
Details of cost for one no.
Materials
Vitreous China surgeon type wash basin of size 660x460 mm Each 3213 850.00 1.00 850.00
15 mm C.P. brass tap with elbow operation lever Each 7363 375.00 1.00 375.00
C.P. brass waste 32 mm Each 1951 60.00 1.00 60.00
C.I. bracket for wash basin and sinks pair 1309 200.00 1.00 200.00
Red lead, white lead and gasket Lumpsu 9999 1.00 16.12 16.12
m
Sand and grit etc. Lumpsu 9999 1.00 6.70 6.70
m
Painting of brackets, fittings etc. Lumpsu 9999 1.00 26.91 26.91
m
Carriage of materials 9999 1.00 13.52 0.00
Labour:
Fitter (Grade-1) Day 0116 168.00 0.30 50.40
Mason (brick layer) 1st class Day 0123 168.00 0.33 55.44
Beldar Day 0114 152.00 0.63 95.76
201.60 1534.73

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Add for Water Charges @1% (no rates reqd.) 0.01 2.02 15.35
203.62 1550.08
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 30.54 232.51
Cost of one no. Each 234.16 1782.59
D151082 Stainless Steel AISI- 304 (18/8) Round basin 405x355mm with single 15mm
S C.P. brass pillar tap
R
1 Details of cost for one no.
Materials
Salem Stainless steel AISI-304 (18/8) Round basin 405mmx355mm Each 7806 1400.00 1.00 1400.00
15 mm C.P. brass tap Each 1885 250.00 1.00 250.00
C.P. brass waste 32 mm Each 1951 60.00 1.00 60.00
C.I. bracket for wash basin and sinks pair 1309 200.00 1.00 200.00
Red lead, white lead and gasket Lumpsu 9999 1.00 16.12 16.12
m
Sand and grit etc. Lumpsu 9999 1.00 6.70 6.70
m
Painting of brackets, fittings etc. Lumpsu 9999 1.00 26.91 26.91
m
Carriage of materials Lumpsu 9999 1.00 13.52 0.00
m
Labour:
Fitter (Grade-1) Day 0116 168.00 0.30 50.40
Mason (brick layer) 1st class Day 0123 168.00 0.33 55.44
Beldar Day 0114 152.00 0.63 95.76
201.60 1959.73
Add for Water Charges @1% (no rates reqd.) 0.01 2.02 19.60
203.62 1979.33
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 30.54 296.90
Cost of one no. Each 234.16 2276.23
D151083 Stainless Steel AISI- 304 (18/8) wash basin 530x345mm with single 15mm C.P.
S brass pillar tap
R
1 Details of cost for one no.
Materials
Salem Stainless steel AISI-304 (18/8) Wash basin 405mmx355mm Each 7807 1200.00 1.00 1200.00
15 mm C.P. brass tap Each 1885 250.00 1.00 250.00
C.P. brass waste 32 mm Each 1951 60.00 1.00 60.00
C.I. bracket for wash basin and sinks pair 1309 200.00 1.00 200.00
Red lead, white lead and gasket Lumpsu 9999 1.00 16.12 16.12
m

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 Chapter-15 : Sanitary Installation

Sand and grit etc. Lumpsu 9999 1.00 13.39 6.70

m
Painting of brackets, fittings etc. Lumpsu 9999 1.00 26.91 26.91
m
Carriage of materials Lumpsu 9999 1.00 13.52 0.00
m
Labour:
Fitter (Grade-1) Day 0116 168.00 0.30 50.40
Mason (brick layer) 1st class Day 0123 168.00 0.33 55.44
Beldar Day 0114 152.00 0.63 95.76
201.60 1759.73
Add for Water Charges @1% (no rates reqd.) 0.01 2.02 17.60
203.62 1777.33
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 30.54 266.60
Cost of one no. Each 234.16 2043.93
D151090 EXTRA for :
S
R
D151091 Providing 32mm dia. C.P. brass trap
1
S
R
1 Detail of cost of each
Materials
C.P. brass 32 mm dia Trap Each 1894 300.00 1.00 300.00

300.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 3.00
m
303.00
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 45.45
m
Cost of each Each 0.00 348.45
D151092 Providing 32mm dia. C.P. brass union
S
R
1 Detail of cost of each
Materials
CP Brass union 32 mm dia Each 9685 95.00 1.00 95.00

95.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.95
m
95.95

Page 1664
 Chapter-15 : Sanitary Installation

Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 14.39
m
Cost of each Each 0.00 110.34
N151100 Supplying and fixing white vitreous china circular wash basin category No. 1004
R group I, size 470 mm. dia with CP brass pillar tap, 32 mm. rubber plug and CP
/ brass chain, 32 mm. CP brass waste of standard pattern connected with GI
C waste pipe upto floor level and 32 mm. dia CP brass trap and unions complete
A including cutting and making good the walls etc. as a complete job
O

N
S
Details of cost for one no.
Materials
White vitreous china circular wash basin category No. 1004 group I, size 470 Each 9686 550.00 1.00 550.00
mm. dia
C P brass pillar tap for circular wash basin Each 9687 250.00 1.00 250.00
C.P. brass waste 32 mm Each 1951 60.00 1.00 60.00
C.I. bracket for wash basin and sinks pair 1309 200.00 1.00 200.00
Red lead, white lead and gasket Lumpsu 9999 1.00 16.12 16.12
m
Sand and grit etc. Lumpsu 9999 1.00 13.39 13.39
m
Painting of brackets, fittings etc. Lumpsu 9999 1.00 26.91 26.91
m
Sundries (no rates reqd.) Lumpsu 9999 1.00 13.52 13.52
m
Labour:
Fitter (Grade-1) Day 0116 168.00 0.30 50.40
Mason (brick layer) 1st class Day 0123 168.00 0.33 55.44
Beldar Day 0114 152.00 0.63 95.76
201.60 1129.94
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 2.02 11.30
m
203.62 1141.24
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 30.54 171.19
m
Cost of one no. Each 234.16 1312.43
D151110 Providing and fixing white, vitreous china pedestal for wash basin completely
S recessed at the back for the reception of pipes and fittings
R
1
Details of cost for one pedestal

Page 1665
 Chapter-15 : Sanitary Installation

Materials
Vitreous china pedestal for wash basin Each 1396 1800.00 1.00 1800.00
White cement mortar Lumpsu 9999 1.00 40.30 40.30
m
Sundries (no rates reqd.) Lumpsu 9999 1.00 20.20 20.20
m
Labour:
Fitter (Grade-1) Day 0116 168.00 0.10 16.80
Mason (brick layer) 1st class Day 0123 168.00 0.10 16.80
Beldar Day 0114 152.00 0.20 30.40 1860.50
64.00
Add for Water Charges @1% (no rates reqd.) 0.01 0.64 18.61
64.64 1879.11
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 9.70 281.87
Cost of one no. Each 74.34 2160.97
D152020 Providing and fixing Stainless Steel AISI- 304 (18/8) kitchen sink with drain
S board as per IS: 13983 with C.I. brackets and stainless steel plug 40mm
R including painting of fittings and brackets, cutting and making good the walls
1 wherever required
7
.
1
D152021 510x1040 mm bowl depth 250mm
S
R Details of cost for one no.
1 Materials
Stainless steel kitchen sink - with drain board bowl depth 250 mm with stainless Each 7095 1500.00 1.00 1500.00
steel plug
C.I. bracket for wash basin and sinks pair 1309 200.00 2.00 400.00
Sand and grit etc. Lumpsu 9999 1.00 13.50 13.50
m
Painting of brackets etc. Lumpsu 9999 1.00 26.91 26.91
m
Carriage of materials Lumpsu 9999 1.00 13.52 0.00
m
Labour:
Fitter (Grade-1) Day 0116 168.00 0.22 36.96
Mason (brick layer) 1st class Day 0123 168.00 0.60 100.80
Beldar Day 0114 152.00 0.82 124.64
262.40 1940.41
Add for Water Charges @1% (no rates reqd.) 0.01 2.62 19.40
265.02 1959.81
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 39.75 293.97

Page 1666
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Cost of one no. Each 304.78 2253.79

