ESTIMATE

Name of Work :Renovation of E&M substation andLV

section at I ikri project
SL.No Description of work Oty Unit Rat
Earth work in excavation by mechanical means (Hydraulic Amount Remark
excavator) / manual means in foundation trenches or
ldrains (not exceeding 1.5 m in width or 10sqm on plan)
including dressing of sides and rarnming of bottoms, lift
up to 1.5 m, including getting out the excavated soil and 144 Cum 20670 29764.8 2.8.1
disposal of surplus excavated soil as directed, withina
|lead of 50m. All kinds of soil.

2 Brick work with non-modular FALG bricks confirming to

IS: 12894,class designation 7.5 average compressive 832 S2245
strength etc. complete in superstructure above plinth
|level upto floor Vlevel: In cement mortar 1:6 (1 cement: 6 16.36 Cum 6306. 5 481560.522 6.4.2
|C0arse sand'

3 Brick work with non modular FALG bricks confirming to

IS: 12894, class designation 7.5 average 4a69ol
cornpressive
strength etc. complete in all respet in foundation and 52.836 Cum 5193-90(274419.6168) 6.1.2
plinth in cement mortar 1:6 (1Cement:6Coarse sand)

4 12 mm cement plaster of mix :1:6(1 cement: 6 fine sand)

824.8 Sqm 215.45 177703.16 13.1.2
5 Removing dry or oil bound distemper, water proofing
cement paint and the like by scrapping, sand papering and
3778.4 Sqm 14.3 o 54786.8 13.91
preparing the surface smooth including necessary repairs
to scratches etc. complete
6 Providing and applying plaster of paris putty of 2 mm
thickness over plastered surface to prepare the surface 4648.4 Sqm 172.40 801384. 16 13.26
even and smooth complete.
7
Finishing walls with Acrylic Smooth exterior paint of
required shade:Old work (Two or more coat applied @
l.67Itr/ 10 sqm) on existing cement paint 3304.4 Sqm 68.60 226681.84 13.111.2)
surface
8 Wall painting with prerniurn acrylic emulsion paint of
interior grade, having V0c
(Volatile Organic Compound )content less than 50 grams/
1344 Sqm 85.8 o 115315.2 13.83.2
|litreof approved brand and nanufacture, including
applying additional coats wherever required to achieve
even shade and colour.Two coats
9
Painting with synthetic enamel paint of approved brand
and manufacturer to give an even shade. One or more coat
old work. 200 Sqm 63.0 D (12600 13.99.1
26ososo
10 Providing and fixing tiled false ceiling of specified
materials of size 595x595 mm in true horizontal level,
suspended on inter locking netal gridof hot dipped
galvanized steel sections ( galvanized @120 grams/ sqm,
both side inclusive) consisting of rnain "T" runner with
suitably spaced joints to get required lengtth
andof size 24x38 mn made from 0.30 mm thick
(minimum) sheet, spaced at l200 mm center to center and
cross "T" of size 24×25 mm made of 0.30 nm thick
(minimum) sheet, 1200mm long spaced between main
T" at 600mm center to center to form a grid of 1200x600
Mm and secondary cross "T" of length 600 mm and size 210 Sqm 1444.45 303334.5 12.52.2
24x25 nm made of 0.30 mmthick (minimum) sheet to be
interlocked at niddle of the 1200x600 mm panel to form
grids of 600x600 mm and wall angle of size 24x24x0.3
mm and laying false ceiling tiles of approved texture in the
grid including, required cutting/making, opening for
services like diffusers, grills, light fittings. fixtures, sInoke
detectors etc. Main "T' runners to he suspended from
ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm
fixedtoceiling with 12.5 mn dia and 50 mm long dash
|fasteners, 4 mm Gl adjustable rods with galvanised
1
Dismantling roofing including ges, hips, valleys and
gutters etc., and stacking the n terial within 50 metres 15.28,1
lead of:G.S. Sheet 92.55 150301.2
1624 Sqm

