GENERAL ABSTRACT

SL.NO DESCRIPTION AMOUNT

1 Civil Works Cafetria : Rs. 41751634
2 Civil Works A block : Rs. 128601176
3 Civil Works B Block : Rs. 119278280
4 Civil Works C Block : Rs. 107959844

Total Civil work for all the Blocks Rs. 397590935

Page - 1
 CIVIL BOQ
Page/
Sl No Item No Description Unit Quantity Rate Total Amount

A Civil Work
1 EARTH WORKS

KSRRB M200-10.1. Clearing and grubbing road

land including uprooting rank vegetation, grass,
bushes, shrubs, saplings and trees girth up to 300
Page.no mm, removaL of stumps of trees cut earlier and
136/ disposal of unserviceable materials and stacking
1.01 Ha 0.27 52788.24 14094.46
Item.no of serviceable material to be used or auctioned,
18.13 including removal and disposal of top organic soil
not exceeding 150 mm in thickness complete as
per specifications. I. By Manual Means: A. In area
of light jungle.
Earthwork MORTHall
excavation Specification
type of soil,No.
for 201
foundation of buildings, culverts, water supply,
sanitary lines and electrical conduits either in pits
or in trenches 1.5m.and above in width, in
ordinary soil including dressing the bottom and
sides of pits and trenches, stacking the excavated
Page.no 5/ soil clear from edges of excavation after breaking
1.02 Item.no of clods including cost & conveyance of all Cum 1130.00 305.64 345373.20
2.4 materials, cost of labour & equipment, with all
lead and lift, loading & unloading & all other
incidental charges required for successful
completion of work as per specification, designs,
drawings, etc., complete and directions of the
Engineer in-charge of the work and complete as
per specifications.
Earth work in excavation of foundation of
structures as per drawing and technical
specification, including setting out, construction of
Page.no 7/ shoring and bracing, removal of stumps and other
1.03 Item.no deleterious matter, dressing of sides and bottom, Cum 4520.00 57.24 258724.80
2.23.1 backfilling the excavation earth to the extent
required and utilising the remaining earth locally
for the work. ( hard soil) _ mechanical means
Ordinary/Hard soil-Mechanical Means (Depth upto 0.00
3 m)
Filling available excavated earth ( excluding rock)
in sides of foundations upto plinth in layers not
Page.no 6/ exceeding 20 ems. in depth, compacting each
1.04 Item.no deposited layer by ramming after watering with Cum 4304.00 137.16 590336.64
2.10 lead upto 50 m. and lift upto 1.5 m. including cost
of all labour complete as per specifications.
specification. No. KBS 2.9
Loading , Tansportation ans unloading of debris
7 Pg no 140 from a lead of 25 kms with all lead and lift cum 1346.00 161.19 216961.74
complete as per specification
ANTITERMITE
KSRB-3.2: ProvidingTREATMENT
and injecting chemical 0.00 0.00
emulsion for Pre­constructional Anti-Termite
Treatment, creating continuous chemical barrier
under and around the column pits, walls,
trenches, basement excavation, top surface of the
plinth filling, junction of wall and floor, along the
external perimeter of building, expansion joints,
Page.no 9
over the top surface of consolidated earth on
1.08 Item.no Sqm 1528.00 111.24 169974.72
which apron is to be laid, surrounding of pipes
3.2
and conduits, with chloropyriphos emulsifiable
concentrates of 20% concentration, including cost
of chemical, diluting in water to one percent
concentration, labour, HOM of equipments,
complete as per specifications. (Plinth area of the
building at ground floor only shall be
2 measured)specification.
Cement Concrete 0.00 0.00
KSRB 4-1.3: Providing and laying in position plain
cement concrete of mix 1:4:8 with OPC cement @
180kgs,with 40mm and down size graded granite
Page.no metal coarse aggregates @ 0.85cum and fine
12/ aggregates @ 0.57cum machine mixed,machine
2.01 Cum 718.00 5256.36 3774066.48
Item.no mixed, concrete laid in layers not exceeding 15
4.3 cms. thick, well compacted, in foundation,
including cost of all materials, labour, HOM of
machinery, curing complete as per specifications.
Specification No. KBS 4.1, 4.2

Page 1
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Sl No Item No Description Unit Quantity Rate Total Amount

KSRB 4-1.1 : Providing and laying in position plain

cement concrete of mix M15 with OPC cement @
240kgs,with 20mm and down size graded granite
Page.no
metal coarse aggregates @ 0.878cum and fine
12/
2.03 aggregates @ 0.459cum machine mixed, concrete 0.00 0.00
Item.no
laid in layers not exceeding 15 cms. thick, well
4.6
compacted,, including cost of all materials,
labour, HOM of machinery, curing complete as per
specifications. in plinth cills,
GROUND FLOOR Cum 6.00 5876.28 35257.68
FIRST FLOOR Cum 12.00 5930.28 71163.36
SECOND FLOOR Cum 12.00 5984.28 71811.36
THIRD FLOOR Cum 12.00 6038.28 72459.36
KSRB 4.2.1 : Providing and laying in position
reinforced cement concrete of design mix M25
with OPC cement @ 340kgs, with 20mm and
down size graded granite metal coarse
aggregates @0.70cum and fine aggregtes @
Pg no 18 / 0.47cum, with superplastisiser @3lts confirming
2.04 Item no to IS9103-1999 Reaffirmed-2008, at machine 0.00 0.00
4.49.2 mixed, concrete laid in layers not exceeding 15
cms thick, vibrated for all works in foundation for
footings,pedestals, columns, Beams, slab,lift,
including cost of all materials, labour, HOM of
machinery, curing, complete as per specifications.
Specification No. KBS 4.1, 4.6
Ready Mix concrete 0.00
Footing, Pedestal Cum 212.00 6550.20 1388642.40
Plinth Beam Cum 81.00 6550.20 530566.20
Lintels,Roof beams, Roof slabs,Columns,Stair
0.00
case.
GROUND FLOOR Cum 375.00 6550.20 2456325.00
FIRST FLOOR Cum 345.00 6550.20 2259819.00
SECOND FLOOR Cum 345.00 6550.20 2259819.00
THIRD FLOOR & TERRACE FLOOR Cum 414.00 6550.20 2711782.80
0.00
Providing RCC loft (Atta) 7.5 Cms thick with
Cement Concrete Mix M20 using clean granite or
trap jelly of 20 mm and down size with necessary
form work, centring, curing, finishing the exposed
faces with cement mortar (1:3) etc complete
Page.no 19 including cost & conveyance of all materials, cost
2.05 Item.no of labour & equipment, with all lead and lift, 0.00 0.00
4.54 loading & unloading & all other incidental charges
required for successful completion of work as per
specification, designs, drawings, HOM of
machinery, curing complete etc as per
specification. (Exclusive cost of Steel &
Fabrication charges)
GROUND FLOOR Sqm 10.00 486.00 4860.00
FIRST FLOOR Sqm 32.00 486.00 15552.00
SECOND FLOOR Sqm 32.00 486.00 15552.00
THIRD FLOOR & TERRACE FLOOR Sqm 32.00 486.00 15552.00
3 CENTERING WORKS 0.00 0.00
KSRB 4-6.1 : Providing and removing centering,
Page.no shuttering, strutting, propping etc., and removal
15/ of form work for foundations, footings, bases of
3.01 Sqm 232.00 249.48 57879.36
Item.no columns for mass concrete including cost of ail
4.28 materials, labour complete as per specificaitons.
Specification No, KBS 4.6.2
KSRB 4-6.4 : Providing and removing centering,
shuttering, strutting, propping etc., and removal
Page.no
of form work for vertical surface such as walls at
15/
3.02 any thickness, including attached pilasters, 0.00 0.00
Item.no
buttresses, plinth and string courses cost of all
4.31
materials, labour complete as per specificaitons.
Specification No. KBS 4.6.2
GROUND FLOOR Sqm 182.00 316.44 57592.08
FIRST FLOOR Sqm 104.00 321.84 33471.36
SECOND FLOOR Sqm 104.00 327.24 34032.96
THIRD FLOOR & TERRACE FLOOR Sqm 283.00 332.64 94137.12
KSRB 4-6.7 :Providing and removing centering,
shuttering, strutting, propping etc" and removal
Page.no
of form work for sides and soffits of beams, beam
16/
3.03 haunchings, cantilever girders, bressumers and 0.00 0.00
Item.no
lintels not exceeding 1 m in depth including cost
4.34
of all materials, labour complete as per
specificaitons, Specification No. KBS 4.6.2
Plinth Beam sqm 450.00 276.48 124416.00

Page 2
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Sl No Item No Description Unit Quantity Rate Total Amount

GROUND FLOOR Sqm 1429.00 276.48 395089.92

FIRST FLOOR Sqm 1291.00 281.88 363907.08
SECOND FLOOR Sqm 1291.00 287.28 370878.48
THIRD FLOOR & TERRACE FLOOR Sqm 292.68 0.00
KSRB 4-6.5 : Providing and removing centering,
shuttering, strtting, propping etc., and removing
Page.no
of form work for columns, pillers, piers,
16/
3.04 abutments, post and struts, square / rectangular / 0.00 0.00
Item.no
polygon in plan including cost of all materials,
4.32
labour complete as per specification.Specification
No. KBS 4.6.2
BELOW PLINTH BEAM Sqm 469.00 395.28 185386.32
GROUND FLOOR Sqm 993.00 400.68 397875.24
FIRST FLOOR Sqm 993.00 406.08 403237.44
SECOND FLOOR Sqm 993.00 411.48 408599.64
THIRD FLOOR & TERRACE FLOOR Sqm 1195.00 416.88 498171.60
KSRB 4-6.2 : Providng and removing centering,
shuttering, strutting, propping etc., and removal
Page.no of form work for flat surface such as suspended
15/ floors, roofs, landings, balconies and likes,
3.05 0.00 0.00
Item.no thickness upto 200mm including cost of all
4.18 materials, labour complete as per
specifications.up to 3.50m from Ground
level.Specification No. KBS 4.6.2
Heigth for 0 to 3.5 mts 0.00 0.00
GROUND FLOOR Sqm 1166.00 338.04 394154.64
FIRST FLOOR Sqm 1166.00 343.44 400451.04
SECOND FLOOR Sqm 1166.00 348.84 406747.44
THIRD FLOOR & TERRACE FLOOR Sqm 1400.00 354.24 495936.00
KSRB 4-6.11 :Providing and removing centering,
Page.no shuttering, strutting, propping etc., and removal
16/ of form work for Stairs (including landing) except
3.06 0.00 0.00
Item.no spiral staircase including cost of all materials,
4.38 labour complete as per specificaiton. Specltication
No. KBS 4.6.2
GROUND FLOOR Sqm 50.00 513.00 25650.00
FIRST FLOOR Sqm 50.00 518.40 25920.00
SECOND FLOOR Sqm 50.00 523.80 26190.00
THIRD FLOOR & TERRACE FLOOR Sqm 50.00 529.20 26460.00
Page.no KSRB 4-6.9 : Providing and removing centering,
16/ shuttering, strutting, propping etc., for edges of
3.07 0.00 0.00
Item.no slabs and breaks in floor,( cills ) including cost of all materials,
4.36 labour complete as per specification.Specltication No. KBS 4.6.2
GROUND FLOOR Sqm 12.00 732.24 8786.88
FIRST FLOOR Sqm 12.00 737.64 8851.68
SECOND FLOOR Sqm 12.00 743.04 8916.48
THIRD FLOOR & TERRACE FLOOR Sqm 16.00 748.44 11975.04
5 T.M.T Steel work 0.00 0.00
KSRB 4.9.2: Providing T.M.T steel reinforcement
for R.C.C work including straightening, cutting,
Page.no
bending, hooking, placing in position, lapping
17/
and /or welding wherever required, tying with
Item.no
binding wire of approved and anchoring to the
4 4.46.2+ 0.00 0.00
adjoining members wherever necessary complete
Page no
as per design (laps, hooks and wastage shall not
18/ Item
be measured and paid) cost of material, labour,
no 4.47
HOM of machineries complete as per
specifications. Specification No. KBS 4.6.3. Fe 550
FOOTING, PEDESTAL, COLUMN Tonne 150.00 61237.08 9185562.00
GROUND FLOOR Tonne 28.00 61237.08 1714638.24
FIRST FLOOR Tonne 28.00 61746.84 1728911.52
SECOND FLOOR Tonne 28.00 62256.60 1743184.80
THIRD FLOOR & TERRACE FLOOR Tonne 56.00 62766.36 3514916.16
0.00 0.00
5 MASONRY WORKS 0.00 0.00
KSRB 5.1-3 : Providing and constructing granite /
Page.no trap / basalt stone masonry in foundation with
23/ cement mortar 1:6 (uncoursed ), bond stones at
5.01 Cum 50.00 4521.96 226098.00
Item.no two m. apart in each course including cost of
5.6 materials, labour, curing complete as per
specifications.
KSRB 5-14 : Providing and constructing precast
concrete solid blocks with compressive strength
not less than 5 Newton per sqmm with cement
Page.no 25
mortar 1:4 masonry (quoin, Jamb, closer blocks )
5.02 Item.no 0.00 0.00
with solid concrete blocks of size 40x20x20cms
5.27
conforming to I.S: 2185/1965 in superstructure
including cost of materials, labour charges,
scaffolding, curing complete as per specifications.