D152022 510x1040 mm bowl depth 225mm
S
R Details of cost for one no.
1
Materials
Stainless steel kitchen sink - with drain board 510 x 1040mm bowl depth 225 Each 7096 3000.00 1.00 3000.00
mm with stainless steel plug
C.I. bracket for wash basin and sinks pair 1309 200.00 2.00 400.00
Sand and grit etc. Lumpsu 9999 1.00 13.50 13.50
m
Painting of brackets etc. Lumpsu 9999 1.00 26.91 26.91
m
Carriage of materials Lumpsu 9999 1.00 13.52 0.00
m
Labour:
Fitter (Grade-1) Day 0116 168.00 0.22 36.96
Mason (brick layer) 1st class Day 0123 168.00 0.60 100.80
Beldar Day 0114 152.00 0.82 124.64
262.40 3440.41
Add for Water Charges @1% (no rates reqd.) 0.01 2.62 34.40
265.02 3474.81
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 39.75 521.22
Cost of one no. Each 304.78 3996.04
D152023 510x1040 mm bowl depth 200mm
S
R Details of cost for one no.
1
Materials
Stainless steel kitchen sink - with drain board 510 x 1040mm bowl depth 200 Each 7097 2800.00 1.00 2800.00
mm with stainless steel plug
C.I. bracket for wash basin and sinks pair 1309 200.00 2.00 400.00
Sand and grit etc. Lumpsu 9999 1.00 13.50 13.50
m
Painting of brackets etc. Lumpsu 9999 1.00 26.91 26.91
m
Carriage of materials Lumpsu 9999 1.00 13.52 0.00
m
Labour:
Fitter (Grade-1) Day 0116 168.00 0.22 36.96
Mason (brick layer) 1st class Day 0123 168.00 0.60 100.80
Beldar Day 0114 152.00 0.82 124.64
262.40 3240.41

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Add for Water Charges @1% (no rates reqd.) 0.01 2.62 32.40
265.02 3272.81
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 39.75 490.92
Cost of one no. Each 304.78 3763.74
D152024 510X1040 mm bowl depth 178mm
S
R
1 Details of cost for one no.
Materials
Stainless steel kitchen sink - with drain board 510x1040mm bowl depth 178 mm Each 7098 2600.00 1.00 2600.00
with stainless steel plug 40mm
C.I. bracket for wash basin and sinks pair 1309 200.00 2.00 400.00
Sand and grit etc. Lumpsu 9999 1.00 13.50 13.50
m
Painting of brackets etc. Lumpsu 9999 1.00 26.91 26.91
m
Carriage of materials Lumpsu 9999 1.00 13.52 0.00
m
Labour:
Fitter (Grade-1) Day 0116 168.00 0.22 36.96
Mason (brick layer) 1st class Day 0123 168.00 0.60 100.80
Beldar Day 0114 152.00 0.82 124.64
262.40 3040.41
Add for Water Charges @1% (no rates reqd.) 0.01 2.62 30.40
265.02 3070.81
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 39.75 460.62
Cost of one no. Each 304.78 3531.44
D152030 Providing and fixing Stainless Steel AISI- 304 (18/8) kitchen sink without drain
S board as per IS: 13983 with C.I. brackets and stainless steel plug 40mm
R including painting of fittings and brackets, cutting and making good the walls
1 wherever required
7
.
1
0
D152031 610x510mm bowl depth 200mm
S
R
1 Details of cost for one no.
Materials
Stainless steel kitchen sink - without drain board 610x510mm bow! depth 200 Each 7101 2700.00 1.00 2700.00
mm
C.I. bracket for wash basin and sinks pair 1309 200.00 1.00 200.00

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Sand and grit etc. Lumpsu 9999 1.00 6.70 6.70

m
Painting of brackets etc. Lumpsu 9999 1.00 26.91 26.91
m
Carriage of materials Lumpsu 9999 1.00 13.52 0.00
m
Labour:
Fitter (Grade-1) Day 0116 168.00 0.22 36.96
Mason (brick layer) 1st class Day 0123 168.00 0.33 55.44
Beldar Day 0114 152.00 0.56 85.12
177.52 2933.61
Add for Water Charges @1% (no rates reqd.) 0.01 1.78 29.34
179.30 2962.95
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 26.89 444.44
Cost of one no. Each 206.19 3407.39
D152032 610x460mm bowl depth 200mm
S
R
1 Details of cost for one no.
Materials
Stainless steel kitchen sink - without drain board 610x460mm bowl depth 200 Each 7102 2500.00 1.00 2500.00
mm
C.I. bracket for wash basin and sinks pair 1309 200.00 1.00 200.00
Sand and grit etc. Lumpsu 9999 1.00 13.52 6.70
m
Painting of brackets etc. Lumpsu 9999 1.00 26.91 26.91
m
Carriage of materials Lumpsu 9999 1.00 13.52 0.00
m
Labour:
Fitter (Grade-1) Day 0116 168.00 0.22 36.96
Mason (brick layer) 1st class Day 0123 168.00 0.33 55.44
Beldar Day 0114 152.00 0.56 85.12
177.52 2733.61
Add for Water Charges @1% (no rates reqd.) 0.01 1.78 27.34
179.30 2760.95
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 26.89 414.14
Cost of one no. Each 206.19 3175.09
D152033 470X420mm bowl depth 178mm
S
R
1 Details of cost for one no.

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 Chapter-15 : Sanitary Installation

Materials
Stainless steel kitchen sink - without drain board 470x420mm bowl depth 178 Each 7103 1600.00 1.00 1600.00
mm
C.I. bracket for wash basin and sinks pair 1309 200.00 1.00 200.00
Sand and grit etc. Lumpsu 9999 1.00 6.70 6.70
m
Painting of brackets etc. Lumpsu 9999 1.00 26.91 26.91
m
Carriage of materials Lumpsu 9999 1.00 13.52 0.00
m
Labour:
Fitter (Grade-1) Day 0116 168.00 0.22 36.96
Mason (brick layer) 1st class Day 0123 168.00 0.33 55.44
Beldar Day 0114 152.00 0.56 85.12
177.52 1833.61
Add for Water Charges @1% (no rates reqd.) 0.01 1.78 18.34
179.30 1851.95
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 26.89 277.79
Cost of one no. Each 206.19 2129.74
D152040 Providing and fixing white, vitreous china laboratory sink with C.I. brackets,
S C.P. brass chain with rubber plug 40mm C.P. brass waste and 40mm C.P.
R brass trap with necessary C.P. brass unions complete including painting of
1 fittings and brackets, cutting and making good the wall wherever required
7
.
1
1
D152041 Size 450x300x150mm
S
R Details of cost for one no.
1 Materials
White vitreous china laboratory sink 450x300x150 mm Each 1871 1200.00 1.00 1200.00
C.I. bracket for wash basin and sinks pair 1309 200.00 1.00 200.00
C.P.brass chain with 40 mm dia rubber plug Each 1315 75.00 1.00 75.00
C.P. brass waste 40 mm Each 1952 75.00 1.00 75.00
C.P.brass trap 40 mm dia Each 1895 500.00 1.00 500.00
C.P. Brass union 40 mm dia Each 3617 200.00 1.00 200.00
Red lead, white lead and gasket Lumpsu 9999 1.00 16.12 16.12
m
Sand and grit etc. Lumpsu 9999 1.00 6.70 6.70
m
Sundries (no rates reqd.) Lumpsu 9999 1.00 26.91 26.91
m

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 Chapter-15 : Sanitary Installation

Carriage of materials Lumpsu 9999 1.00 13.52 0.00

m
Labour:
Fitter (Grade-1) Day 0116 168.00 0.22 36.96
Mason (brick layer) 1st class Day 0123 168.00 0.33 55.44
Beldar Day 0114 152.00 0.56 85.12
177.52 2299.73
Add for Water Charges @1% (no rates reqd.) 0.01 1.78 23.00
179.30 2322.73
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 26.89 348.41
Cost of one no. Each 206.19 2671.14
D152042 Size 600x450x200mm
S
R Details of cost for one no.
1 Materials
White vitreous china laboratory sink 600x450x200 mm Each 1872 2400.00 1.00 2400.00
C.I. bracket for wash basin and sinks pair 1309 200.00 1.00 200.00
C.P.brass chain with 40 mm dia rubber plug Each 1315 75.00 1.00 75.00
C.P. brass waste 40 mm Each 1952 75.00 1.00 75.00
C.P.brass trap 40 mm dia Each 1895 500.00 1.00 500.00
C.P. Brass union 40 mm dia Each 3617 200.00 1.00 200.00
Red lead, white lead and gasket Lumpsu 9999 1.00 16.12 16.12
m
Sand and grit etc. Lumpsu 9999 1.00 6.70 6.70
m
Sundries (no rates reqd.) Lumpsu 9999 1.00 26.91 26.91
m
Carriage of materials Lumpsu 9999 1.00 13.52 0.00
m
Labour:
Fitter (Grade-1) Day 0116 168.00 0.22 36.96
Mason (brick layer) 1st class Day 0123 168.00 0.33 55.44
Beldar Day 0114 152.00 0.56 85.12
177.52 3499.73
Add for Water Charges @1% (no rates reqd.) 0.01 1.78 35.00
179.30 3534.73
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 26.89 530.21
Cost of one no. Each 206.19 4064.94