12
|Providingcorrugated G.S. shee oofing including vertical
/curved surface fixed with pol mer coated I or L hooks,
bolts and nuts 8 mm diameter ith bitumen and G.I.
|limpet washers or with G.I. lim 2t washers filled with
white lead, including a coat of. proved steel primer and
twocoats of approved paint or verlapping of sheets 810.90 131690 1.6 12.1.3
1624 Sqm
complete (up to any pitch in h izontal/ vertical or curved
surfaces), excluding the cost ol urlins, rafters and trusses
and including cutting to size ai shape wherever
required.0.63 mm thick with z coating not less than
275 gm/ m?
13 Providing &fixing UV stabilise fiberglass reiniorced
plasticsheet roofing up to any tch, including fixing with
polymer coated "T' or 'L' hooks. olts &nuts 8mm dia. G.I
plain/bitumen washers compl e but excluding the cost of|
purlins, rafters, trusses etc. Th sheets shall be
manufactured out of 2400 TEX anel rovigs incorporating
minimum 0.3% ultra-violet sta liser in resin system 210 Sqm 993.15 208561.5 12.47.1
under approximately 2400 psi nd hot cured. They shall
be of uniform pigmentation an thickness without air
pockets and shallconform to I: 10192 and IS 12866.The
sheets shall be opaque or tran: 1cent, clear or pigmented,
textured or smooth as specifie 2 mm thick flat

Providing ridges or hips of wic 160 cm overall width

plain G.S. sheet fixed with poly er coated Jor Lhooks,
bolts and nuts 8 mm dia G.I. lir et and bitumen washers 142 meter 581.65 82594.3 12.4.2
complete.0.63 mm thick with z c coating not less than
|275 gm/m?
15 Extra for providing and fixing nd ties of 40x6 mm flat
iron section. 612 meter 191.50 117198 12.11
16
|Grading roof for water proofin treatment with Cement
concrete 1:2:4 (1 cement :2 co 'se sand:4 graded stone
402 6163.15 2477586.3 22.14.1
aggregate 20 mm Sqm
nominal size)
17 Providing and laying in situ fiv course water proofing
treatment with APP (Atactic P propylene) modified
Polymeric memberane over ro 'consisting of first coat of
bitumen primer 0.40Kg per m, 2nd & 4th courses of
|bondingmaterial @1.20 kg/s 1, which shall consist of
|blowntype bitumen of grade & /25 conforming to IS :
|702, 3rd layer of roofing meml ane APP modified
Polymeric membrane 2.0 mm ick of 3.00Kg/ sqm
weight consisting of five layers orefabricated with centre
core as 100 micron HMHDPEf n sandwiched on both
sides with polymeric mix and 1 2polymeric mix is 402 Sqm 370.80 149061.6 14.87
protected on both side'with 2C aicron HMHDPE film. 5th,
|the top most layer shall be fini ed with brick tiles of class
designation 10 grouted with ct ent mortar 1:3 (1 cement
:3fine sand) mixed with 2% ii 2gral water proofing
compound by weight of cemen ver a 12 mm layer of
cement mortar l:3 (1 cement: fine sand)
and finished neat (item of layi brick tiles shall be paid
for separately).
18 Steclwork in built up tubular (round,square or
rectangular hollow tubesete.) Hot finished weldedtype
tubes russes ete., including cutting, hoisting, fixing in
758.88 Kg 123.65 93835.5 12 10.16.1
position and applying apriming coat of approvedsteel
primer, including welding and bolted with special shaped
washers etc. complete.
19
Structuralsteel work in single section, fixed with or
without connecting plate, including cutting. hoisting. fixing
937.5 Kg 104.20 97687.5 10.1
in position and applying a priming coat of approved steel
primer all complete.
20 Demolishing cement concrete manually / by mechanical
means including disposal of material within 50metres
lead as per dircction of Engincer - in - charge. Nominal 5 Cum 1337.30 6686.5 15.2.1
concrete 1:3:6 or richer mix (i/e cquivalent design mix)