Page 3
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Sl No Item No Description Unit Quantity Rate Total Amount

GROUND FLOOR Sqm 1652.00 1011.96 1671757.92

FIRST FLOOR Sqm 1720.00 1044.36 1796299.20
SECOND FLOOR Sqm 1720.00 1076.76 1852027.20
THIRD FLOOR & TERRACE FLOOR Sqm 1247.00 1109.16 1383122.52
KSRB 5-14 : Providing and constructing precast
concrete solid blocks with compressive strength
not less than 5 Newton per sqmm with cement
mortar 1:4 masonry (quoin, Jamb, closer blocks )
5.03 0.00
with solid concrete blocks of size 40x15x20cms
conforming to I.S: 2185/1965 in superstructure
including cost of materials, labour charges,
scaffolding, curing complete as per specifications.
GROUND FLOOR Sqm 25.00 969.30 24232.50
FIRST FLOOR Sqm 25.00 998.35 24958.80
SECOND FLOOR Sqm 25.00 1027.51 25687.80
THIRD FLOOR & TERRACE FLOOR Sqm 25.00 1056.56 26414.10
KSRB 5-15 : Providing and constructing non-load
bearing wall with cement concrete solid blocks
with compressive strength not less than 3.5
Page.no 25 Newton per sqmm with cement mortar 1:4 ( Jamb,
5.04 Item.no closer blocks) with blocks of size 40x10x20cms. 0.00 0.00
5.28 ( lxbxh ) conforming to I.S : 2185/1965 in
superstructure including cost of materials, labour
charges, scaffolding, curing complete as per
specifications.
GROUND FLOOR Sqm 425.00 773.28 328644.00
FIRST FLOOR Sqm 430.00 805.68 346442.40
SECOND FLOOR Sqm 430.00 838.08 360374.40
THIRD FLOOR & TERRACE FLOOR Sqm 325.00 870.48 282906.00
0.00 0.00
KSRB 6-6.1: Providing and constructing burnt
brick masonary with approved quality of modular
Page.no 28 brick of standard size of class designation 7.5
5.05 Item.no newton persqmm(tabel moulded) with cement 0.00 0.00
6.16 mortar 1:8 for super structure including cost of
materials ,labour charges,scaffolding ,curing
complete as per specification.
GROUND FLOOR cum 20.00 6944.40 138888.00
FIRST FLOOR cum 20.00 7152.73 143054.64
SECOND FLOOR cum 20.00 7361.06 147221.28
THIRD FLOOR & TERRACE FLOOR cum 20.00 7569.40 151387.92
0.00
KSRB 6-7.1Construction of partition wall11.2 cms
thick with non modular ground moulded burnt
Page.no 28
brick of class designation 3.5newton per sqmm
5.06 Item.no 0.00 0.00
with cement mortar 1:4 including cost of
6.25
materials ,labour charges,scaffolding ,curing
complete as per specification.
GROUND FLOOR Sqm 20.00 900.72 18014.40
FIRST FLOOR Sqm 20.00 927.74 18554.83
SECOND FLOOR Sqm 20.00 954.76 19095.26
THIRD FLOOR & TERRACE FLOOR Sqm 20.00 981.72 19634.40
6 WOOD WORKS 0.00 0.00
Providing White Sal wood frames of doors,
windows, clerestory windows, ventilators and
Page.no 51
other frames, wrought, framed or assembled
6.01 Item.no 0.00 0.00
including making plaster groves ( excluding cost
9.13
of cement concrete and side clamps ), but
including cost of mater
GROUND FLOOR Cum 3.50 69034.68 241621.38
FIRST FLOOR Cum 2.75 69034.68 189845.37
SECOND FLOOR Cum 2.75 69034.68 189845.37
THIRD FLOOR Cum 2.75 69034.68 189845.37
KSRB 9-27.1 : Fixing of door frame in an existing
opening including embedding frame in floor and
walls after cutting masonry for holdfasts for
embedding holdfast in cement concrete 1:3:6 of
Page.no 57
20mm and down size granite metal painting two
6.02 Item.no 0.00 0.00
coats of coal tar to sides of frame, making good
9.80
the damages to walls and floor as required and
disposal of the debris with lead upto 50 m.
including cost of materials, labour charges,
complete as per specifications.
GROUND FLOOR Nos 90.00 1138.32 102448.80
FIRST FLOOR Nos 88.00 1138.32 100172.16
SECOND FLOOR Nos 88.00 1138.32 100172.16
THIRD FLOOR & TERRACE FLOOR Nos 71.00 1138.32 80820.72
0.00 0.00

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Sl No Item No Description Unit Quantity Rate Total Amount

Page.no 62 Providing and fixing flush door shutter made out

6.03 Item.no of solid core black board type, well seasoned 0.00 0.00
9.106.4 chemically treated hard wood

GROUND FLOOR Sqm 130.00 3954.96 514144.80

FIRST FLOOR Sqm 100.00 3958.20 395820.00
SECOND FLOOR Sqm 100.00 3961.44 396144.00
THIRD FLOOR & TERRACE FLOOR Sqm 100.00 3964.68 396468.00
Providing and fixing 65mmx125mm GRP
Doorframe fabricated using E-Glass Chopped
Strand Mat (CSM) U.V- stabilized Isopthalic
Gelcoat and Isopthalic resin. The thickness of the
GRP skin shall not be less than 2.0mm. The
doorframe consists of four segments, which are
Page.no 60 provided with plug-in-socket arrangement in-situ
6.04 Item.no in the mould. The segments are plugged in and 0.00 0.00
9.96 are joined together by means of screws. The GRP
frame shall be provided with wooden
reinforcement on 6 locations for high screw
holding capacity for fixing metalling hold fast and
shall be consolidated by filling with medium
density foam/Plaster of Paris with fibre
reinforcement. Six Numbers of
260mmx25mmx5mm size 'S' shaped M.S. flat
GROUND FLOOR m 200.00 610.20 122040.00
FIRST FLOOR m 125.00 613.44 76680.00
SECOND FLOOR m 125.00 616.68 77085.00
THIRD FLOOR m 125.00 619.92 77490.00
Providing and fixing factory made single leaft rigid
GRP Sandwich composite door shutter of 32mm
thick, laminated with two GRP skins with wood
grain finish, fabricated using U.V-stabilized
Isopthalic Gelcoat and on layer of 450 gsm E-
Glass Chopped strand Mat (CSM), impregnated
with orthopthalic polyster resin. The thickness of
the skins shall not be less than 1.5mm. Expanded
Polystyrene (EPS) structural foam panel of 29mm
thickness and a density of 20 Kg/m3 shall be used
as core material. Wooden reinforcements made
Page.no 59 of Seasoned Salwood block of cross section not
6.05 Item.no less than 28mmx32mm and also necessary 0.00
9.93 salwood reinforcements for fixing the metal
fittings such as tower bolts, aldrops, handles, etc,
shall be provided. A structural adhesive
compatible with EPS foam shall be used for
bonding the core material, the Salwood
reinforcement and the skins. The material and
process for manufacturing the door shutters shall
confirm to RV/TIFAC Composites Design centre
Standards and specifications and the door
shutters tested in confiramation to IS 4020-1994.
The finish of shutter will be plain colour
White/Ivory/Beige/Light Grey or any other colour
using high
GROUND quality pigments. Exclusing cost of
FLOOR sqm 65.00 3456.00 224640.00
FIRST FLOOR sqm 50.00 3459.24 172962.00
SECOND FLOOR sqm 50.00 3462.48 173124.00
THIRD FLOOR & TERRACE FLOOR sqm 50.00 3465.72 173286.00
Providing & fixing of glazed 3 Track-2 Panel 0.00
Sliding doors, Windows with Mesh made out of
multi Chamered uPVC sections with TPV gaskets
having Isolated drainage and reinforced witgh
Galvanized iron profiles through out the window.
The sliding outer frame having a overall size of
Page.no 108 x45 mm with reinforcement of 1 mm
309 thickness and sash with overall size of 30x48.5
6.06 0.00 0.00
Item.no38. mm with reinforcement of 1.5mm thickness.
44.5, Glazing bead for fixing of glass shall be of size
20x18mm and coextruded with gasket. fiber glass
shall be provided in the mesh shutter.Windows
shall be provided with 5mm plain float glass,
standard hardware & single point locking system
of flush lock, Wall thickness of frame & sash shall
be 2-2.2 mm.
GROUND FLOOR Sqm 277.00 8100.00 2243700.00
FIRST FLOOR Sqm 275.00 8100.00 2227500.00
SECOND FLOOR Sqm 250.00 8100.00 2025000.00
THIRD FLOOR & TERRACE FLOOR Sqm 205.00 8100.00 1660500.00

Page 5
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Sl No Item No Description Unit Quantity Rate Total Amount

Providing & fixing of glazed Ventilator made out of

multi Chamered uPVC sections with TPV gaskets
Page.no having Isolated drainage and reinforced witgh
309 Galvanized iron profiles through out the
6.06 0.00
Item.no38. window.ventilators shall be provided with 5mm
44.3 plain float glass, standard hardware & single point
locking system of flush lock, Wall thickness of
frame & sash shall be 2-2.2 mm.
GROUND FLOOR Sqm 7.00 6696.00 46872.00
FIRST FLOOR Sqm 7.00 6696.00 46872.00
SECOND FLOOR Sqm 7.00 6696.00 46872.00
THIRD FLOOR & TERRACE FLOOR Sqm 7.00 6696.00 46872.00
0.00 0.00
KSRB 7.9: Providing & fixing MS grill works for
windows and ventilators using M.S. flats, or M.S.
square rods, or combination of cutting steel
Page.no 32
sections and welding the same to required
6.07 Item.no Kgs 20000.00 84.24 1684800.00
pattern with a coat of Red lead primer, cost of
7.9
materials, fixtures, labour and HOM of
machineries complete as per specification.
specification
Providing andno. KBSM.S.
fixing 7.12Hand railing for
Balcony/Staircase etc, with 50mm dia. M.S.
hollow pipe of 14 gauge, welded to 20mmx20mm
M.S. square rod placed vertically, spaced at
100mm at regular intervals of 600mm. These
vertical rods laterally tied to 3 horizontal rods
spaced at equal interval. These assembly is fixed
Page.no 42
to concrete by using expansion bolts and welding
6.08 Item.no 0.00 0.00
the same to reinforcement bars and making good
7.35
the surface. All the joints and sections hould be
cut to length, welded and grinded wherever
necessary etc., complete . The work includes cost
of all materials, labour charges for all items of
work, hire charges for welding, cutting and
grinding equipment, and electricity charges, etc.,
complete as per specification and drawing.
GROUND FLOOR Sqm 125.00 2857.68 357210.00
FIRST FLOOR Sqm 175.00 2863.08 501039.00
SECOND FLOOR Sqm 175.00 2868.48 501984.00
THIRD FLOOR & TERRACE FLOOR Sqm 135.00 2873.88 387973.80
0.00
Providing Teak wood frames of
doors ,windows,clesrestory
Page no 51 windows,ventilatorsand other
6.09 item no frames,wrought,framed or assembled including Cum 0.12 200787.00 24094.44
9.10 making plaster grooves(excluding cost of
cement,labour,HOM of machineries complete as
per specifications
0.00
Providing & fixing in position fully panelled Teak
wood shutters for doors ,with styles and rails of
40mm thick with bottom and lock rails 180mm
Page no 51
wide top rail & styles .100 mm wide as per
6.10 item no Sqm 6.51 8964.00 58355.64
drawing and panels of 25 mm thick including cost
9.14
of materials, labour,HOM of machieneries
complete as per specificatios(excluding cost of
fixtures) specificatio No KBS 9.34
Providing & Fixing 304 grade stainless steel hand 0.00
rails of 14 guage pipes for ramps staircase
madeout of stainless steel hollow pipes , using 50
mm dia for verticals @1.60 mtr c/c fixed to the
ramps or steps by drilling with bolts & 100 mm
dia MS base plate 10 guage for fixing vertical
pipes 4 -nos anchor bolts & 40 mm dia pipes
fixed horizontally for 2 rows top & one pipe fixed
with vertical pippes another one fixed with elbows
Page no 43 and 25mm dia pipes are fixed horizontally for 2
6.11 item no rows below top measure @ equal intervals Sqm 36.00 6286.68 226320.48
7.39 includding cutting ,welding ,bending whereever
necessary with suitable caps @tops ,bottoms &
corners finishing with mat /shining etc.complete
including cost and conveyance of all
materials ,labourfor all items of work ,HOM of
equipment with all lead and lift ,loading &
unloading ,transportation chargesand all other
incidental charges etc,complete as per
specification and directions of the Engineer -in-
charge of the work 0.00

Page 6
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Sl No Item No Description Unit Quantity Rate Total Amount

Providing & Fixing 304 grade staircase railings

ramps,balconies,with handrails of stainless steel
hollow pipes , using 50 mm dia 16 guage hollow
pipe, welded to vertical hollow 50mm dia pipe of
16 guage stain less steell vertical pipe spaced
@1.20 mtr regular intervals , ands 5 nos of 25mm
dia . Stainless steel hollow horizontal pipe welded
Page no 43
to vertical 50mm dia hollow pipe.the entire
6.12 item no 0.00
assmbly is fixed to staircase concrete by using
7.38
expansion bolts by drilling concrete etc. including
cost and conveyance of all materials ,labourfor all
items of work ,HOM of equipment with all lead
and lift ,loading & unloading ,transportation
chargesand all other incidental charges
etc,complete as per specification and directions of
the Engineer -in-charge of the work
GROUND FLOOR Sqm 122.60 6638.76 813911.98
FIRST FLOOR Sqm 66.10 6837.92 451986.70
SECOND FLOOR Sqm 70.35 7037.09 495058.97
THIRD FLOOR & TERRACE FLOOR Sqm 57.60 7236.25 416807.91
0.00
7 PLASTERING WORKS 0.00 0.00
KSRB 15-3-13 : Providing 12mm thick cement
plaster (ceiling) in single coat with cement mortar
Page.no
1:3 to ceiling including rounding off corners
114,Item.n
7.01 wherever required smooth rendering, : Providng 0.00 0.00
o 15.21 &
and removing scaffolding, including cost of
note(1)
materials, labour, curing complete as per
specifications.
GROUND FLOOR Sqm 1250.00 208.44 260550.00
FIRST FLOOR Sqm 1588.00 213.84 339577.92
SECOND FLOOR Sqm 1588.00 219.24 348153.12
THIRD FLOOR & TERRACE FLOOR Sqm 1650.00 224.64 370656.00
KSRB 15-3.3 : Providing 12mm thick cement
Page.no plaster (inside) in single coat with cement mortar
113 1:6to brick masonry including rounding off
7.02 Item.no corners wherever required smooth rendering, : 0.00 0.00
15.11 & Providng and removing scaffolding, including cost
note(1) of materials, labour, curing complete as per
specifications.
GROUND FLOOR Sqm 3850.00 162.00 623700.00
FIRST FLOOR Sqm 3925.00 167.40 657045.00
SECOND FLOOR Sqm 3925.00 172.80 678240.00
THIRD FLOOR & TERRACE FLOOR Sqm 1587.00 178.20 282803.40
Pg no 115/ KSRB15-7 : Providing lime rendering for
7.02 0.00 0.00
it no 15.33 plastering to wall and ceiling , including cost of
materials, labour, curing complete as per
GROUND FLOOR Sqm 5100.00 27.00 137700.00
FIRST FLOOR Sqm 5513.00 32.40 178621.20
SECOND FLOOR Sqm 5513.00 37.80 208391.40
THIRD FLOOR & TERRACE FLOOR Sqm 3237.00 43.20 139838.40
KSRB 15-3.9: Providing 18mm thick cement
Page.no plaster in single coat with cement mortar 1:6 to
114,Item.n brick masonry including rounding providing and
7.03 0.00
o 15.17 & removing scaffolding, including cost of materials,
15.26 labour, curing complete as per specifications.
KSRB15-4.4 External
GROUND FLOOR Sqm 1253.00 222.48 278767.44
FIRST FLOOR Sqm 1253.00 227.88 285533.64
SECOND FLOOR Sqm 1253.00 233.28 292299.84
THIRD FLOOR & TERRACE FLOOR Sqm 930.00 238.68 221972.40
KSRB15-5.2: Providing rough cement plastering
Page.no
15mm thick in singlecoat with cement mortar 1:6
114& 115,
to brick masonry for base of dadoing works with
7.04 Item.no 0.00 0.00
sand of approved quality,: Providing and
15.31 &
removing scaffolding, including cost of materials,
note(1)
labour, curing complete as per specifications.
GROUND FLOOR Sqm 375.00 169.56 63585.00