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D152050 Providing and fixing white, glazed fire clay draining board of size
S 600x450x25mm with C.I./ M.S. brackets including painting of brackets, cutting
R and making good the walls wherever required
1
7
.
Details of cost for one no.
Materials
White glazed fire clay draining board 600x450x25 mm Each 7364 410.00 1.00 410.00
C.I. bracket for wash basin and sinks pair 1309 200.00 1.00 200.00
Sand and grit etc. Lumpsu 9999 1.00 6.70 6.70
m
Painting of brackets etc. Lumpsu 9999 1.00 26.00 26.00
m
Carriage of materials Lumpsu 9999 1.00 7.80 0.00
m
Labour:
Fitter (Grade-1) Day 0116 168.00 0.06 10.08
Mason (brick layer) 1st class Day 0123 168.00 0.17 28.56
Beldar Day 0114 152.00 0.22 33.44
72.08 642.70
Add for Water Charges @1% (no rates reqd.) 0.01 0.72 6.43
72.80 649.13
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 10.92 97.37
Cost of one no. Each 83.72 746.50
N152060 Providing and fixing 75cm X 40cm X 4cm vitreous china draining board for sink
5 supported on painted R.S or C.I brackets, complete including cutting and
5 making good the wall

S
E
Details of cost for one no.
Materials
75cm X 40cm X 4cm Porcelain/ vitreous china draining board Each 9690 520.00 1.00 520.00
C.I. bracket for wash basin and sinks pair 1309 200.00 1.00 200.00
Sand and grit etc. Lumpsu 9999 1.00 6.70 6.70
m
Painting of brackets etc. Lumpsu 9999 1.00 26.00 26.00
m
Carriage of materials Lumpsu 9999 1.00 7.80 0.00
m
Labour:
Fitter (Grade-1) Day 0116 168.00 0.06 10.08

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Mason (brick layer) 1st class Day 0123 168.00 0.17 28.56
Beldar Day 0114 152.00 0.22 33.44
72.08 752.70
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.72 7.53
m
72.80 760.23
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 10.92 114.03
m
Cost of one no. Each 83.72 874.26
D151120 Providing and fixing white, vitreous china water closet squatting pan (Indian
S type)
R
1
D151121 Long pattern W.C. pan of size 580mm
S
R
Details of cost for one no.
1
Materials
Vitreous china Indian type w.c. pan size 580 mm Each 1953 400.00 1.00 400.00
Sand and grit etc. Lumpsu 9999 1.00 6.70 6.70
m
Carriage of materials Lumpsu 9999 1.00 13.52 0.00
m
Labour:
Mason (brick layer) 1st class Day 0123 168.00 0.50 84.00
Beldar Day 0114 152.00 0.50 76.00
160.00 406.70
Add for Water Charges @1% (no rates reqd.) 0.01 1.60 4.07
161.60 410.77
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 24.24 61.62
Cost of one no. Each 185.84 472.38
D151122 Orissa pattern W.C. pan of size 580x440mm
S
R Details of cost for one no.
1 Materials
Vitreous china orrisa type w.c. pan size 580 mm Each 1954 1148.00 1.00 1148.00
Sand and grit etc. Lumpsu 9999 1.00 13.39 6.70
m
Carriage of materials Lumpsu 9999 1.00 13.52 0.00
m
Labour:
Mason (brick layer) 1st class Day 0123 168.00 0.50 84.00
Beldar Day 0114 152.00 0.50 76.00

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160.00 1154.70
Add for Water Charges @1% (no rates reqd.) 0.01 1.60 11.55
161.60 1166.25
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 24.24 174.94
Cost of one no. Each 185.84 1341.18
D151130 Extra for using coloured W.C. pan instead of white, W.C. pan
S
D
R151131 Orissa pattern W.C. pan 580x440mm or of any other size
S
1
R Details of cost for one no.
1 Materials
Coloured Orissa pattern W.C. pan 580x440 mm Each 7104 1200.00 1.00 1200.00
Vitreous china orrisa type w.c. pan size 580 mm Each 1954 1148.00 -1.00 -1148.00
Difference of cost 52.00
Add for Water Charges @1% (no rates reqd.) 0.01 0.52
52.52
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 7.88
Cost of one no. Each 0.00 60.40
151132 Long pan pattern W.C. pan

Details of cost for one no.

Materials
Coloured Long pan pattern W.C. pan Each 9691 550.00 1.00 550.00
Vitreous china Indian type w.c. pan size 580 mm Each 1953 400.00 -1.00 -400.00
Difference of cost 150.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.50
m
151.50
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 22.72
m
Cost of one no. Each 0.00 174.23
D151140 Providing and fixing white, vitreous china pedestal European type water closet
S pan
R
1 Details of cost for one no.
Materials
Vitreous china pedestal type water closet Each 1955 800.00 1.00 800.00
Sand and grit etc. Lumpsu 9999 1.00 6.70 6.70
m
Carriage of materials Lumpsu 9999 1.00 13.52 13.52
m
Labour:
Mason (brick layer) 1st class Day 0123 168.00 0.50 84.00

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 Chapter-15 : Sanitary Installation

Beldar Day 0114 152.00 0.50 76.00

160.00 820.22
Add for Water Charges @1% (no rates reqd.) 0.01 1.60 8.20
161.60 828.42
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 24.24 124.26
Cost of one no. Each 185.84 952.69
D151150 Extra for using coloured pedestal type W.C. pan (European type) with low level
S cistern of same colour instead of white, vitreous china W.C. pan and cistern
R
1
Details of cost for one no.
Materials
Coloured Pedestal type W.C. pan 580x440 mm (European type) Each 7105 1250.00 1.00 1250.00
Vitreous china pedestal type water closet Each 1955 800.00 -1.00 -800.00
Coloured Vitreous china 10 lit. low level cistern Each 7106 1250.00 1.00 1250.00
Vitreous china 10 litres.low level cistern without fittings Each 7005 1200.00 -1.00 -1200.00
Difference of cost 500.00
Add for Water Charges @1% (no rates reqd.) 0.01 5.00
505.00
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 75.75
Cost of one no. Each 0.00 580.75
D151160 Providing and fixing a pair of white, vitreous china foot rests of standard pattern
S for squatting pan water closet or in urinals
R
D
1 151161 250x130x30mm
S
R Details of cost for one pair
1 Materials
Vitreous china foot rests 250x130x30 mm Each 1363 150.00 1.00 150.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 4.03 4.03
m
Labour:
Mason (brick layer) 1st class Day 0123 168.00 0.06 10.08
154.03
Add for Water Charges @1% (no rates reqd.) 0.01 0.10 1.54
10.18 155.57
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 1.53 23.34
Cost of one pair pair 11.71 178.91
D151162 250x125x25mm
S
Details of cost for one pair
R
1 Materials
Vitreous china foot rests 250x125x25 mm pair 1970 60.00 1.00 60.00

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 Chapter-15 : Sanitary Installation

Sundries (no rates reqd.) Lumpsu 9999 1.00 4.03 4.03

m
Labour:
Mason (brick layer) 1st class Day 0123 168.00 0.06 10.08
64.03
Add for Water Charges @1% (no rates reqd.) 0.01 0.10 0.64
10.18 64.67
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 1.53 9.70
Cost of one pair pair 11.71 74.37
151170 Providing and fixing a pair of approved colour, vitreous china foot rests of
standard pattern, for squatting pan water closet or in urinals
N151171 250x130x30mm
S Details of cost for one pair
Materials
Coloured Vitreous china foot rests 250x130x30 mm Each 9692 100.00 1.00 100.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 4.03 4.03
m
Labour:
Mason (brick layer) 1st class Day 0123 168.00 0.06 10.08
104.03
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.10 1.04
m
10.18 105.07
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 1.53 15.76
m
Cost of one pair pair 11.71 120.83
N151172 250x125x25mm
S
Details of cost for one pair
Materials
Coloured Vitreous china foot rests 250x125x25 mm Each 9693 100.00 1.00 100.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 4.03 4.03
m
Labour:
Mason (brick layer) 1st class Day 0123 168.00 0.06 10.08
104.03
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.10 1.04
m
10.18 105.07
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 1.53 15.76
m