21 Demolislhing brick work manually/ by mechanical means

including stacking of serviceable material and disposal of
unserviceable material within 50 metres lead as per 10 Cum 1130.70 11307 15.7.4
direction of Engincer-in-charge. In cement mortar

22 Dismantling tile work in floors and roofs laid in cement

mortar including stacking material within 50 metres 20.4 Sqm 41.45 845.58 15.23
lead.For thickness of tiles 10 mm to 25 mm
23 |Providing and fixing lst quality ceramic glazed wall tiles
confornning to IS: 15622 (thickness tobe specified by the
manulacturer), of approved make, in all colours, shades
exceptburgundy, bottle green, black of any size as
approved by Engineer-in-Charge, in skirting, risers of 190.8 Sqm 845.40 161302.32 8.31
steps and dados, over 12 mm thick bed of cement mortar
1:3 (1 cement:3coarse sand) and jointing with grey
cement slurry 0 3.3kg per sqm, including pointing in
|white cement mixedwith pigment of matching shade
complete.
24 |Providing andlaying Vitrifiedtiles in different sizes
|(thicknesstobe specified by manufacturer), with water
absorption less than 0.08 % andconforming to I.S. 15622,
of approved make, in allcolours &shade, in skirting, riser
|of steps, over 12 mm thick bed ofcement mortar l:3 (1 512.56 Sqm 1195.30 612662,968 11.46.2
cement: 3 coarse sand), jointing with grey cement slurry
3.3kg/sqm including grouting the joint with white
cement & matehing pigments etc. complete.Size of Tile
600x600 mm

25 Providing and laying in position cement concrete of

specified grade including the cost of centering and
shuttering -All work up to plinth level: 1:2:4 (1cement:2 18 Cum 6036.15 108650.7 4.1.3
coarse sand (z0ne-1I) derived from natural sources : 4
graded stone aggregate 20 mm nominal size derived from
natural sources)
26 Providing and laying in position specified grade of
reinforcedcement concrete,
excluding the cost of centering. shuttering. finishing and
reinforcement -All work 3 Cum 6908.3 20724.9 5.1.2
upto plinth level: 1:1.5:3(1 cennent: 1.5 coarse sand
(zone-|||) derived from natural sources: 3
gradedstone aggregate 20 mm nominal size de rived from
naturalsources)
27 Reinforced cement concrete work in walls (any
thickness), including attached
pilasters, buttresses, plinth and string courses, fillets,
columns, pillars, piers,
abutments, posts and struts ete. above plinth level up to
loor five level, excluding 12 Cum 8147.5 97770 5.2.2
costof centering. shuttering, finishing and reinforcement
:1:15:3(1 cement:15coarse sand(zone- lll) derived from
natu- ral sources:3
graded stone aggreyate 20umm nominal size derived from
natural sources)
 |Centering and shuttering including strutting, propping etc.
and removal of form 57 Sqm 218 12426 4.3.1
work for Foundations, footings, bases for columns
29
Centering and shuttering including strutting, propping ete.
and removal of form
24 554.6 13310.4 4.3.3
work or Columns, piers, abutments, pillars, posts and Sqm
Struts
30 Stecl reinforcement for R.C.C. work including
straightening, cutting, bending. 1400 101.25 141750 5.22.3
placing in position and binding all complete upto plinth Kg
level. Cold twisted bars
3 Providing and fixing at or near ground level precast
lcement concrete in kerbs, edgings etc. as per apprOved
pattern andsetting in position with cement mortar 1:3(1
Cement:3 coarse sand), including the cost of required 6807.50 20422.5 4.6.1
Cum
centering. shuttering complete. 1:12:3 (1Cement: 1
coarse sand(zone-III) derived from natural sources: 3
graded stone aggregate 20 mm nominal size derived from
natural sources).
37 Providing and fixing concertina coil fencing with punched
tape oncertina coil 600 mm dia 10 metre openable length
(total length 90 m), having 50 nos rounds per 6 metre
|length, upto 3 m height of wall with existing angle iron 'Y"
shaped placed 2.4m or 3.00 m apart and with 9 horizontal
R.B.T. reinforced barbed wire, stud tied with G.I. staples
and G.I. clips to retain horizontal, including necessary
bolts or G.I. barbed wire tied to angle iron, all completeas 400 meter 253.40 101360 16.53