Page 7
 CIVIL BOQ
Page/
Sl No Item No Description Unit Quantity Rate Total Amount

DEMOLITION PART

KSRRB M200-14.1 : Dismantling of existing structures like

culverts, bridges and retaining walls and other structures
compraising of masonry, cement concrete, wood work, steel
work including T & P and scaffolding wherever necessary,
1 18.23/137 sorting the dismantled materials, disposal of unserviceable cum 1350.00 263.52 355752.00
materials, stacking the serviceable materials with all lifts and
lead of 1000 metres complete as per specifications
ii) Dismantling Brick/tile work. a. Lime mortar
MORT & H Specification No. 202
0.00
Dismantling cement concrete flooring or plain cement concrete
2 37.51/265 work including removing and conveying the debris to distance sqm 2250.00 59.40 133650.00
upto 200m (within average thickness of 15 cms).
0.00
KSRRB M200-12.1 : Dismantling of existing structures like
culverts, bridges and retaining walls and other structures
compraising of masonry, cement concrete, wood work, steel
work including T & P and scaffolding wherever necessary,
3 18.20/137 sorting the dismantled materials, disposal of unserviceable cum 300.00 372.60 111780.00
materials, stacking the serviceable materials with all lifts and
lead of 1000 metres complete as per specifications
i) Lime/cement concrete. i. By manual means : a. Lime
concrete/cement concrete grade M10 and below
MORT & H Specification No. 202
KSRRB M200-13.1 : -- do-- ii. By mechanical means a. Cement
0.00
concrete grade M15 & M20
0.00
Removal of Wooden partions/ aluminium partition/ false ceiling
4 39.10/323 sqm 1800.00 64.80 116640.00
and stacking them within a distance of 200 m
0.00
Removing of existing old or broken wash basin / urinals and
disposal it with all cost and conveyance labour for all items of
5 16.41/131 work, HOM of equiments with all lead and lift , loading and each 36.00 219.24 7892.64
unloading, transportation charges and all other incidental
charges etc., complete as per specification and directions of the
engineer - in -charge of the work
0.00
Removing of existing old or IWC/EWC and disposal it with all
cost and conveyance labour for all items of work, HOM of
6 16.42/132 equiments with all lead and lift , loading and unloading, each 36.00 201.24 7244.64
transportation charges and all other incidental charges etc.,
complete as per specification and directions of the engineer - in
-charge of the work
0.00
7 Pg no 140 Loading , Tansportation ans unloading of debris from a lead of cum 1867.50 161.19 301022.33
25 kms with all lead and lift complete as per specification
0.00
REMOVING AND STACKING 0.00
0.00
KSRRB M200-15.1 : Dismantling of existing structures like
culverts, bridges and retaining walls and other structures
compraising of masonry, cement concrete, wood work, steel
work including T & P and scaffolding wherever necessary,
8 18.27/137 sorting the dismantled materials, disposal of unserviceable cum 513.00 263.52 135185.76
materials, stacking the serviceable materials with all lifts and
lead of 1000 metres complete as per specifications
iii) Dismantling stone masonry a. Rubble masonry in lime
mortar.
KSRRB M200-15.2: -- do -- b. Rubble masonry in cement mortar 0.00
0.00
KSRRB M200-16 : --do-- iv. Dismantling wood work wrought
9 18.32/138 framed and fixed in frames of structures upto a height of 5m cum 96.00 473.04 45411.84
above plinth level
0.00
37.42.2/2 Dismantling mangalore tiles roof and stacking the material
10 sqm 980.00 33.48 32810.40
64 within a radius of 50 m.
without reepers

REALISATION PART

Removing and stacking Door and window frame, shutters,

1 cum 108 -28000.00 -3024000.00
reepers/ Purlins/ main rafter
0.00
2 Mangalore tiles ( 40 % retrivable) sqm 14700 -0.84 -12348.00
0.00
3 Size stone masonry 0.00
cum 47880.00 -13.00 -622440.00

Page 1
 Page/
Sl No Item No Description Unit Quantity Rate Total Amount

DISMANTLING PART - REALISATION PART = ESTIMATE COST

NET ESTIMATED AMOUNT

A Civil Work
1 EARTH WORKS

KSRRB M200-10.1. Clearing and grubbing road land including

uprooting rank vegetation, grass, bushes, shrubs, saplings and
Page.no trees girth up to 300 mm, removaL of stumps of trees cut
136/ earlier and disposal of unserviceable materials and stacking of
1.01 Ha 0.28 52788.24 14833.50
Item.no serviceable material to be used or auctioned, including removal
18.13 and disposal of top organic soil not exceeding 150 mm in
thickness complete as per specifications. I. By Manual Means: A.
In area of light jungle. MORTH Specification No. 201
Earthwork excavation all type of soil, for foundation of buildings,
culverts, water supply, sanitary lines and electrical conduits
either in pits or in trenches 1.5m.and above in width, in ordinary
soil including dressing the bottom and sides of pits and
Page.no 5/ trenches, stacking the excavated soil clear from edges of
1.02 Item.no excavation after breaking of clods including cost & conveyance Cum 560.00 305.64 171158.40
2.4 of all materials, cost of labour & equipment, with all lead and
lift, loading & unloading & all other incidental charges required
for successful completion of work as per specification, designs,
drawings, etc., complete and directions of the Engineer in-
charge of the work and complete as per specifications.
Earth work in excavation of foundation of structures as per
drawing and technical specification, including setting out,
Page.no 7/ construction of shoring and bracing, removal of stumps and
1.03 Item.no other deleterious matter, dressing of sides and bottom, Cum 4000.00 57.24 228960.00
2.23.1 backfilling the excavation earth to the extent required and
utilising the remaining earth locally for the work. ( hard soil)

Filling available excavated earth ( excluding rock) in sides of

foundations upto plinth in layers not exceeding 20 ems. in
Page.no 6/
depth, compacting each deposited layer by ramming after
1.04 Item.no Cum 3350.00 137.16 459486.00
watering with lead upto 50 m. and lift upto 1.5 m. including cost
2.10
of all labour complete as per specifications.
specification. No. KBS 2.9

Loading , Tansportation ans unloading of debris from a lead of

7 Pg no 140 cum 1210.00 161.19 195039.90
25 kms with all lead and lift complete as per specification
ANTITERMITE TREATMENT 0.00 0.00
KSRB-3.2: Providing and injecting chemical emulsion for Pre­
constructional Anti-Termite Treatment, creating continuous
chemical barrier under and around the column pits, walls,
trenches, basement excavation, top surface of the plinth filling,
junction of wall and floor, along the external perimeter of
Page.no 9
building, expansion joints, over the top surface of consolidated
1.08 Item.no Sqm 1293.00 111.24 143833.32
earth on which apron is to be laid, surrounding of pipes and
3.2
conduits, with chloropyriphos emulsifiable concentrates of 20%
concentration, including cost of chemical, diluting in water to
one percent concentration, labour, HOM of equipments,
complete as per specifications. (Plinth area of the building at
ground floor only shall be measured)specification.
2 Cement Concrete 0.00 0.00
KSRB 4-1.3: Providing and laying in position plain cement
concrete of mix 1:4:8 with OPC cement @ 180kgs,with 40mm
Page.no and down size graded granite metal coarse aggregates @
12/ 0.85cum and fine aggregates @ 0.57cum machine
2.01 Cum 750.00 5256.36 3942270.00
Item.no mixed,machine mixed, concrete laid in layers not exceeding 15
4.3 cms. thick, well compacted, in foundation, including cost of all
materials, labour, HOM of machinery, curing complete as per
specifications. Specification No. KBS 4.1, 4.2
KSRB 4-1.1 : Providing and laying in position plain cement
concrete of mix M15 with OPC cement @ 240kgs,with 20mm
Page.no
and down size graded granite metal coarse aggregates @
12/
2.03 0.878cum and fine aggregates @ 0.459cum machine mixed, 0.00 0.00
Item.no
concrete laid in layers not exceeding 15 cms. thick, well
4.6
compacted,, including cost of all materials, labour, HOM of
machinery, curing complete as per specifications. in plinth cills,
GROUND FLOOR Cum 30.00 5876.28 176288.40
FIRST FLOOR Cum 12.00 5930.28 71163.36
SECOND FLOOR Cum 12.00 5984.28 71811.36
THIRD FLOOR Cum 12.00 6038.28 72459.36

Page 2
 Page/
Sl No Item No Description Unit Quantity Rate Total Amount

KSRB 4.2.1 : Providing and laying in position reinforced cement

concrete of design mix M25 with OPC cement @ 340kgs, with
20mm and down size graded granite metal coarse aggregates
@0.70cum and fine aggregtes @ 0.47cum, with superplastisiser
Pg no 18 /
@3lts confirming to IS9103-1999 Reaffirmed-2008, at machine
2.04 Item no 0.00 0.00
mixed, concrete laid in layers not exceeding 15 cms thick,
4.49.2
vibrated for all works in foundation for footings,pedestals,
columns, Beams, slab,lift, including cost of all materials, labour,
HOM of machinery, curing, complete as per specifications.
Specification No. KBS 4.1, 4.6

Ready Mix concrete

Footing, Pedestal Cum 653.00 6550.20 4277280.60
Plinth Beam Cum 54.00 6550.20 353710.80
Lintels,Roof beams, Roof slabs,Columns,Stair case. 0.00
GROUND FLOOR Cum 335.00 6550.20 2194317.00
FIRST FLOOR Cum 290.00 6550.20 1899558.00
SECOND FLOOR Cum 290.00 6550.20 1899558.00
THIRD FLOOR & TERRACE FLOOR Cum 320.00 6550.20 2096064.00
Providing RCC loft (Atta) 7.5 Cms thick with Cement Concrete
Mix M20 using clean granite or trap jelly of 20 mm and down
size with necessary form work, centring, curing, finishing the
exposed faces with cement mortar (1:3) etc complete including
Page.no 19
cost & conveyance of all materials, cost of labour & equipment,
2.05 Item.no 0.00 0.00
with all lead and lift, loading & unloading & all other incidental
4.54
charges required for successful completion of work as per
specification, designs, drawings, HOM of machinery, curing
complete etc as per specification. (Exclusive cost of Steel &
Fabrication
GROUND charges)
FLOOR Sqm 10.00 486.00 4860.00
FIRST FLOOR Sqm 32.00 486.00 15552.00
SECOND FLOOR Sqm 32.00 486.00 15552.00
THIRD FLOOR & TERRACE FLOOR Sqm 32.00 486.00 15552.00
3 CENTERING WORKS 0.00 0.00

KSRB 4-6.1 : Providing and removing centering, shuttering,

Page.no
strutting, propping etc., and removal of form work for
15/
3.01 foundations, footings, bases of columns for mass concrete Sqm 2355.00 249.48 587525.40
Item.no
including cost of ail materials, labour complete as per
4.28
specificaitons. Specification No, KBS 4.6.2
KSRB 4-6.4 : Providing and removing centering, shuttering,
Page.no strutting, propping etc., and removal of form work for vertical
15/ surface such as walls at any thickness, including attached
3.02 0.00 0.00
Item.no pilasters, buttresses, plinth and string courses cost of all
4.31 materials, labour complete as per specificaitons.
Specification No. KBS 4.6.2
GROUND FLOOR Sqm 182.00 316.44 57592.08
FIRST FLOOR Sqm 104.00 321.84 33471.36
SECOND FLOOR Sqm 104.00 327.24 34032.96
THIRD FLOOR & TERRACE FLOOR Sqm 283.00 332.64 94137.12
KSRB 4-6.7 :Providing and removing centering, shuttering,
Page.no strutting, propping etc" and removal of form work for sides and
16/ soffits of beams, beam haunchings, cantilever girders,
3.03 0.00 0.00
Item.no bressumers and lintels not exceeding 1 m in depth including
4.34 cost of all materials, labour complete as per specificaitons,
Specification No. KBS 4.6.2
Plinth Beam sqm 898.00 276.48 248279.04
GROUND FLOOR Sqm 1184.00 276.48 248279.04
FIRST FLOOR Sqm 1184.00 281.88 333745.92
SECOND FLOOR Sqm 1184.00 287.28 340139.52
THIRD FLOOR & TERRACE FLOOR Sqm 1420 292.68 346533.12
KSRB 4-6.5 : Providing and removing centering, shuttering,
Page.no
strtting, propping etc., and removing of form work for columns,
16/
3.04 pillers, piers, abutments, post and struts, square / rectangular / 0.00 0.00
Item.no
polygon in plan including cost of all materials, labour complete
4.32
as per specification.Specification No. KBS 4.6.2
BELOW PLINTH BEAM Sqm 341.00 395.28 134790.48
GROUND FLOOR Sqm 729.00 400.68 292095.72
FIRST FLOOR Sqm 729.00 406.08 296032.32
SECOND FLOOR Sqm 729.00 411.48 299968.92
THIRD FLOOR & TERRACE FLOOR Sqm 920.00 416.88 383529.60
KSRB 4-6.2 : Providng and removing centering, shuttering,
Page.no strutting, propping etc., and removal of form work for flat
15/ surface such as suspended floors, roofs, landings, balconies and
3.05 0.00 0.00
Item.no likes, thickness upto 200mm including cost of all materials,
4.18 labour complete as per specifications.up to 3.50m from Ground
level.Specification No. KBS 4.6.2
Heigth for 0 to 3.5 mts 0.00 0.00
GROUND FLOOR Sqm 1129.00 338.04 381647.16
FIRST FLOOR Sqm 1129.00 343.44 387743.76
SECOND FLOOR Sqm 1129.00 348.84 393840.36
THIRD FLOOR & TERRACE FLOOR Sqm 1350.00 354.24 478224.00