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Cost of one pair pair 11.71 120.83

D151180 Providing and fixing P.V.C. low level flushing cistern with manually controlled
S device (handle lever) conforming to IS: 7231, with all fittings and fixtures
R complete
1
D151181 10 litre capacity- white
S
R Details of cost for one no.
1 Materials
Flushing Cistern P.V.C. 10 Its capacity ( low level) (White) ( with fittings, Each 7358 800.00 1 800.00
accessories and flush pipe)
Carriage Lumpsu 9999 1.00 0.00 0.00
m
Labour:
Fitter (Grade-1) Day 0116 168.00 0.13 21.00
Beldar Day 0114 152.00 0.13 19.00
40.00 800.00
Add for Water Charges @1% (no rates reqd.) 0.01 0.40 8.00
40.40 808.00
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 6.06 121.20
Cost of one pair pair 46.46 929.20
D151182 10 litre capacity- Coloured
S
R Details of cost for one no.
1 Materials
Coloured High density polyethylenel poly propylene 10 lit. (full flush) capacity Each 7123 750.00 1.00 750.00
controlled low level flushing cistern with fittings
Carriage Lumpsu 9999 1.00 0.00 0.00
m
Labour:
Fitter (Grade-1) Day 0116 168.00 0.13 21.00
Beldar Day 0114 152.00 0.13 19.00
40.00 750.00
Add for Water Charges @1% (no rates reqd.) 0.01 0.40 7.50
40.40 757.50
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 6.06 113.63
Cost of one pair pair 46.46 871.13
D151190 Providing and fixing controlled flush, low level cistern made of vitreous china
S conforming to IS: 7231, with all fittings complete
R
1
D151191 10 litre (full flush) capacity- White
S
R
1
Page 1677
 Chapter-15 : Sanitary Installation

Details of cost for one no.

Materials
White Vitreous china 10 lit. (full flush) capacity controlled low level flushing Each 7126 1500.00 1 1500.00
cistern with all fittings
Carriage of materials Lumpsu 9999 1.00 13.52 0.00
m
Labour:
Fitter (Grade-1) Day 0116 168.00 0.50 84.00
Beldar Day 0114 152.00 0.50 76.00
160.00 1500.00
Add for Water Charges @1% (no rates reqd.) 0.01 1.60 15.00
161.60 1515.00
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 24.24 227.25
Cost of one cistern Each 185.84 1742.25
D151192 10 litre (full flush) capacity- Coloured
S
R
1 Details of cost for one no.
Materials
Coloured Vitreous china 10 lit. (full flush) capacity controlled low level flushing Each 7127 1800.00 1 1800.00
cistern with all fittings
Carriage of materials Lumpsu 9999 1.00 13.52 0.00
m
Labour:
Fitter (Grade-1) Day 0116 168.00 0.50 84.00
Beldar Day 0114 152.00 0.50 76.00
160.00 1800.00
Add for Water Charges @1% (no rates reqd.) 0.01 1.60 18.00
161.60 1818.00
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 24.24 272.70
Cost of one cistern Each 185.84 2090.70
N151200 Providing and fixing 5 litres C.I. automatic flushing cistern with fittings
R

2 Details of cost for one no.

Materials
C I automatic flushing cistern 5 Its capacity Each 9694 260.00 1 260.00
Carriage of materials 0.00
Labour:
Fitter (Grade-1) Day 0116 168.00 0.25 42.00
Beldar Day 0114 152.00 0.50 76.00
118.00 260.00

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 Chapter-15 : Sanitary Installation

Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.18 2.60
m
119.18 262.60
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 17.88 39.39
m
Cost of one cistern Each 137.06 301.99
N151210 Providing and fixing 10 litres C.I. automatic flushing cistern with fittings
R

2 Details of cost for one no.

Materials
C I automatic flushing cistern 10 Its capacity Each 9695 310.00 1 310.00
Carriage of materials 0.00
Labour:
Fitter (Grade-1) Day 0116 168.00 0.25 42.00
Beldar Day 0114 152.00 0.50 76.00
118.00 310.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.18 3.10
m
119.18 313.10
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 17.88 46.97
m
Cost of one cistern Each 137.06 360.07
D151220 Providing and fixing solid plastic seat with lid for pedestal type W.C. pan
S complete
R
D
1 151221 Details of cost for one no.
S
R Materials
1 White plastic seat (solid) with lid C.P. brass hinges and rubber buffers Each 1875 375.00 1.00 375.00
fixing charges Lumpsu 9999 1.00 3.50 3.50
m
378.50
Add for Water Charges @1% (no rates reqd.) 0.01 3.79
382.29
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 57.34
Cost of one no. Each 0.00 439.63
D151222 Black solid plastic seat with lid
S
R
Details of cost for one no.
1
Materials
Black plastic seat (solid) with lid C.P. brass hinges and rubber buffers Each 1876 350.00 1.00 350.00

Page 1679
 Chapter-15 : Sanitary Installation

fixing charges Lumpsu 9999 1.00 3.50 3.50

m
353.50
Add for Water Charges @1% (no rates reqd.) 0.01 3.54
357.04
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 53.56
Cost of one no. Each 0.00 410.59
D151230 Extra for providing coloured other than black solid P.V.C. plastic seat and cover
S in European type W.C. pan, instead of white, plastic seat and cover
R
1
Details of cost for one no.
Materials
Coloured (other than black) solid P.V.C. seat in European W.C. pan Each 7107 400.00 1.00 400.00
White plastic seat (solid) with lid C.P. brass hinges and rubber buffers Each 1875 375.00 -1.00 -375.00
Difference of cost 25.00
Add for Water Charges @1% (no rates reqd.) 0.01 0.25
25.25
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 3.79
Cost of one no. Each 0.00 29.04
D151240 Providing and fixing standard G.I. chain with G.I. pull
S
R
1 Details of cost for one no.
Materials
G.I .chain with G.I. pull Each 1313 25.00 1.00 25.00
fixing charges Lumpsu 9999 1.00 8.06 8.06
m
33.06
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.33
m
33.39
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 5.01
m
Cost of one no. Each 0.00 38.40
D151250 Providing and fixing G.I. inlet connection for flush pipe connecting with W.C.
S pan
R
1 Details of cost for one no.
Materials
G.I. inlet connection Each 1614 65.00 1.00 65.00
fixing charges Lumpsu 9999 1.00 3.50 3.50
m

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 Chapter-15 : Sanitary Installation

68.50
Add for Water Charges @1% (no rates reqd.) 0.01 0.69
69.19
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 10.38
Cost of one no. Each 0.00 79.56
D151260 Providing and fixing white, vitreous china flat back or wall corner type lipped
S front urinal basin of 430x260x350mm and 340x410x265mm sizes respectively
R
1
Details of cost for one no.
Materials
Vitreous china lipped front urinal Each 1913 600.00 1.00 600.00
Carriage of materials Lumpsu 9999 1.00 9.49 0.00
m
Labour:
Fitter (Grade-1) Day 0116 168.00 0.38 63.84
Beldar Day 0114 152.00 0.38 57.76
121.60 600.00
Add for Water Charges @1% (no rates reqd.) 0.01 1.22 6.00
122.82 606.00
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 18.42 90.90
Cost of one no. Each 141.24 696.90
D151270 Providing and fixing white, vitreous china squatting plate urinal with integral
S longitudinal flush pipe
R
1
Details of cost for one no.
Materials
Vitreous china squatting plate urinal Each 1915 800.00 1.00 800.00
Sand and grit etc. Lumpsu 9999 1.00 5.40 5.40
m
Carriage of materials Lumpsu 9999 1.00 13.39 0.00
m
Labour:
Fitter (Grade-1) Day 0116 168.00 0.50 84.00
Mason (brick layer) 1st class Day 0123 168.00 0.50 84.00
Beldar Day 0114 152.00 1.00 152.00
320.00 805.40
Add for Water Charges @1% (no rates reqd.) 0.01 3.20 8.05
323.20 813.45
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 48.48 122.02
Cost of one no. Each 371.68 935.47