per direction of Engineer-incharge, with reinforced

|barbed tape(R.B.T.) /Spring core (2.5mm thick) wire of
|high tensile strength of 165 kg/ sq.mm with tape (0.52
mm thick) and weight 43.478 gm/ metre (cost of M.S.
angle, C.C. blocks shall be paid separately)

33 |Dismantling aluminium/ Gypsum partitions, doors,

windows, fixed glazing and false ceiling including disposal
of unserviceable surplus material and stacking of 37.5 Sqm 31.95 1198.125 15.57
serviceable materialwith in 50 meters lead as directed by
Engineer-in-charge.
34 |Dismantling doors, windows and clerestory vindows
(steel or wood) shutterincluding chowkhats, architrave,
holdfasts etc. complete and stacking within 50 metres lead 11 Each 207.35 2280.85 15.12.1
Of area 3 sq. metres and below

35 Providing and fixing on wallface unplasticised Rigid PVC

rain water pipes conforming to IS: 13592 Type A,
including jointingwith seal ring conforming to IS: 5382, 10 meter 250.35 2503.5 12.41.2
leaving 10 mm gap for thermal expansion, (i) Single
socketed pipes.1 10 mm diameter
36 Providing and fixing on wall face unplasticised - PVC
moulded fittings/ accessories for unplasticised Rigid PVC
rain water pipes conforming to IS: 13592 Type A,
Each 114.60 229.2 12.42.5.2
including jointing with seal ring conforming to IS :5382,
leaving 10 mm gap for thermal expansion.Bend 87.5° 110
mm bend

37 Providing andfixing unplasticised -PVC pipe lips of

|approved design to unplasticised - PVC rain water pipes
by means of 50x50Ox50 mm hard wood plugs, screwed
with M.S. screws of required length, including cutting 5 Each 223.45 1117.25 12.43.2
brick work and fixing in cement mortar l:4 (1cement :4
coarse sand)and making good the wall etc. complete. 110
|IMm
38 Providing and fixing alurninium work for doors, windows,
ventilators and partitions with extruded built up standard
rubular sections/ appropriate Z sections and other
sections of approved make conforming to 1S: 733 and IS:
1285, fixing with dash fasteners of required dia and size.
|incuding necessary filling up the gaps at junctions, i.e. at
top, bottom and sides with required EPDM rubber/
neoprene gasket etc. Aluminium sections shall be smooth,
|rustfree, straight, nitred and jointed mechanically 178.2 Kg 387.85 69114.87 21.1.1.2
wherever required including cleat angle, Aluminium snap
|beadingfor glazing /paneling, C.P. brass / stainless steel
screws, all completeas per architectural drawings and the
|directions of Enginecr-in-charge. (Glazing, pancling and
dash fasteners to be paid for separately): For fixed
portion Powder coated aluminium (minimum thickness of
powder coating 50micron)

39 For shutters of doors, windows &ventilators including

providing and fixing hinges/pivots and making provision 460-65 29666
for fixing of fittings wherever required including the cost
of EPDM rubber / neoprene gasket required (Fittings 158.4 Kg (406.65) 64413.36 21.1.2.2
shall be paid forseparately)

40 |Providing and fixing aluminium handles, ISI marked,

anodised (anodic coating not less than grade AC 10 as per
|IS: 1868)transparent or dyed to required colour or 2 Each 50.85 101.7 9.100.1
shade, with necessary screws etc. complete :125 mm
41 Providing and fixing aluminium tower bolts, ISI marked,
anodised (anodic coating not less than grade AC 10 as per
IS: 1868) transparent or dyedto required colour or 2 Each 76.90 153.8 9.97.3
shade, with necessary screwsetc. complete :200x10mm