Page 3
 Page/
Sl No Item No Description Unit Quantity Rate Total Amount

KSRB 4-6.11 :Providing and removing centering, shuttering,

Page.no
strutting, propping etc., and removal of form work for Stairs
16/
3.06 (including landing) except spiral staircase including cost of all 0.00 0.00
Item.no
materials, labour complete as per specificaiton. Specltication
4.38
No. KBS 4.6.2
GROUND FLOOR Sqm 80.00 513.00 41040.00
FIRST FLOOR Sqm 80.00 518.40 41472.00
SECOND FLOOR Sqm 80.00 523.80 41904.00
THIRD FLOOR & TERRACE FLOOR Sqm 80.00 529.20 42336.00
Page.no KSRB 4-6.9 : Providing and removing centering, shuttering,
16/ strutting, propping etc., for edges of slabs and breaks in floor,
3.07 0.00 0.00
Item.no ( cills ) including cost of all materials, labour complete as per
4.36 specification.Specltication No. KBS 4.6.2
GROUND FLOOR Sqm 12.00 732.24 8786.88
FIRST FLOOR Sqm 12.00 737.64 8851.68
SECOND FLOOR Sqm 12.00 743.04 8916.48
THIRD FLOOR & TERRACE FLOOR Sqm 16.00 748.44 11975.04
5 T.M.T Steel work 0.00 0.00

KSRB 4.9.2: Providing T.M.T steel reinforcement for R.C.C work

Page.no
including straightening, cutting, bending, hooking, placing in
17/
position, lapping and /or welding wherever required, tying with
Item.no
binding wire of approved and anchoring to the adjoining
4 4.46.2+ 0.00 0.00
members wherever necessary complete as per design (laps,
Page no
hooks and wastage shall not be measured and paid) cost of
18/ Item
material, labour, HOM of machineries complete as per
no 4.47
specifications. Specification No. KBS 4.6.3. Fe 550

FOOTING, PEDESTAL, COLUMN Tonne 149.00 61237.08 9124324.92

GROUND FLOOR Tonne 30.00 61237.08 1837112.40
FIRST FLOOR Tonne 30.00 61746.84 1852405.20
SECOND FLOOR Tonne 30.00 62256.60 1867698.00
THIRD FLOOR & TERRACE FLOOR Tonne 36.00 62766.36 2259588.96
0.00 0.00
5 MASONRY WORKS 0.00 0.00
KSRB 5.1-3 : Providing and constructing granite / trap / basalt
Page.no
stone masonry in foundation with cement mortar 1:6
23/
5.01 (uncoursed ), bond stones at two m. apart in each course Cum 50.00 4521.96 226098.00
Item.no
including cost of materials, labour, curing complete as per
5.6
specifications.
KSRB 5-14 : Providing and constructing precast concrete solid
blocks with compressive strength not less than 3.5 Newton per
Page.no 25 sqmm with cement mortar 1:4 masonry (quoin, Jamb, closer
5.02 Item.no blocks ) with solid concrete blocks of size 40x20x20cms 0.00 0.00
5.27 conforming to I.S: 2185/1965 in superstructure including cost of
materials, labour charges, scaffolding, curing complete as per
specifications.
GROUND FLOOR Sqm 997.00 1011.96 1008924.12
FIRST FLOOR Sqm 1372.00 1044.36 1432861.92
SECOND FLOOR Sqm 1434.00 1076.76 1544073.84
THIRD FLOOR & TERRACE FLOOR Sqm 1122.00 1109.16 1244477.52

KSRB 5-15 : Providing and constructing non-load bearing wall

with cement concrete solid blocks with compressive strength
Page.no 25 not less than 3.5 Newton per sqmm with cement mortar 1:4
5.03 Item.no ( Jamb, closer blocks) with blocks of size 40x10x20cms. 0.00 0.00
5.28 ( lxbxh ) conforming to I.S : 2185/1965 in superstructure
including cost of materials, labour charges, scaffolding, curing
complete as per specifications.

GROUND FLOOR Sqm 250.00 773.28 193320.00

FIRST FLOOR Sqm 360.00 805.68 290044.80
SECOND FLOOR Sqm 371.00 838.08 310927.68
THIRD FLOOR & TERRACE FLOOR Sqm 281.00 870.48 244604.88
0.00 0.00
KSRB 5-14 : Providing and constructing precast concrete solid
blocks with compressive strength not less than 5 Newton per
sqmm with cement mortar 1:4 masonry (quoin, Jamb, closer
5.04 blocks ) with solid concrete blocks of size 40x15x20cms
conforming to I.S: 2185/1965 in superstructure including cost of
materials, labour charges, scaffolding, curing complete as per
specifications.
GROUND FLOOR Sqm 25.00 969.30 24232.50
FIRST FLOOR Sqm 25.00 998.35 24958.80
SECOND FLOOR Sqm 25.00 1027.51 25687.80
THIRD FLOOR & TERRACE FLOOR Sqm 25.00 1056.56 26414.10

KSRB 6-6.1: Providing and constructing burnt brick masonary

Page.no 28 with approved quality of modular brick of standard size of class
5.05 Item.no designation 7.5 newton persqmm(tabel moulded) with cement 0.00 0.00
6.16 mortar 1:8 for super structure including cost of materials ,labour
charges,scaffolding ,curing complete as per specification.
GROUND FLOOR cum 20.00 6944.40 138888.00
FIRST FLOOR cum 20.00 7152.73 143054.64

Page 4
 Page/
Sl No Item No Description Unit Quantity Rate Total Amount

SECOND FLOOR cum 20.00 7361.06 147221.28

THIRD FLOOR & TERRACE FLOOR cum 20.00 7569.40 151387.92

KSRB 6-7.1Construction of partition wall11.2 cms thick with non

Page.no 28 modular ground moulded burnt brick of class designation
5.06 Item.no 3.5newton per sqmm with cement mortar 1:4 including cost of 0.00 0.00
6.25 materials ,labour charges,scaffolding ,curing complete as per
specification.
GROUND FLOOR Sqm 20.00 900.72 18014.40
FIRST FLOOR Sqm 20.00 927.74 18554.83
SECOND FLOOR Sqm 20.00 954.76 19095.26
THIRD FLOOR & TERRACE FLOOR Sqm 20.00 981.72 19634.40

6 WOOD WORKS 0.00 0.00

Providing White Sal wood frames of doors, windows, clerestory
Page.no 51
windows, ventilators and other frames, wrought, framed or
6.01 Item.no 0.00 0.00
assembled including making plaster groves ( excluding cost of
9.13
cement concrete and side clamps ), but including cost of mater
GROUND FLOOR Cum 2.50 69034.68 172586.70
FIRST FLOOR Cum 2.00 69034.68 138069.36
SECOND FLOOR Cum 2.00 69034.68 138069.36
THIRD FLOOR Cum 2.00 69034.68 138069.36
KSRB 9-27.1 : Fixing of door frame in an existing opening
including embedding frame in floor and walls after cutting
masonry for holdfasts for embedding holdfast in cement
Page.no 57
concrete 1:3:6 of 20mm and down size granite metal painting
6.02 Item.no 0.00 0.00
two coats of coal tar to sides of frame, making good the
9.80
damages to walls and floor as required and disposal of the
debris with lead upto 50 m. including cost of materials, labour
charges, complete as per specifications.
GROUND FLOOR Nos 77.00 1138.32 87650.64
FIRST FLOOR Nos 57.00 1138.32 64884.24
SECOND FLOOR Nos 57.00 1138.32 64884.24
THIRD FLOOR & TERRACE FLOOR Nos 52.00 1138.32 59192.64
0.00 0.00
Page.no 62
Providing and fixing flush door shutter made out of solid core
6.03 Item.no 0.00 0.00
black board type, well seasoned chemically treated hard wood
9.106.4
GROUND FLOOR Sqm 125.00 3954.96 494370.00
FIRST FLOOR Sqm 95.00 3958.20 376029.00
SECOND FLOOR Sqm 95.00 3961.44 376336.80
THIRD FLOOR & TERRACE FLOOR Sqm 95.00 3964.68 376644.60
Providing and fixing 65mmx125mm GRP Doorframe fabricated
using E-Glass Chopped Strand Mat (CSM) U.V- stabilized
Isopthalic Gelcoat and Isopthalic resin. The thickness of the
GRP skin shall not be less than 2.0mm. The doorframe consists
of four segments, which are provided with plug-in-socket
Page.no 60 arrangement in-situ in the mould. The segments are plugged in
6.04 Item.no and are joined together by means of screws. The GRP frame 0.00 0.00
9.96 shall be provided with wooden reinforcement on 6 locations for
high screw holding capacity for fixing metalling hold fast and
shall be consolidated by filling with medium density
foam/Plaster of Paris with fibre reinforcement. Six Numbers of
260mmx25mmx5mm size 'S' shaped M.S. flat hold fast shall be
provided with the frame.
GROUND FLOOR m 150.00 610.20 91530.00
FIRST FLOOR m 110.00 613.44 67478.40
SECOND FLOOR m 110.00 616.68 67834.80
THIRD FLOOR m 110.00 619.92 68191.20
Providing and fixing factory made single leaft rigid GRP
Sandwich composite door shutter of 32mm thick, laminated
with two GRP skins with wood grain finish, fabricated using U.V-
stabilized Isopthalic Gelcoat and on layer of 450 gsm E-Glass
Chopped strand Mat (CSM), impregnated with orthopthalic
polyster resin. The thickness of the skins shall not be less than
1.5mm. Expanded Polystyrene (EPS) structural foam panel of
29mm thickness and a density of 20 Kg/m3 shall be used as
core material. Wooden reinforcements made of Seasoned
Page.no 59 Salwood block of cross section not less than 28mmx32mm and
6.05 Item.no also necessary salwood reinforcements for fixing the metal 0.00
9.93 fittings such as tower bolts, aldrops, handles, etc, shall be
provided. A structural adhesive compatible with EPS foam shall
be used for bonding the core material, the Salwood
reinforcement and the skins. The material and process for
manufacturing the door shutters shall confirm to RV/TIFAC
Composites Design centre Standards and specifications and the
door shutters tested in confiramation to IS 4020-1994. The
finish of shutter will be plain colour White/Ivory/Beige/Light Grey
or any other colour using high quality pigments. Exclusing cost
of fixturesFLOOR
GROUND and inclusive of supply of shutters to respective work sqm 55.00 3456.00 190080.00
FIRST FLOOR sqm 42.00 3459.24 145288.08
SECOND FLOOR sqm 42.00 3462.48 145424.16
THIRD FLOOR & TERRACE FLOOR sqm 42.00 3465.72 145560.24
0.00

Page 5
 Page/
Sl No Item No Description Unit Quantity Rate Total Amount

Providing & fixing of glazed 3 Track-2 Panel Sliding Windows

with Mesh made out of multi Chamered uPVC sections with TPV
gaskets having Isolated drainage and reinforced witgh
Galvanized iron profiles through out the window. The sliding
Page.no outer frame having a overall size of 108 x45 mm with
309 reinforcement of 1 mm thickness and sash with overall size of
6.06 0.00 0.00
Item.no38. 30x48.5 mm with reinforcement of 1.5mm thickness. Glazing
44.5, bead for fixing of glass shall be of size 20x18mm and
coextruded with gasket. fiber glass shall be provided in the
mesh shutter.Windows shall be provided with 5mm plain float
glass, standard hardware & single point locking system of flush
lock, Wall thickness of frame & sash shall be 2-2.2 mm.
GROUND FLOOR Sqm 212.32 8100.00 1719783.90
FIRST FLOOR Sqm 240.77 8100.00 1950269.40
SECOND FLOOR Sqm 223.39 8100.00 1809426.60
THIRD FLOOR & TERRACE FLOOR Sqm 190.36 8100.00 1541944.35

Providing & fixing of glazed Ventilator made out of multi

Page.no Chamered uPVC sections with TPV gaskets having Isolated
309 drainage and reinforced witgh Galvanized iron profiles through
6.06
Item.no38. out the window.ventilators shall be provided with 5mm plain
44.3 float glass, standard hardware & single point locking system of
flush lock, Wall thickness of frame & sash shall be 2-2.2 mm.