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D151280 Providing and fixing white, vitreous china wash basin, including making all
S connections but excluding the cost of fittings
R
1
D151281 Flat back wash basin of size 630x450mm
S
R Details of cost for one no.
1
Materials
Vitreous china flat back wash basin 630x450 mm Each 1947 650.00 1.00 650.00
Fixing charges Lumpsu 9999 1.00 53.82 53.82
m
Carriage of materials Lumpsu 9999 1.00 9.49 0.00
m
703.82
Add for Water Charges @1% (no rates reqd.) 0.01 7.04
710.86
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 106.63
Cost of one no. Each 817.49
D151282 Flat back wash basin of size 550x400mm
S
R
Details of cost for one no.
1
Materials
Vitreous China flat back wash basin 550x400 mm Each 3229 450.00 1.00 450.00
Fixing charges Lumpsu 9999 1.00 53.82 53.82
m
Carriage of materials Lumpsu 9999 1.00 9.49 0.00
m
503.82
Add for Water Charges @1% (no rates reqd.) 0.01 5.04
508.86
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 76.33
Cost of one no. Each 585.19
D151283 Angle back wash basin of size 600x480mm
S
R Details of cost for one no.
1
Materials
Vitreous china flat back wash basin 600x480 mm Each 1949 600.00 1.00 600.00
Fixing charges Lumpsu 9999 1.00 53.82 53.82
m
Carriage of materials Lumpsu 9999 1.00 9.49 0.00
m

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653.82
Add for Water Charges @1% (no rates reqd.) 0.01 6.54
660.36
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 99.05
Cost of one no. Each 759.41
D151284 Angle back wash basin of size 400x400mm
S
R
Details of cost for one no.
1
Materials
Vitreous china flat back wash basin 400x400 mm Each 1950 450.00 1.00 450.00
Fixing charges Lumpsu 9999 1.00 53.82 53.82
m
Carriage of materials Lumpsu 9999 1.00 9.49 0.00
m
503.82
Add for Water Charges @1% (no rates reqd.) 0.01 5.04
508.86
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 76.33
Cost of one no. Each 585.19
D151285 Flat back wash basin of size 450x300mm
S
R Details of cost for one no.
1 Materials
Vitreous china flat back wash basin 450x300 mm Each 7004 1200.00 1.00 1200.00
Fixing charges Lumpsu 9999 1.00 53.82 53.82
m
Carriage of materials Lumpsu 9999 1.00 9.49 0.00
m
1253.82
Add for Water Charges @1% (no rates reqd.) 0.01 12.54
1266.36
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 189.95
Cost of one no. Each 1456.31
D151286 Surgeon type wash basin of size 660x460mm
S
R Details of cost for one no.
1
Materials
Vitreous China surgeon type wash basin of size 660x460 mm Each 3213 850.00 1.00 850.00
Fixing charges Lumpsu 9999 1.00 53.82 53.82
m

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 Chapter-15 : Sanitary Installation

Carriage of materials Lumpsu 9999 1.00 9.49 0.00

m
903.82
Add for Water Charges @1% (no rates reqd.) 0.01 9.04
912.86
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 136.93
Cost of one no. Each 1049.79
D151290 Providing and fixing white, glazed fire clay kitchen sink of size 600x450x250mm
S including making all connections excluding cost of fittings
R
1
Details of cost for one no.
Materials
Fire clay kitchen sink : 600x450x250 mm Each 1863 1500.00 1.00 1500.00
Labour-
Fixing charges Lumpsu 9999 1.00 40.43 40.43
m
Carriage of materials Lumpsu 9999 1.00 9.49 0.00
m
1500.00
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 0.40 15.00
m
40.83 1515.00
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 6.13 227.25
m
Cost of one no. Each 46.96 1742.25
D151300 Providing and fixing vitreous china dual purpose closet suitable for use as
S squatting pan or European type water closet (Anglo Indian W.C. pan) with seat
R lid with C.P. brass hinges and rubber buffers, 10litre low level flushing cistern
1 with fittings and brackets, 40mm flush bend 20mm overflow pipe with specials
7 of standard make and mosquito proof coupling of approved municipal design
. complete including painting of fittings and brackets, cutting and making good
6 the walls and floors wherever required
8
/
0
7
Details of cost for one
Materials -
White plastic seat (solid) with lid C.P. brass hinges and rubber buffers Each 1875 375.00 1.00 375.00
White vitreous china dual purpose closet (Anglo Indian W.C.) suitable for use Each 1965 1200.00 1.00 1200.00
as squatting pan or European type water closet as per manufacturer's
specifications

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Vitreous china 10 litres low level cistern with fittings Each 7006 1500.00 1.00 1500.00
20 mm G.I. over flow pipe Lumpsu 9999 1.00 276.25 276.25
m
Mosquito proof coupling of approved design Each 1350 30.00 1.00 30.00
plug screws Lumpsu 9999 1.00 59.15 59.15
m
Red lead, white lead and gasket Lumpsu 9999 1.00 71.76 71.76
m
Sand and grit etc. Lumpsu 9999 1.00 118.43 118.43
m
Carriage Lumpsu 9999 1.00 0.00 0.00
m
Labour-
Fitter (Grade-1) Day 0116 168.00 1.00 168.00
Mason (brick layer) 1st class Day 0123 168.00 1.00 168.00
Beldar Day 0114 152.00 1.00 152.00
488.00 3630.59
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 4.88 36.31
m
492.88 3666.90
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 73.93 550.03
m
Cost of each Each 566.81 4216.93
D152010 Providing and fixing white, glazed fire clay kitchen sink of size 600x450x250mm
S kitchen sink with C.I. brackets, C.P. brass chain with rubber plug, 40mm C.P.
R brass waste compete, including painting the fittings and brackets, cutting and
1 making good the walls wherever required
7
.
Details of cost for one no.
Materials -
Fire clay kitchen sink : 600x450x250 mm Each 1863 1500.00 1.00 1500.00
C.I. bracket for wash basin and sinks pair 1309 200.00 1.00 200.00
C.P.brass chain with 40 mm dia rubber plug Each 1315 75.00 1.00 75.00
C.P. brass waste 40 mm Each 1952 75.00 1.00 75.00
Red lead, white lead and gasket Lumpsu 9999 1.00 16.12 16.12
m
Sand and grit etc. Lumpsu 9999 1.00 6.70 6.70
m
Sundries Lumpsu 9999 1.00 26.91 26.91
m

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Carriage of materials Lumpsu 9999 1.00 0.00 0.00

m
Labour-
Fitter (Grade-1) Day 0116 168.00 0.35 58.80
Mason (brick layer) 1st class Day 0123 168.00 0.35 58.80
Beldar Day 0114 152.00 0.25 38.00
155.60 1899.73
Add for Water Charges @1% (no rates reqd.) Lumpsu 9997 0.01 1.56 19.00
m
157.16 1918.73
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) Lumpsu 9998 0.15 23.57 287.81
m
Cost of each Each 180.73 2206.54
D152070 Providing and fixing white, vitreous china laboratory sink, including making all
S connections excluding the cost of fittings
R
1
D152071 Size 450x300x150mm
S
R Details of cost for one no.
1 Materials
White vitreous china laboratory sink 450x300x150 mm Each 1871 1200.00 1.00 1200.00
Fixing charges Lumpsu 9999 1.00 40.43 40.43
m
Carriage of materials Lumpsu 9999 1.00 10.79 0.00
m
1240.43
Add for Water Charges @1% (no rates reqd.) 0.01 12.40
1252.83
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 187.93
Cost of one no. Each 1440.76
D152072 Size 600x450x200mm
S
R Details of cost for one no.
1
Materials
White vitreous china laboratory sink 600x450x200 mm Each 1872 2400.00 1.00 2400.00
Fixing charges Lumpsu 9999 1.00 40.43 40.43
m
Carriage of materials Lumpsu 9999 1.00 10.79 0.00
m
2440.43
Add for Water Charges @1% (no rates reqd.) 0.01 24.40

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2464.83
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 369.73
Cost of one no. Each 0.00 2834.56
D152080 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C.
S waste fittings complete
R
1
D152081 Semi rigid pipe 32mm dia.
S
R
Details of cost for one no.
Materials
Semi Rigid PVC waste pipe for sink and wash basin 32 mm dia with length not Each 7117 48.00 1.00 48.00
less than 700 mm i/c PVC waste fittings
fixing charges Lumpsu 9999 1.00 20.00 20.00
m
68.00
Add for Water Charges @1% (no rates reqd.) 0.01 0.68
68.68
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 10.30
Cost of one no. Each 0.00 78.98
D152082 Flexible pipe 32mm dia.
S
R
Details of cost for one no.
Materials
Flexible (coil shaped) PVC waste pipe for sink and wash basin 32 mm dia with Each 7119 40.00 1.00 40.00
length not less than 700 mm i/c PVC waste fittings
fixing charges Lumpsu 9999 1.00 20.00 20.00
m
60.00
Add for Water Charges @1% (no rates reqd.) 0.01 0.60
60.60
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 9.09
Cost of one no. Each 0.00 69.69
D152083 Semi rigid pipe40mm dia.
S
R
Details of cost for one no.
Materials
Semi Rigid PVC waste pipe for sink and wash basin 40 mm dia with length not Each 7118 60.00 1.00 60.00
less than 700 mm i/c PVC waste fittings
fixing charges Lumpsu 9999 1.00 20.00 20.00
m