2 Providing andfixing glazing in aluminium door, window,

ventilator shutters and partitions etc. with EPDM rubber
neoprene gasket etc. complete as per the architectural
drawings and the directions of Engineer-in-charge. (Cost 27.6 Sqm 1065.60 29410.56 21.3.2
|of aluminium snap beading shall be paid in basic
item):With float glass panes of 5.50 mm thickness

43 Providing andfixing 12 nm thick prelaminated particle

boardflat pressed three layer or graded wood particle
board conforming to IS: 12823 Grade I Type l, in panelling
fixed in aluminun doors, windows shutters and partition ar2:2
frames with C.P. brass /stainless steel screws etc. 12 Sqm 775.35 9304.2 (21.22 b
complete as per architectural drawings and directions of
engincer- in-charge. Pre-laminated particle board with
decorative lamination on both sides

14 Renewing glass panes, with putty and nails wherever

necessary including racking outthe old putty:Float glass 37.5 Sqm 740.80 27780 14.5.1
panes of thickness 4 mm

Providing and fixing ISI marked flush door shutters

conforming to IS :2202 (Part 1) decorative type, core of
|blockboard construction with frane of lst class hard
wood and well matchedteak 3 ply veneering with vertical 4
grains or cross bands and face veneers on both faces of Each 2337.00 9348 9.20.2
shutters.30 mm thick including ISl marked Stainless Steel
|butt hinges with necessary screws

46 Providing and fixing ISI markedoxidised M.S. sliding door

bolts with nuts and screws etc. complete :250x 16 mm 4 Each 140.05 560.2 9.62.2

47 Providing andfixing ISI marked oxidised M.S. handles

conforming to IS:4992 with necessary screws etc. Each 28.90 231.2 9.66.1
complete :125 mm
 48 Providing and fixing ISI marked oxidised M.S. tower bolt
black finish, (Barrel type) with necessary screwsetc. Each 13.80 175.2 9.63.3
complete:150x10 mm
Providing and fixing white vitreous china battery based
infrared sensor operated urinal of approx. size 610 x 390
x 370 mm having pre & post flushing with water
(250 ml
& 500 ml consumption), having water inlet from 17751.75 17.8
back side, 3 Each 5917.25
|including fixing to wall with suitable brackets all as per
manufacturers specification and direction of Engìneer-in
|charge.
50
Providing and fixing vitreous china dual purpose closet
suitable for use as squatting pan or European type water
closet (Anglo Indian W.C pan) with seat &lid fixed with
C.P. brass hinges and rubber buffers, 10litre low level
lushing cistern with fitting and brackets, 40 mm flush
bend, 20 mm over flow pipe, with specials of standard
make and mosquito proof coupling of approved
|designcomplete, including painting of fittings andmunicipal
1 Each 8291.05 8291.05 17.68,1
brackets, cutting and making good the walls and floors
wherever required:White vitreous china dual purpose WC
pan with white solid plastic seat and lid with white
vitreous china flushing cistern and C.P. flush bend.
51 Providing and fixing wash basin with C.I. brackets, 15 mm
C.P. brass pillar taps, 32 mm C.P. brass waste of
standard
pattern, including painting of fittings and brackets,cutting
and making good the walls wherever require:White 3 Each 2726.35 8179.05 17.7.1
Vitreous China Wash basin size 630x450 mm with a pair
of 15 mm C.P. brass pillar taps

52 |Providing and fixing water closet squatting pan (Indian

type W.C. pan ) with 100 mm sand cast Iron Por Strap, 10
litre low level white P.V.C. flushing cistern, including flush
pipe, with manually controlled device (handle lever)
conforming to IS : 7231, with all fttings and fixtures
complete, including cutting and making 2 Each 4596.40 9192.8 17.1.1
good the walls and floors wherever required: White
|Vitreous china Orissa pattern W.C. pan of size 580x440
mm with integral
type foot rests