GROUND FLOOR Sqm 9.79 6696.00 65537.10

FIRST FLOOR Sqm 9.79 6696.00 65537.10
SECOND FLOOR Sqm 9.79 6696.00 65537.10
THIRD FLOOR & TERRACE FLOOR Sqm 9.79 6696.00 65537.10
0.00
KSRB 7.9: Providing & fixing MS grill works for windows and
ventilators using M.S. flats, or M.S. square rods, or combination
Page.no 32
of cutting steel sections and welding the same to required
6.07 Item.no Kgs 20000.00 84.24 1684800.00
pattern with a coat of Red lead primer, cost of materials,
7.9
fixtures, labour and HOM of machineries complete as per
specification. specification no. KBS 7.12
Providing and fixing M.S. Hand railing for Balcony/Staircase etc,
with 50mm dia. M.S. hollow pipe of 14 gauge, welded to
20mmx20mm M.S. square rod placed vertically, spaced at
100mm at regular intervals of 600mm. These vertical rods
laterally tied to 3 horizontal rods spaced at equal interval.
Page.no 42 These assembly is fixed to concrete by using expansion bolts
6.08 Item.no and welding the same to reinforcement bars and making good 0.00 0.00
7.35 the surface. All the joints and sections hould be cut to length,
welded and grinded wherever necessary etc., complete . The
work includes cost of all materials, labour charges for all items
of work, hire charges for welding, cutting and grinding
equipment, and electricity charges, etc., complete as per
specification and drawing.
GROUND FLOOR Sqm 102.00 2857.68 291483.36
FIRST FLOOR Sqm 131.40 2863.08 376208.71
SECOND FLOOR Sqm 153.95 2868.48 441602.50
THIRD FLOOR & TERRACE FLOOR Sqm 115.90 2873.88 333082.69
0.00 0.00
Providing Teak wood frames of doors ,windows,clesrestory
Page no 51 windows,ventilatorsand other frames,wrought,framed or
6.09 item no assembled including making plaster grooves(excluding cost of Cum 0.12 200787.00 24094.44
9.10 cement,labour,HOM of machineries complete as per
specifications
0.00
Providing & fixing in position fully panelled Teak wood shutters
for doors ,with styles and rails of 40mm thick with bottom and
Page no 51
lock rails 180mm wide top rail & styles .100 mm wide as per
6.10 item no Sqm 6.51 8964.00 58355.64
drawing and panels of 25 mm thick including cost of materials,
9.14
labour,HOM of machieneries complete as per
specificatios(excluding cost of fixtures) specificatio No KBS 9.34
Providing & Fixing 304 grade stainless steel hand rails of 14 0.00
guage pipes for ramps staircase madeout of stainless steel
hollow pipes , using 50 mm dia for verticals @1.60 mtr c/c fixed
to the ramps or steps by drilling with bolts & 100 mm dia MS
base plate 10 guage for fixing vertical pipes 4 -nos anchor bolts
& 40 mm dia pipes fixed horizontally for 2 rows top & one pipe
fixed with vertical pippes another one fixed with elbows and
Page no 43
25mm dia pipes are fixed horizontally for 2 rows below top
6.11 item no Sqm 36.00 6286.68 226320.48
measure @ equal intervals includding cutting ,welding ,bending
7.39
whereever necessary with suitable caps @tops ,bottoms &
corners finishing with mat /shining etc.complete including cost
and conveyance of all materials ,labourfor all items of
work ,HOM of equipment with all lead and lift ,loading &
unloading ,transportation chargesand all other incidental
charges etc,complete as per specification and directions of the
Engineer -in-charge of the work

Page 6
 Page/
Sl No Item No Description Unit Quantity Rate Total Amount

Providing & Fixing 304 grade staircase railings

ramps,balconies,with handrails of stainless steel hollow pipes ,
using 50 mm dia 16 guage hollow pipe, welded to vertical
hollow 50mm dia pipe of 16 guage stain less steell vertical pipe
spaced @1.20 mtrregular intervals , ands 5 nos of 25mm dia .
Page no 43 Stainless steel hollow horizontal pipe welded to vertical 50mm
6.12 item no dia hollow pipe.the entire assmbly is fixed to staircase concrete
7.38 by using expansion bolts by drilling concrete etc. including cost
and conveyance of all materials ,labourfor all items of
work ,HOM of equipment with all lead and lift ,loading &
unloading ,transportation chargesand all other incidental
charges etc,complete as per specification and directions of the
Engineer -in-charge of the work
GROUND FLOOR Sqm 128.65 6638.76 854076.47
FIRST FLOOR Sqm 70.55 6837.92 482415.45
SECOND FLOOR Sqm 61.65 7037.09 433836.33
THIRD FLOOR & TERRACE FLOOR Sqm 61.65 7236.25 446114.71

7 PLASTERING WORKS 0.00 0.00

KSRB 15-3-13 : Providing 12mm thick cement plaster (ceiling) in
Page.no
single coat with cement mortar 1:3 to ceiling including
114,Item.n
7.01 rounding off corners wherever required smooth rendering, : 0.00 0.00
o 15.21 &
Providng and removing scaffolding, including cost of materials,
note(1)
labour, curing complete as per specifications.
GROUND FLOOR Sqm 1012.00 208.44 210941.28
FIRST FLOOR Sqm 1013.00 213.84 216619.92
SECOND FLOOR Sqm 1030.00 219.24 225817.20
THIRD FLOOR & TERRACE FLOOR Sqm 850.00 224.64 190944.00
Page.no KSRB 15-3.3 : Providing 12mm thick cement plaster (inside) in
113 single coat with cement mortar 1:6to brick masonry including
7.02 Item.no rounding off corners wherever required smooth rendering, : 0.00 0.00
15.11 & Providng and removing scaffolding, including cost of materials,
note(1) labour, curing complete as per specifications.
GROUND FLOOR Sqm 2157.00 162.00 349434.00
FIRST FLOOR Sqm 2580.00 167.40 431892.00
SECOND FLOOR Sqm 2580.00 172.80 445824.00
THIRD FLOOR & TERRACE FLOOR Sqm 2350.00 178.20 418770.00
Pg no 115/ KSRB15-7 : Providing lime rendering for plastering to wall and
7.02 0.00 0.00
it no 15.33 ceiling , including cost of materials, labour, curing complete as
per specifications
GROUND FLOOR Sqm 3169.00 27.00 85563.00
FIRST FLOOR Sqm 3593.00 32.40 116413.20
SECOND FLOOR Sqm 3610.00 37.80 136458.00
THIRD FLOOR & TERRACE FLOOR Sqm 3200.00 43.20 138240.00

KSRB 15-3.9: Providing 18mm thick cement plaster in single

Page.no
coat with cement mortar 1:6 to brick masonry including
114,Item.n
7.03 rounding providing and removing scaffolding, including cost of 0.00
o 15.17 &
materials, labour, curing complete as per specifications.
15.26
KSRB15-4.4 External

GROUND FLOOR Sqm 870.25 222.48 193613.22

FIRST FLOOR Sqm 796.50 227.88 181506.42
SECOND FLOOR Sqm 796.50 233.28 185807.52
THIRD FLOOR & TERRACE FLOOR Sqm 861.40 238.68 205598.95
Page.no KSRB15-5.2: Providing rough cement plastering 15mm thick in
114& 115, singlecoat with cement mortar 1:6 to brick masonry for base of
7.04 Item.no dadoing works with sand of approved quality,: Providing and 0.00 0.00
15.31 & removing scaffolding, including cost of materials, labour, curing
note(1) complete as per specifications.
GROUND FLOOR Sqm 290.40 169.56 49240.22
FIRST FLOOR Sqm 290.40 174.96 50808.38
SECOND FLOOR Sqm 290.40 183.17 53191.99
THIRD FLOOR & TERRACE FLOOR Sqm 290.40 188.89 54854.24
KSRB 15.8.2 Providing and fixing plaster mesh 150mm wide
manufactured out of hot dipped galvanised iron of nominal
Page.no
thickness 0.35mm with a zinc coating of 120gms per Sqm
115
7.05 width, along route of walls chipped for services, junction m 197.00 38.88 7659.36
Item.no
between RCC and brick walls including cost of materials,
15.35
labour for fixing, complete as per specifications. (length of
mesh only be measured for payment)
0.00 0.00
8 Waterproofing Works 0.00 0.00
Waterproofing for Roof slabs and terraces 0.00 0.00
KSRB 8.5 : Providing and laying cinder concrete in cement 1:15 ( 1
Page.no 46
cement : 15 cinder of 12.5mm nominal gauge) on terraced roof or
8.01 Item.no Cum 95.00 2054.16 195145.20
sunken slabs, laid to slope compacting, including cost of materials,
8.4
labour, curing complete as per specifications.

Page 7
 Page/
Sl No Item No Description Unit Quantity Rate Total Amount
Providing & applying water proofing to roof slab,
terraces, landscape area, podium etc., using modified
polyurethane cures (conforming to ASTM C836-84) to
give a tough elastomeric waterproof membrane on the
Page.no surface. The surface shall be cleaned free from dust and
271 other particle before usage. standards & methodology :
8.02 Sqm 15300.00 756.00 11566800.00
Item.no This compound has a medium viscosity grade with 620%
38.2 of elongation and shall be done either by roller
application/brush application/ spray. This will be applied
for a thickness of 1.3mm first layer 0.5mm & 2nd layer
0.8mm. After applying the 2nd layer sand sprinkle shall
be done to provide mechanical key.
Page.no
Providing waterproffing treatement to the sunken portion of
8.03 271Item.n Sqm 560.00 756.00 423360.00
toilet.
o 38.2
0.00 0.00
9 FLOORING WORKS 0.00 0.00
KSRB 14.7-3 : Providing and laying flooring 40 mm thick, with
an under layer of 30mm thick M-15 cement concrete, using
Page.no
broken granite metal of 12.5mm nominal size and top layer of
102
9.01 10mm thick plaster with cement mortar 1:3, finished with 0.00 0.00
Item.no
floating coat of neat cement , including cost of materials,
14.10
labour, curing, complete as per specifications. Specification No.
KBS 14.3
GROUND FLOOR Sqm 266.00 558.36 148523.76
Providing & fixing Vitrified glazed tiles of approved make,quality
& colour of size 600 x 600x10mm thick fixed on a bed of
Page.no
12mm thick cement mortar for flooring,skirting and jointed with
104 & 107
neat cement slurry mixed with pigment to mach shade of
9.03 Item.no 0.00 0.00
tiles,including providing spacers at required interval and
14.45 &
removing stains etc; complete as per specification.[Approved
note (1)
make: Nitco/ Naveen/ Johnson/ Regent/ Kajaria or equivalent
make ]
GROUND FLOOR Sqm 416.00 1200.96 499599.36
FIRST FLOOR Sqm 572.00 1202.58 687875.76
SECOND FLOOR Sqm 598.00 1204.20 720111.60
THIRD FLOOR & TERRACE FLOOR Sqm 468.00 1205.82 564323.76
KSRB 14.14-5: Providing Ceramic tiles of approved make,
Page.no shade and size 30x30 cms 6mm thick for flooring, treads of
106 & 107 steps and landings laid on a bed of 12mm thick, cement mortar
9.04 Item.no 1:3 mix, flush pointing with white cement using colour pigment, 0.00 0.00
14.36.2 & including cost of materials, labour, curing, complete as per
note (1) specifications.specification No. KBS [Approved make: Nitco/
Naveen/ Kajaria or equivalent]
GROUND FLOOR Sqm 165.00 1270.08 209563.20
FIRST FLOOR Sqm 98.00 1271.70 124626.60
SECOND FLOOR Sqm 98.00 1273.32 124785.36
THIRD FLOOR & TERRACE FLOOR Sqm 98.00 1274.94 124944.12

KSRB 14-17.2 : Providing skirting, dado, rises of steps with

Page.no colour glazed tiles 6mm thick on 10mm thick cement plaster 1:3
106 & 107 and jointed with white cement slurry over rough plaster surface
9.05 Item.no (excluding cost of rough plastered surface which should be 0.00 0.00
14.40 & measured and paid separately ) using glazed tiles of approved
note(1) make and size including cost of materials, labour, complete as
per specifications. Specification No.KBS 14.16, 14.17
colour glazed tiles 30x45cms 6mm thick with border of size
30x10cm
GROUND FLOOR Sqm 295.00 1208.52 356513.40
FIRST FLOOR Sqm 295.00 1211.76 357469.20
SECOND FLOOR Sqm 295.00 1216.08 358743.60
THIRD FLOOR & TERRACE FLOOR Sqm 295.00 1220.40 360018.00
Providing & fixing of wall cladding using 20mm thick gang saw
water cut grey granite in CM 1;3 proportion cut to required
shape pattern with paper joints, finished with cement mortal
Page.no using white cement and colour pigments to match the colour of
9.06 110 / it no slab making through jointing with sealent,making holes 0.00 0.00
14.67.2 25mmx12mm grooves in joints including curing etc, complete

GROUND FLOOR Sqm 405.84 2334.96 947620.17

FIRST FLOOR Sqm 436.24 2336.58 1019309.66
SECOND FLOOR Sqm 436.24 2338.20 1020016.37
THIRD FLOOR & TERRACE FLOOR Sqm 380.00 2339.82 889131.60
0.00
Providing and laying pattern flooring for staircase treads and
risers using the combiantion of 20mm thick ruby red granite @
Pg no 107 / 66%,20 mm thick grey granite @ 20%, 20mm thick Shiva gold
9.06 granite 7%, 20mm thick black granite 7%. The granite meterials 0.00 0.00
14.46
are laid on existing bed of CM 1:3 20mm thick pointed with
colour pigment, including full rounding for nosing, flaming the
ruby red granite for 50 mm wide curing etc., complete.
GROUND FLOOR Sqm 415.00 5724.00 2375460.00
FIRST FLOOR Sqm 415.00 5725.50 2376082.50

Page 8
 Page/
Sl No Item No Description Unit Quantity Rate Total Amount

SECOND FLOOR Sqm 415.00 5727.00 2376705.00

THIRD FLOOR & TERRACE FLOOR Sqm 415.00 5728.50 2377327.50
0.00
Providing & fixing granite flooring in combination of 19mm thick
(Avg) gang saw water cut LAKARED granite with 86% and with
14% of 19mmthick (avg) black granite in CM 1;4 proportion with
a coat of rough plastering using CM 1;4 cut to the required
shape,pattern wih paper joints, finished with cement mortor
Pg no 109/ using white cement and colour pigments to match the colour of
9.07 0.00 0.00
It no 14.58 the slab making through jointing with sealent,groovesin the
joints including the cost of curing etc complete including cost of
conveyance of all materials labour for all items of work, HOMof
equipments etc, complete asper specification

GROUND FLOOR Sqm 485.00 4019.76 1949583.60

FIRST FLOOR Sqm 430.00 4021.38 1729193.40
SECOND FLOOR Sqm 430.00 4023.00 1729890.00
THIRD FLOOR & TERRACE FLOOR Sqm 325.00 4024.62 1308001.50
0.00 0.00
Providing & fixing cement based ,pre cast pre polished cement
concrete designer tiles 25mm thick for flooring confirming to IS
1237 heavy duty tiles for flooring ,treads of steps and
Pg no 109/ landing ,laid in abed of 12mm thick cement mortar 1:3 mis
9.08 0.00 0.00
It no 14.62 finished with flush pointing using white cement ,including cost
of materials ,mortar,including cutting, grinding the edge to
half/full round wherever required, labour ,curing complete as
per specification.
GROUND FLOOR Sqm 45.00 1171.80 52731.00

Providing & laying heavy duty Cobble stone 75 mm thick

interlock pavers ,using cement and course sand for
manufacture of blocks of approved size,shape and colour with a
Pg no 101/ minium compressive strength of 281 kg per sqm over 50mm
9.09 0.00 0.00
It no 14.7 thick sand bed(average thickness)and compacting with plate
vibrator having 3 tons compaction force thereby forcing part of
sand underneath to come up in between joints,final compaction
of pavers surface joints into its final levl , including cost of
materials ,labour and HOM of machineries complete as per
GROUND FLOOR Sqm 701.00 1047.60 734367.60