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80.00
Add for Water Charges @1% (no rates reqd.) 0.01 0.80
80.80
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 12.12
Cost of one no. Each 0.00 92.92
D152084 Flexible pipe 40mm dia.
S
R Details of cost for one no.
Materials
Flexible (coil shaped) PVC waste pipe for sink and wash basin 40 mm dia with Each 7120 60.00 1.00 60.00
length not less than 700 mm i/c PVC waste fittings
fixing charges Lumpsu 9999 1.00 20.00 20.00
m
80.00
Add for Water Charges @1% (no rates reqd.) 0.01 0.80
80.80
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 12.12
Cost of one no. Each 0.00 92.92
D152090 Providing and fixing 100mm sand cast iron grating for gully, trap
S
R
1 Details of cost for one no.
Materials
S.C.I. gully or nahani grating 100 mm dia Each 1369 250.00 1.00 250.00
fixing charges Lumpsu 9999 1.00 2.06 2.06
m
252.06
Add for Water Charges @1% (no rates reqd.) 0.01 2.52
254.58
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 38.19
Cost of one no. Each 0.00 292.77
D152100 Providing and fixing in position 25mm diameter mosquito proof coupling of
S approved municipal design
R
1 Details of cost for one no.
Materials
Mosquito proof coupling of approved design Each 1350 30.00 1.00 30.00
fixing charges Lumpsu 9999 1.00 0.90 0.90
m
30.90
Add for Water Charges @1% (no rates reqd.) 0.01 0.31
31.21

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Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 4.68
Cost of one no. Each 0.00 35.89
D152110 Providing and fixing 600x450mm bevelled edge mirror, 5.5 mm thick of float
S glass (of approved quality) complete with 6mm thick hard board ground fixed to
R wooden cleats with C.P. brass screws and washers complete
1
7
Details of cost for one no.
Materials
Float glass sheet of nominal thickness 5.5 mm. (weight not less than 13.50 Each 2407 249.00 1.00 249.00
kg/sqm)
Hard board 6 mm thick Sqm 7116 170.00 0.27 45.90
(A) Wooden cleats 12.71 4.00 50.86
(Rate same as item no. 074010
Wood work)
Chromium plated Brass screws 25 mm 100 Nos 0588 125.50 0.04 5.02
Carriage of materials Lumpsu 9999 1.00 4.16 0.00
m
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.43 1.43
m
Labour:
Carpenter 2nd class Day 0112 158.00 0.33 52.14
Beldar Day 0114 152.00 0.33 50.16
102.30 301.35
Add for water charges @ 1%on all except A 0.01 1.02 3.01
103.32 304.36
Add for contractors profit and overhead @10%on all except A 0.15 15.50 45.65
350.02
Cost of one no. Each 118.82 400.87
D152120 Providing and fixing mirror of 5.5 mm thickness of float Glass (of approved
S Quality) required shape and size with plastic moulded frame of approved make
R and shade with 6mm thick hard board backing
1
7
D152121 Circular shape 450mm dia. (outer dimension)
S
R Details of cost for one no.
1 Materials
Circular shape 450 mm dia Mirror with Plastic moulded frame Each 7112 400.00 1.00 400.00
Hard board 0.45x0.45 = 0.2025 sqm Sqm 7116 170.00 0.22 37.40
Add wastage @ 10% = 0.0203 sqm=
0.2228 sqm say 0.22sqm

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Rawl plug 50 mm (designation 10 no.) Each 7048 45.00 2.00 90.00

Chromium plated Brass screws 25 mm 100 Nos 0588 125.50 0.02 2.51
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.43 1.43
m
Carriage of materials Lumpsu 9999 1.00 4.16 0.00
m
Labour:
Carpenter 2nd class Day 0112 158.00 0.33 52.14
Beldar Day 0114 152.00 0.33 50.16
102.30 531.34
Add for water charges @ 1% 0.01 1.02 5.31
103.32 536.65
Add for contractors profit and overhead @10% 0.10 10.33 53.67
Cost of one no. Each 113.66 590.32
D152122 Rectangular shape 453x357mm (outer dimension)
S
R Details of cost for one no.
1 Materials
Rectangular shape 453x357 mm Mirror with Plastic moulded frame Each 7113 400.00 1.00 400.00
Hard board 1.50x0.45 = 0.675 sqm Sqm 7116 170.00 0.18 30.60
Add wastage @ 10% = 0.0675 sqm Add wastage @ 10% = 0.0162 sqm
= 0.1779 sqm say 0.18 sqm
Rawl plug 50 mm (designation 10 no.) Each 7048 45.00 4.00 180.00
Chromium plated Brass screws 25 mm 100 Nos 0588 125.50 0.04 5.02
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.43 1.43
m
Carriage of materials Lumpsu 9999 1.00 4.16 0.00
m
Labour:
Carpenter 2nd class Day 0112 158.00 0.33 52.14
Beldar Day 0114 152.00 0.33 50.16
102.30 617.05
Add for Water Charges @1% (no rates reqd.) 0.01 1.02 6.17
103.32 623.22
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 15.50 93.48
Cost of one no. Each 118.82 716.70
D152123 Oval shape 450x350mm (outer dimension)
S Details of cost for one no.
R
1 Materials
Oval shape 450x350 mm (outer dimensions) Mirror with Plastic moulded frame Each 7114 400.00 1.00 400.00

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Hard board 0.45x0.35=0.1575 sqm Sqm 7116 170.00 0.17 28.90

Add wastage @ 10% = 0.0158 sqm
= 0.1733 sqm say 0.17 sqm
Rawl plug 50 mm (designation 10 no.) Each 7048 45.00 4.00 180.00
Chromium plated Brass screws 25 mm 100 Nos 0588 125.50 0.04 5.02
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.43 1.43
m
Carriage of materials Lumpsu 9999 1.00 4.16 0.00
m
Labour:
Carpenter 2nd class Day 0112 158.00 0.33 52.14
Beldar Day 0114 152.00 0.33 50.16
102.30 615.35
Add for Water Charges @1% (no rates reqd.) 0.01 1.02 6.15
103.32 621.50
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 15.50 93.23
Cost of one no. Each 118.82 714.73
D152124 Rectangular shape 1500x450 (outer dimension)
S
R Details of cost for one no.
1 Materials
Rectangular shape 1500x450 mm Mirror with Plastic moulded frame Each 7115 1000.00 1.00 1000.00
Hard board 1.50x0.45 = 0.675 sqm Sqm 7116 170.00 0.74 125.80
Add wastage @ 10% = 0.0675 sqm = 0.7425 sqm say 0.74sqm
Rawl plug 50 mm (designation 10 no.) Each 7048 45.00 6.00 270.00
Chromium plated Brass screws 25 mm 100 Nos 0588 125.50 0.06 7.53
Sundries (no rates reqd.) Lumpsu 9999 1.00 1.43 1.43
m
Carriage of materials Lumpsu 9999 1.00 4.16 0.00
m
Labour:
Carpenter 2nd class Day 0112 158.00 0.33 52.14
Beldar Day 0114 152.00 0.33 50.16
102.30 1404.76
Add for Water Charges @1% (no rates reqd.) 0.01 1.02 14.05
103.32 1418.81
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 15.50 212.82
Cost of one no. Each 118.82 1631.63