53 |Providing and fixing Chlorinated Polyvinyl Chloride

(CPVC) pipes, having thermal stability for hot &cold water
supply, including all CPVCplain &brass threaded fittings,
|i/efixing the pipe with clamps at 1.00 mspacing. This
includes jointing of pipes &fittings with ne step CPVC
solvent cement and the cost of cutting chases and making 100 meter 329.90 32990 18.8.1
good the same including testing of joints complete as per
direction of Engineer in Charge. Concealed work,
including cutting chases and making good the walls etc. 15
mm nominal dia Pipes
54 |Providingand fixing Chlorinated Polyvinyl Cl loride
(CPVC)pipes, having thermal stability for hot &cold water
|supply, including allCPVC plain &brass threaded fittings,
|i/c fixing the pipe with clamps at 1.00 mspacing. This
|includes jointing of pipes &fittings with ne step CPVC
solvent cement and the cost of cutting chases and making 100 meter 490.40 49040 18.8.3
good the same including testing of joints complete as per
direction of Engineer in Charge. Concealed work,
including curting chases and making good the walls etc. 25
mm nominal dia Pipes

55 Providing and fixing C.P. brass stop cock (concealed) of

standard design and ofapproved make conforming to 10 Each 582.55 5825.5 15.52.1
IS:8931.15 mm nominal dia Pipes
56 Providingand fixing C.P. brass bib cock of approved
5 Each 587.20 2936 18.49.1
Jquality conforming to IS:8931: 15 mm nominal bore
 57 Providing and fixing ball valve (brass) of approved
quality, High or low pressure, with plastic floats complete 2
15 mm nominal bore Each 302-8 s 605.7 18.18.1
58 Providingand fixing ball valve (brass) of approved
lquality, High or low pressure, with plastic floats complete 2
25 mm nominal bore Each 34655 693.1 18.18.3

Total
8833923.94)912482S-13
GST O18% 1590106.31) \4468.S
Estimated Value 10424030.25) o 1 4 2 66
Certificate:
l1) Certified that the estimate has been prepared
after proper survey of site.
(2) The site is free from all
hindrances.

Oversao
KKR Dy. Manager (Civil)/KKR i.0 (CIVIL) /KKR
 Details of work :Renovation of E&M substation and LV section at Kakri project
M1 Nos B D
SL.nO Work Location
150 1.2 0.8 144
Excavation Trenches for duain 1

R00 0.23 69
Brickwork above plinth |Heightening Sub sation boundary outside
store room 12 0.23 2
0.23 2
18a3-68
76.362 2 72

150 0.23 1
Brickwork upto plinth Drain
|For srore room 12 0.23 3312D 66
2 0.23 1.2 1104 2 208
2 12 0.35
0.35 0.7
(0 98 ( 9
10
Misc
52.836D 3S-6

Drain 2 100 200

4 |Plaster
300 0. 420
|Heightening Sub sation boundary outsid
|Plaster of store room 12 3.2 153.6
2 4 3.2 51.2
824.8

5 Scrapping Control room

1 1 21 252
Celling
Foreman's room 4 3 3| 3.5 126
Wall Control room 4 21 294
Wall Control room 4 12 3.5 168
PE roomn&shed
Rooms 3 2.7 243
Outside face of wall 2 15 2. 81
|Outside face of wall 2 6 2.7 32.4|

Boundary 130 1040

70 560

LV section 4 25 300

2 15
Room 2 7 210
2 150
Hall
42
100
3778.4

6 | Putty Control room

Celling 12 21 252
Foreman's room 3 3 3.5 126
Wall Control room 21 3.5 294
WallControl room 12 3.5 168
PE room&shed
Rooms 6 5 2.7 243
|Outside face of wall 15 2.7 81
Outside face of wall 6 2.7 32.4