Providing & fixing pre cast solid concrete Kerb stone made out
of CC1:2:4 with top & bottom width 114 & 165 mm respectively
Pg no 25/ .400 mm high & 450 mm in length finished in Cm 1:3 plastering
9.10 0.00 0.00
It no 5.30 & finishing cutting,including form work ,curing,including cost of
all materials ,labour,hire charges of
machinery,loading ,unloading, lead and lift ,transportatio, etc.,
complete
GROUND FLOOR no 435.00 338.00 147030.00

10 PAINTING WORKS 0.00 0.00

Providing applying two coats of wall putty to inside plastered
walls and ceiling using white cement putty. scraping & levelling
Page.no
the surface using steel blade and preparing the surface even &
126
10.01 smooth by using different grade sand papers, including cost of 0.00 0.00
Item.no
all materials, cost of labour and scaffolding etc; complete as per
15.106
the specification. Area toi be considered- (a) 100% for fresh
surface

Page 9
 CIVIL BOQ
Page/
Sl No Item No Description Unit Quantity Rate Total Amount

A Civil Work
1 EARTH WORKS

KSRRB M200-10.1. Clearing and grubbing road land including uprooting

rank vegetation, grass, bushes, shrubs, saplings and trees girth up to
Page.no
300 mm, removaL of stumps of trees cut earlier and disposal of
136/
1.01 unserviceable materials and stacking of serviceable material to be used Ha 0.26 52788.24 13550.74
Item.no
or auctioned, including removal and disposal of top organic soil not
18.13
exceeding 150 mm in thickness complete as per specifications. I. By
Manual Means: A. In area of light jungle. MORTH Specification No. 201

Page 1
 CIVIL BOQ
Page/Item
Sl No No Description Unit Quantity Rate Total Amount

A Civil Work
1 EARTH WORKS

KSRRB M200-10.1. Clearing and grubbing road land

including uprooting rank vegetation, grass, bushes,
shrubs, saplings and trees girth up to 300 mm, removaL of
Page.no 136/ stumps of trees cut earlier and disposal of unserviceable
1.01 Item.no materials and stacking of serviceable material to be used Ha 0.08 52788.24 4413.10
18.13 or auctioned, including removal and disposal of top
organic soil not exceeding 150 mm in thickness complete
as per specifications. I. By Manual Means: A. In area of
light jungle.excavation
Earthwork MORTH Specification No. for
all type of soil, 201foundation of
buildings, culverts, water supply, sanitary lines and
electrical conduits either in pits or in trenches 1.5m.and
above in width, in ordinary soil including dressing the
bottom and sides of pits and trenches, stacking the
excavated soil clear from edges of excavation after
Page.no 5/
1.02 breaking of clods including cost & conveyance of all Cum 1165.00 305.64 356070.60
Item.no 2.4
materials, cost of labour & equipment, with all lead and
lift, loading & unloading & all other incidental charges
required for successful completion of work as per
specification, designs, drawings, etc., complete and
directions of the Engineer in-charge of the work and
complete
Earth workasinper specifications.
excavation of foundation of structures as per
drawing and technical specification, including setting out,
construction of shoring and bracing, removal of stumps
Page.no 7/ and other deleterious matter, dressing of sides and
1.03 Item.no bottom, backfilling the excavation earth to the extent Cum 2310.00 57.24 132224.40
2.23.1 required and utilising the remaining earth locally for the
work. ( hard soil) _ mechanical means

Ordinary/Hard soil-Mechanical Means (Depth upto 3 m)

Filling available excavated earth ( excluding rock) in sides

of foundations upto plinth in layers not exceeding 20 ems.
Page.no 6/ in depth, compacting each deposited layer by ramming
1.04 Cum 3350.00 137.16 459486.00
Item.no 2.10 after watering with lead upto 50 m. and lift upto 1.5 m.
including cost of all labour complete as per specifications.
specification. No. KBS 2.9

7 Pg no 140 Loading , Tansportation ans unloading of debris from a cum 1346.00 161.19 216961.74
lead of 25 kms with all lead and lift complete as per
ANTITERMITE TREATMENT 0.00 0.00
KSRB-3.2: Providing and injecting chemical emulsion for
Pre­constructional Anti-Termite Treatment, creating
continuous chemical barrier under and around the column
pits, walls, trenches, basement excavation, top surface of
the plinth filling, junction of wall and floor, along the
external perimeter of building, expansion joints, over the
Page.no 9
1.08 top surface of consolidated earth on which apron is to be Sqm 730.00 111.24 81205.20
Item.no 3.2
laid, surrounding of pipes and conduits, with
chloropyriphos emulsifiable concentrates of 20%
concentration, including cost of chemical, diluting in water
to one percent concentration, labour, HOM of equipments,
complete as per specifications. (Plinth area of the building
at ground floor only shall be measured)specification.
2 Cement Concrete 0.00 0.00
KSRB 4-1.3: Providing and laying in position plain cement
concrete of mix 1:4:8 with OPC cement @ 180kgs,with
40mm and down size graded granite metal coarse
aggregates @ 0.85cum and fine aggregates @ 0.57cum
Page.no 12/
2.01 machine mixed,machine mixed, concrete laid in layers not Cum 483.00 5256.36 2538821.88
Item.no 4.3
exceeding 15 cms. thick, well compacted, in foundation,
including cost of all materials, labour, HOM of machinery,
curing complete as per specifications. Specification No.
KBS 4.1, 4.2

Page 1
 Page/Item
Sl No No Description Unit Quantity Rate Total Amount

KSRB 4-1.1 : Providing and laying in position plain cement

concrete of mix M15 with OPC cement @ 240kgs,with
20mm and down size graded granite metal coarse
Page.no 12/ aggregates @ 0.878cum and fine aggregates @ 0.459cum
2.03 0.00 0.00
Item.no 4.6 machine mixed, concrete laid in layers not exceeding 15
cms. thick, well compacted,, including cost of all materials,
labour, HOM of machinery, curing complete as per
specifications. in plinth cills,
GROUND FLOOR Cum 73.00 5876.28 428968.44
FIRST FLOOR Cum 12.00 5930.28 71163.36
SECOND FLOOR Cum 12.00 5984.28 71811.36
THIRD FLOOR Cum 12.00 6038.28 72459.36

KSRB 4.2.1 : Providing and laying in position reinforced

cement concrete of design mix M25 with OPC cement @
340kgs, with 20mm and down size graded granite metal
coarse aggregates @0.70cum and fine aggregtes @
Pg no 18 / 0.47cum, with superplastisiser @3lts confirming to IS9103-
2.04 Item no 1999 Reaffirmed-2008, at machine mixed, concrete laid in 0.00 0.00
4.49.2 layers not exceeding 15 cms thick, vibrated for all works in
foundation for footings,pedestals, columns, Beams,
slab,lift, including cost of all materials, labour, HOM of
machinery, curing, complete as per specifications.
Specification No. KBS 4.1, 4.6

Ready Mix concrete

Footing, Pedestal Cum 275.00 6550.20 1801305.00
Plinth Beam Cum 35.00 6550.20 229257.00
Lintels,Roof beams, Roof slabs,Columns,Stair case. 0.00
GROUND FLOOR Cum 160.00 6550.20 1048032.00
FIRST FLOOR Cum 150.00 6550.20 982530.00
SECOND FLOOR Cum 150.00 6550.20 982530.00
THIRD FLOOR & TERRACE FLOOR Cum 180.00 6550.20 1179036.00
Providing RCC loft (Atta) 7.5 Cms thick with Cement
Concrete Mix M20 using clean granite or trap jelly of 20
mm and down size with necessary form work, centring,
curing, finishing the exposed faces with cement mortar
(1:3) etc complete including cost & conveyance of all
Page.no 19
2.05 materials, cost of labour & equipment, with all lead and 0.00 0.00
Item.no 4.54
lift, loading & unloading & all other incidental charges
required for successful completion of work as per
specification, designs, drawings, HOM of machinery, curing
complete etc as per specification. (Exclusive cost of Steel
& Fabrication charges)
GROUND FLOOR Sqm 10.00 486.00 4860.00
FIRST FLOOR Sqm 32.00 486.00 15552.00
SECOND FLOOR Sqm 32.00 486.00 15552.00
THIRD FLOOR & TERRACE FLOOR Sqm 32.00 486.00 15552.00
3 CENTERING WORKS 0.00 0.00

KSRB 4-6.1 : Providing and removing centering, shuttering,

strutting, propping etc., and removal of form work for
Page.no 15/
3.01 foundations, footings, bases of columns for mass concrete Sqm 2345.00 249.48 585030.60
Item.no 4.28
including cost of ail materials, labour complete as per
specificaitons. Specification No, KBS 4.6.2

KSRB 4-6.4 : Providing and removing centering, shuttering,

strutting, propping etc., and removal of form work for
Page.no 15/ vertical surface such as walls at any thickness, including
3.02 0.00 0.00
Item.no 4.31 attached pilasters, buttresses, plinth and string courses
cost of all materials, labour complete as per specificaitons.
Specification No. KBS 4.6.2
GROUND FLOOR Sqm 182.00 316.44 57592.08
FIRST FLOOR Sqm 104.00 321.84 33471.36
SECOND FLOOR Sqm 104.00 327.24 34032.96
THIRD FLOOR & TERRACE FLOOR Sqm 283.00 332.64 94137.12
KSRB 4-6.7 :Providing and removing centering, shuttering,
strutting, propping etc" and removal of form work for sides
Page.no 16/ and soffits of beams, beam haunchings, cantilever girders,
3.03 0.00 0.00
Item.no 4.34 bressumers and lintels not exceeding 1 m in depth
including cost of all materials, labour complete as per
specificaitons, Specification No. KBS 4.6.2
Plinth Beam sqm 426.00 276.48 117780.48
GROUND FLOOR Sqm 620.00 276.48 117780.48
FIRST FLOOR Sqm 620.00 281.88 174765.60
SECOND FLOOR Sqm 744.00 287.28 178113.60
THIRD FLOOR & TERRACE FLOOR Sqm 292.68 217753.92

Page 2
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Sl No No Description Unit Quantity Rate Total Amount

KSRB 4-6.5 : Providing and removing centering, shuttering,

strtting, propping etc., and removing of form work for
Page.no 16/ columns, pillers, piers, abutments, post and struts,
3.04 0.00 0.00
Item.no 4.32 square / rectangular / polygon in plan including cost of all
materials, labour complete as per
specification.Specification No. KBS 4.6.2
BELOW PLINTH BEAM Sqm 134.00 395.28 52967.52
GROUND FLOOR Sqm 288.00 400.68 115395.84
FIRST FLOOR Sqm 288.00 406.08 116951.04
SECOND FLOOR Sqm 288.00 411.48 118506.24
THIRD FLOOR & TERRACE FLOOR Sqm 345.00 416.88 143823.60
KSRB 4-6.2 : Providng and removing centering, shuttering,
strutting, propping etc., and removal of form work for flat
Page.no 15/ surface such as suspended floors, roofs, landings,
3.05 0.00 0.00
Item.no 4.18 balconies and likes, thickness upto 200mm including cost
of all materials, labour complete as per specifications.up
to 3.50m from Ground level.Specification No. KBS 4.6.2
Heigth for 0 to 3.5 mts 0.00 0.00
GROUND FLOOR Sqm 600.00 338.04 202824.00
FIRST FLOOR Sqm 600.00 343.44 206064.00
SECOND FLOOR Sqm 600.00 348.84 209304.00
THIRD FLOOR & TERRACE FLOOR Sqm 720.00 354.24 255052.80
KSRB 4-6.11 :Providing and removing centering,
shuttering, strutting, propping etc., and removal of form
Page.no 16/
3.06 work for Stairs (including landing) except spiral staircase 0.00 0.00
Item.no 4.38
including cost of all materials, labour complete as per
specificaiton. Specltication No. KBS 4.6.2
GROUND FLOOR Sqm 80.00 513.00 41040.00
FIRST FLOOR Sqm 80.00 518.40 41472.00
SECOND FLOOR Sqm 80.00 523.80 41904.00
THIRD FLOOR & TERRACE FLOOR Sqm 80.00 529.20 42336.00
KSRB 4-6.9 : Providing and removing centering, shuttering,
Page.no 16/ strutting, propping etc., for edges of slabs and breaks in
3.07 0.00 0.00
Item.no 4.36 floor,( cills ) including cost of all materials, labour complete as per
specification.Specltication No. KBS 4.6.2
GROUND FLOOR Sqm 12.00 732.24 8786.88
FIRST FLOOR Sqm 12.00 737.64 8851.68
SECOND FLOOR Sqm 12.00 743.04 8916.48
THIRD FLOOR & TERRACE FLOOR Sqm 12.00 748.44 8981.28
5 T.M.T Steel work 0.00 0.00

KSRB 4.9.2: Providing T.M.T steel reinforcement for R.C.C

work including straightening, cutting, bending, hooking,
Page.no 17/ placing in position, lapping and /or welding wherever
Item.no required, tying with binding wire of approved and
4 4.46.2+ anchoring to the adjoining members wherever necessary 0.00 0.00
Page no 18/ complete as per design (laps, hooks and wastage shall
Item no 4.47 not be measured and paid) cost of material, labour, HOM
of machineries complete as per specifications.
Specification No. KBS 4.6.3. Fe 550

FOOTING, PEDESTAL, COLUMN Tonne 72.00 61237.08 4409069.76

GROUND FLOOR Tonne 15.00 61237.08 918556.20
FIRST FLOOR Tonne 15.00 61746.84 926202.60
SECOND FLOOR Tonne 15.00 62256.60 933849.00
THIRD FLOOR & TERRACE FLOOR Tonne 19.00 62766.36 1192560.84
0.00 0.00
5 MASONRY WORKS 0.00 0.00

KSRB 5.1-3 : Providing and constructing granite / trap /

basalt stone masonry in foundation with cement mortar
Page.no 23/
5.01 1:6 (uncoursed ), bond stones at two m. apart in each Cum 50.00 4521.96 226098.00
Item.no 5.6
course including cost of materials, labour, curing complete
as per specifications.