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D152130 Providing and fixing 600x120x5mm glass shelf with edges round or supported
S on anodised aluminium angle frame with C.P. brass brackets and guard rail
R complete fixed with 40mm long screws, rawl plugs etc. complete
1
7
Details of cost for one no.
Materials
600x120 mm glass shelf with anodised aluminium angle frame,C.P brass Each 3228 250.00 1.00 250.00
brackets and guard rail of standard size
Rawl plug 50 mm (designation 10 no.) Each 7048 45.00 2.00 90.00
Chromium plated Brass screws 40 mm 100 Nos 0586 156.50 0.04 6.26
Carriage of materials Lumpsu 9999 1.00 4.16 0.00
m
Labour:
Carpenter 2nd class Day 0112 158.00 0.25 39.50
Beldar Day 0114 152.00 0.25 38.00
77.50 346.26
Add for Water Charges @1% (no rates reqd.) 0.01 0.78 3.46
78.28 349.72
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 11.74 52.46
Cost of one no. Each 90.02 402.18
D152140 Providing and fixing toilet paper holder
S
R
D152141 C.P. brass
1
S
R
Details of cost for one no.
1
Materials
C.P. brass toilet paper holder of standard size Each 1889 150.00 1.00 150.00
(A) Wooden cleats (Rate same as item no. 074010 Wood work) 12.71 2.00 25.43
Chromium plated Brass screws 25 mm 100 Nos 0588 125.50 0.02 2.51
Carriage of materials Lumpsu 9999 1.00 4.29 0.00
m
Labour:
Carpenter 2nd class Day 0112 158.00 0.12 18.96
Beldar Day 0114 152.00 0.12 18.24
37.20 152.51
Add for water charges @ 1%on all except A 0.01 0.37 1.53
37.57 154.04
Add for contractors profit and overhead @15%on all except A 0.15 5.64 23.11
177.14
Cost of one no. Each 43.21 202.57

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D152142 Vitreous china

S
R
Details of cost for one no.
1
Materials
Vitreous china toilet paper holder of standard size Each 3749 250.00 1.00 250.00
(A) Wooden cleats (Rate same as item no. 074010 Wood work) 12.71 2.00 25.43
Chromium plated Brass screws 25 mm 100 Nos 0588 125.50 0.06 7.53
Carriage of materials Lumpsu 9999 1.00 4.29 0.00
m
Labour:
Carpenter 2nd class Day 0112 158.00 0.12 18.96
Beldar Day 0114 152.00 0.12 18.24
37.20 257.53
Add for water charges @ 1%on all except A 0.01 0.37 2.58
37.57 260.11
Add for contractors profit and overhead @15%on all except A 0.15 5.64 39.02
299.12
Cost of one no. Each 43.21 324.55
SANITARY FITTINGS
D153010 Providing and fixing soil, waste and vent pipes
S
R153011 100mm dia. Sand cast iron S&S pipe as per IS:1729
D
1
S
R
1 Details of cost for 17.37 m
(1.8mx10)-(9x0.07m) = 17.37 m
Materials
S.C.I. soil, waste and vent single socketed pipe1.80 metres long : 100mm dia Each 1617 800.00 10.50 8400.00
Scaffolding Lumpsu 9999 1.00 80.73 80.73
m
Carriage of materials Lumpsu 9999 1.00 53.82 0.00
m
Labour:
Fitter (Grade-1) Day 0116 168.00 0.42 70.56
Bandhani Day 0100 158.00 0.21 33.18
Beldar Day 0114 152.00 0.83 126.16
229.90 8480.73
Add for Water Charges @1% (no rates reqd.) 0.01 2.30 84.81
232.20 8565.54
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 34.83 1284.83
Cost for 17.37 m 267.03 9850.37
Cost per metre metre 15.37 567.09

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D153012 100mm dia. Centrifugally cast (spun) iron S&S pipe as per IS:3989
S
R
1
Details of cost for 16.87 m
(1.75mx10)-(9x0.07m) = 16.87 m
Materials
C.C.I. (spun) socketed soil, waste and vent pipe 1.80 m long ; 100 mm dia Each 3620 800.00 10.50 8400.00
Scaffolding Lumpsu 9999 1.00 80.73 80.73
m
Carriage of materials Lumpsu 9999 1.00 53.82 0.00
m
Labour:
Fitter (Grade-1) Day 0116 168.00 0.42 70.56
Bandhani Day 0100 158.00 0.21 33.18
Beldar Day 0114 152.00 0.83 126.16
229.90 8480.73
Add for Water Charges @1% (no rates reqd.) 0.01 2.30 84.81
232.20 8565.54
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 34.83 1284.83
Cost for 16.87 m 267.03 9850.37
Cost per metre metre 15.83 583.90
D153013 75mm dia. Sand cast iron S&S pipe as per IS:1729
S
R
1 Details of cost for 17.42 m
(1.8mx10)-(9x0.065m)= 17.415 m say 17.42m
Materials
S.C.I. soil, waste and vent single socketed pipe1.80 metres long : 75mm dia Each 1616 725.00 10.50 7612.50
Scaffolding Lumpsu 9999 1.00 80.73 80.73
m
Carriage of materials Lumpsu 9999 1.00 40.38 0.00
m
Labour:
Fitter (Grade-1) Day 0116 168.00 0.35 58.80
Bandhani Day 0100 158.00 0.17 26.86
Beldar Day 0114 152.00 0.70 106.40
192.06 7693.23
Add for Water Charges @1% (no rates reqd.) 0.01 1.92 76.93
193.98 7770.16
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 29.10 1165.52
Cost for 17.42 m 223.08 8935.69

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Cost per metre metre 12.81 512.96

D153014 75mm dia. Centrifugally cast (spun) iron S&S pipe as per IS:3989
S
R
1 Details of cost for 16.92 m
(1.75mx10)-(9x0.065m) = 16.915 m say 16.92 m
Materials
C.C.I. (spun) socketed soil, waste and vent pipe 1.80 m long ; 75 mm dia Each 3621 725.00 10.50 7612.50
Scaffolding Lumpsu 9999 1.00 80.73 80.73
m
Carriage of materials Lumpsu 9999 1.00 40.38 0.00
m
Labour:
Fitter (Grade-1) Day 0116 168.00 0.35 58.80
Bandhani Day 0100 158.00 0.17 26.86
Beldar Day 0114 152.00 0.70 106.40
192.06 7693.23
Add for Water Charges @1% (no rates reqd.) 0.01 1.92 76.93
193.98 7770.16
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 29.10 1165.52
Cost for 16.92 m 223.08 8935.69
Cost per metre metre 13.18 528.11
D153020 Providing and filling the joints with spun yarn cement slurry and cement mortar
S 1:2 (1cement: 2fine sand) in S.C.I./ C.I. pipes
R
1
D153021 75mm dia pipe
S
R Details of cost for 4 joints
1
Materials
Spun yam etc. Lumpsu 9999 1.00 3.50 3.50
m
Labour:
Fitter (Grade-1) Day 0116 168.00 0.28 47.04
Beldar Day 0114 152.00 0.28 42.56
89.60 3.50
Add for Water Charges @1% (no rates reqd.) 0.01 0.90 0.04
90.50 3.54
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 13.57 0.53
Cost for 4 joints 104.07 4.07
Cost for 1 joint Each 26.02 1.02

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D153022 100mm dia pipe

S
R
Details of cost for 4 joints
1
Materials
Spun yam etc. Lumpsu 9999 1.00 4.03 4.03
m
Labour:
Fitter (Grade-1) Day 0116 168.00 0.33 55.44
Beldar Day 0114 152.00 0.33 50.16
105.60 4.03
Add for Water Charges @1% (no rates reqd.) 0.01 1.06 0.04
106.66 4.07
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 16.00 0.61
Cost for 4 joints 122.65 4.68
Cost for 1 joint Each 30.66 1.17
D153030 Providing and fixing M.S. holder-bat clamps of approved design to sand cast
S iron/ cast iron (spun) pipe embedded in and including cement concrete blocks
R 10x10x10cm of 1:2:4 mix (1cement: 2coarse sand: 4graded stone aggregate
1 20mm nominal size) including cost of cutting holes and making good the walls
7 etc.
.
3
7
D153031 For 100mm dia pipe
S
R Details of cost for 5 nos.
1 Materials
M.S.Holder bat clamp of approved design for 100 mm S.C.!. pipe Each 1331 60.00 5.00 300.00
Carriage of bat clamps Lumpsu 9999 1.00 2.47 0.00
m
Labour:
Fitter (Grade-1) Day 0116 168.00 0.13 21.00
Mason (brick layer) 2nd class Day 0124 158.00 0.75 118.50
Beldar Day 0114 152.00 0.50 76.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 7.15 7.15
m
C.C. Block 5x0.10x0x0.10= 0.005 cum 0.00
Stone Aggregate (Single size) : 20 mm nominal size cum 0295 900.00 0.00 2.97
Stone Aggregate (Single size) : 10 mm nominal size cum 0297 900.00 0.00 0.99
Carriage of stone aggregate below 40 mm LS 0 0.00 0.00 0.00
nominal size
Coarse sand (Zone III) cum 0982 850.00 0.00 1.87