Boundary 4 130 2 1040|

4 70 2 560

LV section 25 3 300
15 3 90
 Room 5 2 210)
2 150
Hall 1 90
42
as itemn 2 100 1 200
100 200
300 0.7 420
|Misc 150
46484

7 Exterior emulsion paint Control roomn

Wall Control room 21 5 147
Wall Control room 12 35 84
PE room&shed
Outside face of wall 2 15 2.7 81
Outside face of wall 6 2.7 324

Boundary 130 2 1040

4 70 560
LV section 4 25 300
2 15 90|
as item 2 100 200
100| 1 200
2 300 0.7 420
Misc
150
3304.4

Interior emuslion paint Control room

Celling 1 12 21 252
Foreman's room 4 3.5
Wall Control room 126
2 21 3.5 147
Wall Control room 12 3.5 24
PE room&shed
Rooms 6 5 2.7 243
LV Section
Room 2 210
5
150
Hall 2 15 90
2 7 3 42
1344

Enamel Paint Grill

West sida 1 52 1.5 78
1 37 1.5 55.5
|Boundarygrill 2 130 0.7 182
2 70 0.7
Truss of shed 92
200)4 13.SD

False celing 2 6 60
1 30 150
210

|Dismantling roof,ridge guttelas item 12 1624

12
sunstation Shed 1 47 752
|Scrap rOom 1 4
omfuu 3 12
2 3 2.5 15
4 2.5 20
LV Section shed 1 25 15 375
1 30 15 450
1624
 20
13 Fibre glass sheet
47
14 Ridge Shed
25
35 70
142

6 47 282
15 Wind ties 150
6 25
30 180
612

21 17 252
16 Grading roof Control room
30 150
LV section
402

402
17 APP

40 5.27 1.8 758.88

18 Structural steel Hollow section for gate

25 1.5 937.5
19 Structural steel single section for window 25| 1

5
20 Dismantling PCC as per site requirement

10
21 Dimoslishing brickwork as per site reguirement

1.2 14.4
22 Dismantling tile 6
2 1.5
20.4

Wall tiles

4 6 0.9 21.6
PE and adajacent room
4 0.9

Control inside room 1 0.9 43.2

0.9 108
190.8

Floor tiles Control room 3 36

24
|hall area 2: 168
11 66

PE and adjacent room 60

Room at LV section 7 175
Toilet .8 2.7 7.56
512.56|

25 PCC at entry 1 15 0.15 18

18

10 1 0.15 1.5
26 RCC Footings
upto plinth level 10 1.2 0.3 0.3 1.08
2.58

RCC above plinth level for coloums wherever required 10 0.3 0.3 1.8
27
misc 10
11.8

0.15 48
Centering and shuttering |foundation/footing 2 160
2 21 0.2 8.4
56.4
 dousty09

Centering and shuttering in columns and pillars 10 1.2 24

30 Steel reinforcement 100kg/m3 1400

31 Precast 1 20 0.15|

32
Concertina fencing boundary 400

33
Dismantling aluminium partion/glazing/false celing 1 6 5 30
2.5 1.5
37.5

Dismantaling doors and win Wooden or iron 11

35 Rain water pipe

10

36 PVC bend
2

37 Rain water pipe clips

38 Aluminum doors and windows 2.! 1.5 7.5

For fixed 6 1 12.6
1 1.5 7.5
3 12
39.6
178.2

39 For shutter
weight @ 4kg/m2 158.4

40 |Aluminium handle

41 aluminium tower bolts 2

42 Glazing in aluminium door/window 27.6

43 Particle board in aluminium partition 12

44 Renewing glass panes 5 37.5

45 Flush door 4

46 MS sliding door bolts A

47 MS door handles

48 MS tower bolts

49 Urinal 3

1
western pan

51 wash basin complete

52 Orrisa pan

100
53 PVC pipe 25mm

100
15mm
54 PVC pipe
55 Stop cock 25mm 10|

56 Bib cock brass 5

57 ball valve 15 mm

58 ballvalve |25 m 2