KSRB 5-14 : Providing and constructing precast concrete

solid blocks with compressive strength not less than 3.5
Newton per sqmm with cement mortar 1:4 masonry
Page.no 25
5.02 (quoin, Jamb, closer blocks ) with solid concrete blocks of 0.00 0.00
Item.no 5.27
size 40x20x20cms conforming to I.S: 2185/1965 in
superstructure including cost of materials, labour charges,
scaffolding, curing complete as per specifications.
GROUND FLOOR Sqm 345.00 1011.96 349126.20
FIRST FLOOR Sqm 385.00 1044.36 402078.60
SECOND FLOOR Sqm 295.00 1076.76 317644.20
THIRD FLOOR & TERRACE FLOOR Sqm 54.00 1109.16 59894.64

Page 3
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Sl No No Description Unit Quantity Rate Total Amount

KSRB 5-15 : Providing and constructing non-load bearing

wall with cement concrete solid blocks with compressive
strength not less than 3.5 Newton per sqmm with cement
Page.no 25
5.03 mortar 1:4 ( Jamb, closer blocks) with blocks of size 0.00 0.00
Item.no 5.28
40x10x20cms. ( lxbxh ) conforming to I.S : 2185/1965 in
superstructure including cost of materials, labour charges,
scaffolding, curing complete as per specifications.

GROUND FLOOR Sqm 59.00 773.28 45623.52

FIRST FLOOR Sqm 59.00 805.68 47535.12
SECOND FLOOR Sqm 59.00 838.08 49446.72
THIRD FLOOR & TERRACE FLOOR Sqm 191.00 870.48 166261.68
0.00 0.00
6 WOOD WORKS 0.00 0.00
Providing White Sal wood frames of doors, windows,
clerestory windows, ventilators and other frames, wrought,
Page.no 51
6.01 framed or assembled including making plaster groves 0.00 0.00
Item.no 9.13
( excluding cost of cement concrete and side clamps ), but
including cost of mater
GROUND FLOOR Cum 0.72 69034.68 49704.97
FIRST FLOOR Cum 0.72 69034.68 49704.97
SECOND FLOOR Cum 0.50 69034.68 34517.34
THIRD FLOOR Cum 0.10 69034.68 6903.47
KSRB 9-27.1 : Fixing of door frame in an existing opening
including embedding frame in floor and walls after cutting
masonry for holdfasts for embedding holdfast in cement
concrete 1:3:6 of 20mm and down size granite metal
Page.no 57
6.02 painting two coats of coal tar to sides of frame, making 0.00 0.00
Item.no 9.80
good the damages to walls and floor as required and
disposal of the debris with lead upto 50 m. including cost
of materials, labour charges, complete as per
specifications.
GROUND FLOOR Nos 12.00 1138.32 13659.84
FIRST FLOOR Nos 9.00 1138.32 10244.88
SECOND FLOOR Nos 6.00 1138.32 6829.92
THIRD FLOOR & TERRACE FLOOR Nos 1.00 1138.32 1138.32
0.00 0.00
Page.no 62 Providing and fixing flush door shutter made out of solid
6.03 Item.no core black board type, well seasoned chemically treated 0.00 0.00
9.106.4 hard wood
GROUND FLOOR Sqm 36.00 3954.96 142378.56
FIRST FLOOR Sqm 24.00 3958.20 94996.80
SECOND FLOOR Sqm 16.00 3961.44 63383.04
THIRD FLOOR & TERRACE FLOOR Sqm 4.00 3964.68 15858.72
Providing and fixing 65mmx125mm GRP Doorframe
fabricated using E-Glass Chopped Strand Mat (CSM) U.V-
stabilized Isopthalic Gelcoat and Isopthalic resin. The
thickness of the GRP skin shall not be less than 2.0mm.
The doorframe consists of four segments, which are
provided with plug-in-socket arrangement in-situ in the
Page.no 60 mould. The segments are plugged in and are joined
6.04 0.00 0.00
Item.no 9.96 together by means of screws. The GRP frame shall be
provided with wooden reinforcement on 6 locations for
high screw holding capacity for fixing metalling hold fast
and shall be consolidated by filling with medium density
foam/Plaster of Paris with fibre reinforcement. Six
Numbers of 260mmx25mmx5mm size 'S' shaped M.S. flat
hold fast shall be provided with the frame.
GROUND FLOOR m 6.00 610.20 3661.20
FIRST FLOOR m 6.00 613.44 3680.64
SECOND FLOOR m 6.00 616.68 3700.08
THIRD FLOOR m 6.00 619.92 3719.52

Page 4
 Page/Item
Sl No No Description Unit Quantity Rate Total Amount

Providing and fixing factory made single leaft rigid GRP

Sandwich composite door shutter of 32mm thick,
laminated with two GRP skins with wood grain finish,
fabricated using U.V-stabilized Isopthalic Gelcoat and on
layer of 450 gsm E-Glass Chopped strand Mat (CSM),
impregnated with orthopthalic polyster resin. The
thickness of the skins shall not be less than 1.5mm.
Expanded Polystyrene (EPS) structural foam panel of
29mm thickness and a density of 20 Kg/m3 shall be used
as core material. Wooden reinforcements made of
Page.no 59 Seasoned Salwood block of cross section not less than
6.05 0.00
Item.no 9.93 28mmx32mm and also necessary salwood reinforcements
for fixing the metal fittings such as tower bolts, aldrops,
handles, etc, shall be provided. A structural adhesive
compatible with EPS foam shall be used for bonding the
core material, the Salwood reinforcement and the skins.
The material and process for manufacturing the door
shutters shall confirm to RV/TIFAC Composites Design
centre Standards and specifications and the door shutters
tested in confiramation to IS 4020-1994. The finish of
shutter will be plain colour White/Ivory/Beige/Light Grey or
any other colour using high quality pigments. Exclusing
cost
GROUNDof fixtures
FLOOR and inclusive of supply of shutters to sqm 2.10 3456.00 7257.60
FIRST FLOOR sqm 2.10 3459.24 7264.40
SECOND FLOOR sqm 2.10 3462.48 7271.21
THIRD FLOOR & TERRACE FLOOR sqm 2.10 3465.72 7278.01
0.00
Providing & fixing of glazed 3 Track-2 Panel Sliding
Windows with Mesh made out of multi Chamered uPVC
sections with TPV gaskets having Isolated drainage and
reinforced witgh Galvanized iron profiles through out the
window. The sliding outer frame having a overall size of
Page.no 309 108 x45 mm with reinforcement of 1 mm thickness and
6.06 Item.no38.44 sash with overall size of 30x48.5 mm with reinforcement 0.00 0.00
.5, of 1.5mm thickness. Glazing bead for fixing of glass shall
be of size 20x18mm and coextruded with gasket. fiber
glass shall be provided in the mesh shutter.Windows shall
be provided with 5mm plain float glass, standard hardware
& single point locking system of flush lock, Wall thickness
of frame & sash shall be 2-2.2 mm.
GROUND FLOOR Sqm 40.00 8100.00 324000.00
FIRST FLOOR Sqm 51.00 8100.00 413100.00
SECOND FLOOR Sqm 22.00 8100.00 178200.00
THIRD FLOOR & TERRACE FLOOR Sqm 0.00 8100.00 0.00

Providing & fixing of glazed Ventilator made out of multi

Chamered uPVC sections with TPV gaskets having Isolated
Page.no 309 drainage and reinforced witgh Galvanized iron profiles
6.06 Item.no38.44 through out the window.ventilators shall be provided with
.3 5mm plain float glass, standard hardware & single point
locking system of flush lock, Wall thickness of frame &
sash shall be 2-2.2 mm.

GROUND FLOOR Sqm 0.50 6696.00 3348.00

FIRST FLOOR Sqm 0.50 6696.00 3348.00
SECOND FLOOR Sqm 0.50 6696.00 3348.00
THIRD FLOOR & TERRACE FLOOR Sqm 0.34 6696.00 2276.64
0.00
KSRB 7.9: Providing & fixing MS grill works for windows
and ventilators using M.S. flats, or M.S. square rods, or
Page.no 32 combination of cutting steel sections and welding the
6.07 Kgs 2500.00 84.24 210600.00
Item.no 7.9 same to required pattern with a coat of Red lead primer,
cost of materials, fixtures, labour and HOM of machineries
complete and
Providing as per specification.
fixing M.S. Handspecification no. KBS 7.12
railing for Balcony/Staircase
etc, with 50mm dia. M.S. hollow pipe of 14 gauge, welded
to 20mmx20mm M.S. square rod placed vertically, spaced
at 100mm at regular intervals of 600mm. These vertical
rods laterally tied to 3 horizontal rods spaced at equal
interval. These assembly is fixed to concrete by using
Page.no 42 expansion bolts and welding the same to reinforcement
6.08 0.00 0.00
Item.no 7.35 bars and making good the surface. All the joints and
sections hould be cut to length, welded and grinded
wherever necessary etc., complete . The work includes
cost of all materials, labour charges for all items of work,
hire charges for welding, cutting and grinding equipment,
and electricity charges, etc., complete as per specification
and drawing.
GROUND FLOOR Sqm 115.00 2857.68 328633.20
FIRST FLOOR Sqm 115.00 2863.08 329254.20
SECOND FLOOR Sqm 115.00 2868.48 329875.20

Page 5
 Page/Item
Sl No No Description Unit Quantity Rate Total Amount

THIRD FLOOR & TERRACE FLOOR Sqm 115.00 2873.88 330496.20

0.00 0.00
Providing Teak wood frames of
doors ,windows,clesrestory
Page no 51 windows,ventilatorsand other
6.09 item no frames,wrought,framed or assembled including Cum 0.12 200787.00 24094.44
9.10 making plaster grooves(excluding cost of
cement,labour,HOM of machineries complete as
per specifications
0.00
Providing & fixing in position fully panelled Teak
wood shutters for doors ,with styles and rails of
40mm thick with bottom and lock rails 180mm
Page no 51
wide top rail & styles .100 mm wide as per
6.10 item no Sqm 6.51 8964.00 58355.64
drawing and panels of 25 mm thick including cost
9.14
of materials, labour,HOM of machieneries
complete as per specificatios(excluding cost of
fixtures) specificatio No KBS 9.34
Providing & Fixing 304 grade stainless steel hand 0.00
rails of 14 guage pipes for ramps staircase
madeout of stainless steel hollow pipes , using 50
mm dia for verticals @1.60 mtr c/c fixed to the
ramps or steps by drilling with bolts & 100 mm
dia MS base plate 10 guage for fixing vertical
pipes 4 -nos anchor bolts & 40 mm dia pipes
fixed horizontally for 2 rows top & one pipe fixed
with vertical pippes another one fixed with elbows
Page no 43 and 25mm dia pipes are fixed horizontally for 2
6.11 item no rows below top measure @ equal intervals Sqm 36.00 6286.68 226320.48
7.39 includding cutting ,welding ,bending whereever
necessary with suitable caps @tops ,bottoms &
corners finishing with mat /shining etc.complete
including cost and conveyance of all
materials ,labourfor all items of work ,HOM of
equipment with all lead and lift ,loading &
unloading ,transportation chargesand all other
incidental charges etc,complete as per
specification and directions of the Engineer -in-
charge of the work 0.00
Providing & Fixing 304 grade staircase railings
ramps,balconies,with handrails of stainless steel
hollow pipes , using 50 mm dia 16 guage hollow
pipe, welded to vertical hollow 50mm dia pipe of
16 guage stain less steell vertical pipe spaced
@1.20 mtrregular intervals , ands 5 nos of 25mm
dia . Stainless steel hollow horizontal pipe welded
Page no 43
to vertical 50mm dia hollow pipe.the entire
6.12 item no sqm 0.00
assmbly is fixed to staircase concrete by using
7.38
expansion bolts by drilling concrete etc. including
cost and conveyance of all materials ,labourfor all
items of work ,HOM of equipment with all lead
and lift ,loading & unloading ,transportation
chargesand all other incidental charges
etc,complete as per specification and directions of
the Engineer -in-charge of the work
GROUND FLOOR Sqm 49.20 6638.76 326626.99
FIRST FLOOR Sqm 49.20 6837.92 336425.80
SECOND FLOOR Sqm 49.20 7037.09 346224.61
THIRD FLOOR & TERRACE FLOOR Sqm 49.20 7236.25 356023.42
0.00
7 PLASTERING WORKS 0.00 0.00
KSRB 15-3-13 : Providing 12mm thick cement plaster
Page.no (ceiling) in single coat with cement mortar 1:3 to ceiling
114,Item.no including rounding off corners wherever required smooth
7.01
15.21 & rendering, : Providng and removing scaffolding, including
0.00 0.00
note(1) cost of materials, labour, curing complete as per
specifications.
GROUND FLOOR Sqm 497.00 208.44 103594.68
FIRST FLOOR Sqm 497.00 213.84 106278.48
SECOND FLOOR Sqm 373.00 219.24 81776.52
THIRD FLOOR & TERRACE FLOOR Sqm 35.00 224.64 7862.40

Page 6
 Page/Item
Sl No No Description Unit Quantity Rate Total Amount

KSRB 15-3.3 : Providing 12mm thick cement plaster

Page.no 113 (inside) in single coat with cement mortar 1:6to brick
Item.no masonry including rounding off corners wherever required
7.02 0.00 0.00
15.11 & smooth rendering, : Providng and removing scaffolding,
note(1) including cost of materials, labour, curing complete as per
specifications.
GROUND FLOOR Sqm 597.70 162.00 96827.40
FIRST FLOOR Sqm 627.00 167.40 104959.80
SECOND FLOOR Sqm 276.00 172.80 47692.80
THIRD FLOOR & TERRACE FLOOR Sqm 63.00 178.20 11226.60

Pg no 115/ it KSRB15-7 : Providing lime rendering for plastering to wall

7.02 0.00 0.00
no 15.33 and ceiling , including cost of materials, labour, curing
complete as per specifications
GROUND FLOOR Sqm 1094.70 27.00 29556.90
FIRST FLOOR Sqm 1124.00 32.40 36417.60
SECOND FLOOR Sqm 649.00 37.80 24532.20
THIRD FLOOR & TERRACE FLOOR Sqm 98.00 43.20 4233.60

KSRB 15-3.9: Providing 18mm thick cement plaster in

Page.no single coat with cement mortar 1:6 to brick masonry
114,Item.no including rounding providing and removing scaffolding,
7.03 0.00
15.17 & including cost of materials, labour, curing complete as per
15.26 specifications.
KSRB15-4.4 External

GROUND FLOOR Sqm 295.00 222.48 65631.60

FIRST FLOOR Sqm 251.00 227.88 57197.88
SECOND FLOOR Sqm 185.00 233.28 43156.80
THIRD FLOOR & TERRACE FLOOR Sqm 275.00 238.68 65637.00