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Carriage of coarse sand LS 0 0.00 0.00 0.00

Portland Cement free (rate not required) Tonne 0367 0.00 0.00 0.00
Carriage of cement LS 0 0.00 0.00 0.00
Beldar Day 0114 152.00 0.00 0.68
Coolie Day 0115 152.00 0.00 0.49
Bhisti Day 0101 158.00 0.00 0.22
Mason (brick layer) 1st class Day 0123 168.00 0.00 0.05
Mason (brick layer) 2nd class Day 0124 158.00 0.00 0.05
Mate Day 0128 158.00 0.00 0.03
Hire charges of machine etc. Lumpsu 9999 1.00 0.26 0.26
m
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.13 0.13
m
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.13 0.13
m
230.52 300.00
Add for Water Charges @1% (no rates reqd.) 0.01 2.31 3.00
232.83 303.00
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 34.92 45.45
Cost of 5.00 bat clamps 267.75 348.45
Cost of 1.00 bat clamp Each 53.55 69.69
D153032 For 75mm dia pipe
S
R
1 Details of cost for 5 nos.
Materials
M.S.Holder bat clamp of approved design for75 mm S.C.I. pipe Each 1332 50.00 5.00 250.00
Carriage of bat clamps Lumpsu 9999 1.00 2.47 0.00
m
Labour:
Fitter (Grade-1) Day 0116 168.00 0.13 21.00
Mason (brick layer) 2nd class Day 0124 158.00 0.75 118.50
Beldar Day 0114 152.00 0.50 76.00
Sundries (no rates reqd.) Lumpsu 9999 1.00 7.15 7.15
m
C.C. Block 5x0.10x0x0.10= 0.005 cum 0.00
Stone Aggregate (Single size) : 20 mm nominal size cum 0295 900.00 0.00 2.97
Stone Aggregate (Single size) : 10 mm nominal size cum 0297 900.00 0.00 0.99
Carriage of stone aggregate below 40 mm LS 0 0.00 0.00 0.00
nominal size
Coarse sand (Zone III) cum 0982 850.00 0.00 1.87
Carriage of coarse sand LS 0 0.00 0.00 0.00

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Portland Cement free (rate not required) Tonne 0367 0.00 0.00 0.00
Carriage of cement LS 0 0.00 0.00 0.00
Beldar Day 0114 152.00 0.00 0.68
Coolie Day 0115 152.00 0.00 0.49
Bhisti Day 0101 158.00 0.00 0.22
Mason (brick layer) 1st class Day 0123 168.00 0.00 0.05
Mason (brick layer) 2nd class Day 0124 158.00 0.00 0.05
Mate Day 0128 158.00 0.00 0.03
Hire charges of machine etc. Lumpsu 9999 1.00 0.26 0.26
m
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.13 0.13
m
Sundries (no rates reqd.) Lumpsu 9999 1.00 0.13 0.13
m
230.52 250.00
Add for Water Charges @1% (no rates reqd.) 0.01 2.31 2.50
232.83 252.50
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 34.92 37.88
Cost of 5.00 bat clamps 267.75 290.38
Cost of 1.00 bat clamp Each 53.55 58.08
D153040 Providing and fixing bend of required degree with access door, insertion rubber
S washer 3mm thick, bolts and nuts complete
R
1
D153041 100mm dia. Sand cast iron S&S as per IS-1729
S
R
Details of cost for one no.
1
Materials
S.C.I. bend with access door 100mm dia Each 1625 260.00 1.00 260.00
Rubber insertions for 100 mm dia pipe joints Each 1374 200.00 1.00 200.00
fixing charges Lumpsu 9999 1.00 6.70 6.70
m
466.70
Add for Water Charges @1% (no rates reqd.) 0.01 4.67
471.37
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 70.71
Cost for 1 no. Each 0.00 542.07
D153042 100mm dia. Sand cast iron S&S as per IS-3989
S
R Details of cost for one no.
1
Materials
S.C.I. S&S bends with access door 100 mm dia Each 3624 280.00 1.00 280.00

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Rubber insertions for 100 mm dia pipe joints Each 1374 200.00 1.00 200.00
fixing charges Lumpsu 9999 1.00 6.70 6.70
m
486.70
Add for Water Charges @1% (no rates reqd.) 0.01 4.87
491.57
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 73.74
Cost for 1 no. Each 0.00 565.30
D153043 75mm dia. Sand cast iron S&S as per IS-1729
S
R
1 Details of cost for one no.
Materials
S.C.I. bend with access door 75mm dia Each 1624 220.00 1.00 220.00
Rubber insertions for80 mm dia pipe joints Each 1373 150.00 1.00 150.00
fixing charges Lumpsu 9999 1.00 5.40 5.40
m
375.40
Add for Water Charges @1% (no rates reqd.) 0.01 3.75
379.15
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 56.87
Cost for 1 no. Each 0.00 436.03
D153044 75mm dia. Sand cast iron S&S as per IS-3989
S
R
Details of cost for one no.
1
Materials
S.C.I. S&S bends with access door 75 mm dia Each 3625 220.00 1.00 220.00
Rubber insertions for80 mm dia pipe joints Each 1373 150.00 1.00 150.00
fixing charges Lumpsu 9999 1.00 5.40 5.40
m
375.40
Add for Water Charges @1% (no rates reqd.) 0.01 3.75
379.15
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 56.87
Cost for 1 no. Each 0.00 436.03
D153050 Providing and fixing plain bend of required degree
S
R
D153051 100mm dia. Sand cast iron S&S as per IS-1729
1
S
R Details of cost for one no.
1 Materials
S.C.I. plain bend 100mm dia Each 1621 220.00 1.00 220.00

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fixing charges Lumpsu 9999 1.00 6.70 6.70

m
226.70
Add for Water Charges @1% (no rates reqd.) 0.01 2.27
228.97
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 34.35
Cost for 1 no. Each 0.00 263.31
D153052 100mm dia. Sand cast iron S&S as per IS-3989
S
R
1 Details of cost for one no.
Materials
S.C.I. S&S bends 100 mm dia Each 3628 240.00 1.00 240.00
fixing charges Lumpsu 9999 1.00 6.70 6.70
m
246.70
Add for Water Charges @1% (no rates reqd.) 0.01 2.47
249.17
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 37.38
Cost for 1 no. Each 0.00 286.54
D153053 75mm dia. Sand cast iron S&S as per IS-1729
S
R Details of cost for one no.
1
Materials
S.C.I. plain bend 75mm dia Each 1620 185.00 1.00 185.00
fixing charges Lumpsu 9999 1.00 5.40 5.40
m
190.40
Add for Water Charges @1% (no rates reqd.) 0.01 1.90
192.30
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 28.85
Cost for 1 no. Each 0.00 221.15
D153054 75mm dia. Sand cast iron S&S as per IS-3989
S
R Details of cost for one no.
1 Materials
S.C.I. S&S bends 75mm dia Each 3629 220.00 1.00 220.00
fixing charges Lumpsu 9999 1.00 5.40 5.40
m
225.40
Add for Water Charges @1% (no rates reqd.) 0.01 2.25
227.65

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Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 34.15
Cost for 1 no. Each 0.00 261.80
D153060 Providing and fixing heel rest sanitary bend
S
R
D153061 100mm dia. Sand cast iron S&S as per IS-1729
1
S
R
1 Details of cost for one no.
Materials
Sand cast iron heel rest bend 100mm dia Each 1667 280.00 1.00 280.00
fixing charges Lumpsu 9999 1.00 5.40 5.40
m
285.40
Add for Water Charges @1% (no rates reqd.) 0.01 2.85
288.25
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 43.24
Cost for 1 no. Each 0.00 331.49
D153062 100mm dia. Sand cast iron S&S as per IS-3989
S
R
1 Details of cost for one no.
Materials
S.C.I. S&S heel rest sanitary bend 100 mm dia Each 3634 280.00 1.00 280.00
fixing charges Lumpsu 9999 1.00 6.70 6.70
m
286.70
Add for Water Charges @1% (no rates reqd.) 0.01 2.87
289.57
Add for Contractor’s Profit and Overheads @ 15% (no rates reqd.) 0.15 43.44
Cost for 1 no. Each 0.00 333.00
D153063 75mm dia. Sand cast iron S&S as per IS-1729
S
R
1