Page.no KSRB15-5.2: Providing rough cement plastering 15mm

114& 115, thick in singlecoat with cement mortar 1:6 to brick
7.04 Item.no masonry for base of dadoing works with sand of approved 0.00 0.00
15.31 & quality,: Providing and removing scaffolding, including cost
note(1) of materials, labour, curing complete as per specifications.
GROUND FLOOR Sqm 11.55 169.56 1958.42
FIRST FLOOR Sqm 11.55 174.96 2020.79
SECOND FLOOR Sqm 11.55 183.17 2115.59
THIRD FLOOR & TERRACE FLOOR Sqm 11.55 188.89 2181.70
KSRB 15.8.2 Providing and fixing plaster mesh 150mm
wide manufactured out of hot dipped galvanised iron of
nominal thickness 0.35mm with a zinc coating of 120gms
Page.no 115
per Sqm width, along route of walls chipped for services,
7.05 Item.no m 35.00 38.88 1360.80
junction between RCC and brick walls including cost of
15.35
materials, labour for fixing, complete as per
specifications. (length of mesh only be measured for
payment)
0.00 0.00
8 Waterproofing Works 0.00 0.00
Waterproofing for Roof slabs and terraces 0.00 0.00
KSRB 8.5 : Providing and laying cinder concrete in cement 1:15 ( 1
Page.no 46 cement : 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken
8.01 Cum 5.00 2054.16 10270.80
Item.no 8.4 slabs, laid to slope compacting, including cost of materials, labour, curing
complete
Providingas per &
specifications.
applying water proofing to roof slab,
terraces, landscape area, podium etc., using
modified polyurethane cures (conforming to ASTM
C836-84) to give a tough elastomeric waterproof
membrane on the surface. The surface shall be
cleaned free from dust and other particle before
Page.no 271 usage. standards & methodology : This compound
8.02 Sqm 525.00 756.00 396900.00
Item.no 38.2 has a medium viscosity grade with 620% of
elongation and shall be done either by roller
application/brush application/ spray. This will be
applied for a thickness of 1.3mm first layer 0.5mm
& 2nd layer 0.8mm. After applying the 2nd layer
sand sprinkle shall be done to provide mechanical
Page.no key.
Providing waterproffing treatement to the sunken portion
8.03 271Item.no Sqm 12.00 756.00 9072.00
of toilet.
38.2
0.00 0.00
9 FLOORING WORKS 0.00 0.00
KSRB 14.7-3 : Providing and laying flooring 40 mm thick,
with an under layer of 30mm thick M-15 cement concrete,
Page.no 102 using broken granite metal of 12.5mm nominal size and
9.01 Item.no top layer of 10mm thick plaster with cement mortar 1:3, 0.00 0.00
14.10 finished with floating coat of neat cement , including cost
of materials, labour, curing, complete as per
specifications. Specification No. KBS 14.3
GROUND FLOOR Sqm 42.00 558.36 23451.12

Page 7
 Page/Item
Sl No No Description Unit Quantity Rate Total Amount

Providing & fixing Vitrified glazed tiles of approved

make,quality & colour of size 600 x 600x10mm thick fixed
Page.no 104
on a bed of 12mm thick cement mortar for
& 107
flooring,skirting and jointed with neat cement slurry mixed
9.03 Item.no 0.00 0.00
with pigment to mach shade of tiles,including providing
14.45 & note
spacers at required interval and removing stains etc;
(1)
complete as per specification.[Approved make: Nitco/
Naveen/ Johnson/ Regent/ Kajaria or equivalent make ]

GROUND FLOOR Sqm 635.00 1200.96 762609.60

FIRST FLOOR Sqm 635.00 1202.58 763638.30
SECOND FLOOR Sqm 453.00 1204.20 545502.60
THIRD FLOOR & TERRACE FLOOR Sqm 15.00 1205.82 18087.30
KSRB 14.14-5: Providing Ceramic tiles of approved make,
Page.no 106 shade and size 30x30 cms 6mm thick for flooring, treads
& 107 of steps and landings laid on a bed of 12mm thick, cement
9.04 Item.no mortar 1:3 mix, flush pointing with white cement using 0.00 0.00
14.36.2 & colour pigment, including cost of materials, labour, curing,
note (1) complete as per specifications.specification No. KBS
[Approved make: Nitco/ Naveen/ Kajaria or equivalent]
GROUND FLOOR Sqm 15.00 1270.08 19051.20
FIRST FLOOR Sqm 15.00 1271.70 19075.50
SECOND FLOOR Sqm 15.00 1273.32 19099.80
THIRD FLOOR & TERRACE FLOOR Sqm 0.00 1274.94 0.00

KSRB 14-17.2 : Providing skirting, dado, rises of steps with

Page.no 106 colour glazed tiles 6mm thick on 10mm thick cement
& 107 plaster 1:3 and jointed with white cement slurry over
9.05 Item.no rough plaster surface (excluding cost of rough plastered 0.00 0.00
14.40 & surface which should be measured and paid separately )
note(1) using glazed tiles of approved make and size including
cost of materials, labour, complete as per specifications.
Specification No.KBS 14.16, 14.17
colour glazed tiles 30x45cms 6mm thick with border of
size 30x10cm
GROUND FLOOR Sqm 19.00 1208.52 22961.88
FIRST FLOOR Sqm 19.00 1211.76 23023.44
SECOND FLOOR Sqm 19.00 1216.08 23105.52
THIRD FLOOR & TERRACE FLOOR Sqm 0.00 1220.40 0.00
Providing & fixing of wall cladding using 20mm thick gang
saw water cut grey granite in CM 1;3 proportion cut to
required shape pattern with paper joints, finished with
cement mortal using white cement and colour pigments to
Page.no match the colour of slab making through jointing with
9.06 110 / it no sealent,making holes 25mmx12mm grooves in joints 0.00 0.00
14.67.2 including curing etc, complete

GROUND FLOOR Sqm 321.00 2334.96 749522.16

FIRST FLOOR Sqm 345.00 2336.58 806120.10
SECOND FLOOR Sqm 155.00 2338.20 362421.00
THIRD FLOOR & TERRACE FLOOR Sqm 0.00 2339.82 0.00
0.00
Providing and laying pattern flooring for staircase treads
and risers using the combiantion of 20mm thick ruby red
granite @ 66%,20 mm thick grey granite @ 20%, 20mm
Pg no 107 / thick Shiva gold granite 7%, 20mm thick black granite 7%.
9.06 0.00 0.00
14.46 The granite meterials are laid on existing bed of CM 1:3
20mm thick pointed with colour pigment, including full
rounding for nosing, flaming the ruby red granite for 50
mm wide curing etc., complete.
GROUND FLOOR Sqm 227.00 5724.00 1299348.00
FIRST FLOOR Sqm 227.00 5725.50 1299688.50
SECOND FLOOR Sqm 227.00 5727.00 1300029.00
THIRD FLOOR & TERRACE FLOOR Sqm 15.00 5728.50 85927.50
0.00

Page 8
 Page/Item
Sl No No Description Unit Quantity Rate Total Amount

Providing & fixing granite flooring in combination of 19mm

thick (Avg) gang saw water cut LAKARED granite with 86%
and with 14% of 19mmthick (avg) black granite in CM 1;4
proportion with a coat of rough plastering using CM 1;4 cut
to the required shape,pattern wih paper joints, finished
with cement mortor using white cement and colour
Pg no 109/ It pigments to match the colour of the slab making through
9.07 0.00 0.00
no 14.58 jointing with sealent,groovesin the joints including the cost
of curing etc complete including cost of conveyance of all
materials labour for all items of work, HOMof equipments
etc, complete asper specification

GROUND FLOOR Sqm 125.00 4019.76 502470.00

FIRST FLOOR Sqm 125.00 4021.38 502672.50
SECOND FLOOR Sqm 125.00 4023.00 502875.00
THIRD FLOOR & TERRACE FLOOR Sqm 15.00 4024.62 60369.30
0.00 0.00
Providing & fixing cement based ,pre cast pre
polished cement concrete designer tiles 25mm
thick for flooring confirming to IS 1237 heavy duty
tiles for flooring ,treads of steps and landing ,laid
Pg no 109/ in abed of 12mm thick cement mortar 1:3 mis
9.08 0.00 0.00
It no 14.62 finished with flush pointing using white
cement ,including cost of
materials ,mortar,including cutting, grinding the
edge to half/full round wherever required,
labour ,curing complete as per specification.
GROUND FLOOR Sqm 45.00 1171.80 52731.00

Providing & laying heavy duty Cobble stone 75

mm thick interlock pavers ,using cement and
course sand for manufacture of blocks of
approved size,shape and colour with a minium
compressive strength of 281 kg per sqm over
Pg no 101/ 50mm thick sand bed(average thickness)and
9.09 0.00 0.00
It no 14.7 compacting with plate vibrator having 3 tons
compaction force thereby forcing part of sand
underneath to come up in between joints,final
compaction of pavers surface joints into its final
levl , including cost of materials ,labour and HOM
of machineries complete as per specifications.
GROUND FLOOR Sqm 740.00 1047.60 775224.00

Providing & fixing pre cast solid concrete Kerb

stone made out of CC1:2:4 with top & bottom
width 114 & 165 mm respectively .400 mm high &
Pg no 25/ 450 mm in length finished in Cm 1:3 plastering &
9.10 0.00 0.00
It no 5.30 finishing cutting,including form
work ,curing,including cost of all
materials ,labour,hire charges of
machinery,loading ,unloading, lead and
lift ,transportatio, etc., complete
GROUND FLOOR no 665.00 338.00 224770.00

10 PAINTING WORKS 0.00 0.00

Providing applying two coats of wall putty to inside
plastered walls and ceiling using white cement putty.
scraping & levelling the surface using steel blade and
Page.no 126
preparing the surface even & smooth by using different
10.01 Item.no 0.00 0.00
grade sand papers, including cost of all materials, cost of
15.106
labour and scaffolding etc; complete as per the
specification. Area toi be considered- (a) 100% for fresh
surface
GROUND FLOOR Sqm 1095.00 60.48 66225.60
FIRST FLOOR Sqm 1123.00 65.88 73983.24
SECOND FLOOR Sqm 650.00 71.28 46332.00
THIRD FLOOR & TERRACE FLOOR Sqm 35.00 76.68 2683.80

Page 9
 Page/Item
Sl No No Description Unit Quantity Rate Total Amount

KSRB 15-15.1 : Providing and applying painting in two

coats with plastic emulsion paint with primer of approved
Page.no brand on wall surface to given an even approved shade
10.02 113,Item.no after thoroughly brushing the surface,free from mortar 0.00 0.00
15.51.2 drops and other foreign matter including preparing the
surface even and sand paper smooth, cost of materials,
labour , complete as per specifications.
GROUND FLOOR Sqm 610.00 97.20 59292.00
FIRST FLOOR Sqm 636.00 97.31 61887.89
SECOND FLOOR Sqm 275.00 97.31 26759.70
THIRD FLOOR & TERRACE FLOOR Sqm 69.00 97.31 6714.25

KSRB 15-15.1& 15.15.2 : Providing and applying painting

in two coats with plastic emulsion paint with primer of
Page.no 113 approved brand on ceiling and /or sloping roof to given an
Item.no even approved shade after thoroughly brushing the
10.03 0.00 0.00
15.51.2 & surface,free from mortar drops and other foreign matter
15.51.3 including preparing the surface even and sand paper
smooth, cost of materials, labour , complete as per
specifications.

GROUND FLOOR Sqm 515.00 110.04 56671.22

FIRST FLOOR Sqm 515.00 110.04 56671.22
SECOND FLOOR Sqm 395.00 110.04 43466.27
THIRD FLOOR & TERRACE FLOOR Sqm 110.04 0.00
Providing and finishing external walls in two coats over
one coat of 100% acrylic silicon glazed primer with
Pg no 125 / antifugal paint for top coat of approved brand and shade
10.05 item no to give an even shade after thoroughly brooming the 0.00 0.00
15.104 surface to remove all dirt and loose powdered material,
free from mortar drops and other foreign matter cost of
materials, labour,complete as per specifications.
GROUND FLOOR Sqm 295.00 163.08 48108.60
FIRST FLOOR Sqm 271.00 166.32 45072.72
SECOND FLOOR Sqm 198.00 169.56 33572.88
THIRD FLOOR & TERRACE FLOOR Sqm 261.00 172.80 45100.80
KSRB 15-18.2 : Providing and applying enamel metal paint
two coats (excluding priming coat ) over new steel or other
Page.no 117 metal surface brushing to give an even shade after
10.06 Item.no cleaning oil, grease, dirt and other foreign matter, 0.00 0.00
15.74 including cost of materials, labour, complete as per
specifications.
GROUND FLOOR Sqm 135.00 88.56 11955.60
FIRST FLOOR Sqm 135.00 88.56 11955.60
SECOND FLOOR Sqm 155.00 88.56 13726.80
THIRD FLOOR & TERRACE FLOOR Sqm 25.00 88.56 2214.00
KSRB 15-18.1 : Applying red lead ready mix priming coat
over new steel or other metal surface including preparing
Pg no 121/ it the surface after throughly cleaning oil, grease, dirt and
10.07 0.00
no 15.73 other foreign matter, and scoured with wire brushes, fine
steel wool, sand papers including cost of materials, labour,
complete as per specifications
Sqm 165.00 31.32 5167.80
0.00 0.00

KSRB 15.17.2 & 15.17.6-Providing and applying painting

Page No 114 two coats ( including primer coat) on new wood surface & /
10.08 Item 15.56 & or wood base surface with enamel paint to give even 0.00 0.00
15.60.1 shade, cleaning the surface of all dirt, dust & foreign
matter, sand papering including c

Sqm 185.00 129.60 23976.00

0.00 0.00
11 OTHER WORKS 0.00 0.00
Providing and fixing 20mm thick compressible fibre board
11.01 in expansion joint complete as per drawing & vender Rmt 35.00 159.13 5569.45
Technical Specification
Providing and complete
fixing in position as per
20mm specifications
thick premoulded
joint filler in expansion joint for fixed ends of simply
supported spans not exceeding 10m to cater for a
horizontal movement upto 20mm.covered with sealent Rmt 35.00 201.48 7051.97
complete as per drawing and Techinical Specification
complete as per specifications MORTH Specification No
2605
NSR To provide Acess control for all the doors Nos 12.00 22680.00 272160.00

Total Amount 0.00 41751634.48

Page 10