ICDS 2026-27 Const. of Anganwadi Kendra at Village Antapur-2 Ta. Dolvan Dist.Tapi.

Name of Work:-ICDS YEAR 2026-27 Const. of Aganwadi Kendra at Village Antapur-2 Ta. Dolvan Dist.Tapi.

: : BILL OF QUANTITY.' : :

Percentage Rate Tender

It. Description of Item (with brief Specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) Figures

1 Excavation for foundation upto 1.5 m depth including 37.97 Cum. 262.52

sorting out and stacking of useful materials and disposing

off the excavated stuff upto 50 Meter lead.(C) Hard Murrum

2 Excavation for foundation for depth from 1.5 m to 3.0 m 7.11 Cum. 291.09

including sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter lead. (D)

Soft rock not requiring Blasting

3 Filling available excavated earth (excluding rock in trenches 22.54 Cum. 133.65

plinth, slides of foundations etc. in layers not exceeding

cm in depth consolidating each deposited layer by ramming

4 Filling in foundation and plinth with murrum or selected soil 12.39 Cum. 296.29

in layers of 20cm thickness including watering ramming and

consolidating etc. complete

5 Providing and laying cement concrete 1:2:4 (1- Cement : 2- 10.82 Cum. 3786.47

Coarse sand : 4- graded stone aggregates 20 mm nominal

size) and curing complete excluding cost of formwork in (A)

Foundation and Plinth (more than 10 ton)

6 Providing and laying controlled cement concrete M.200 and 6.31 Cum. 4330.31

curing complete excluding the cost of formwork and

reinforcement for reinforced concrete work in (A)

Foundations, footings, Base of columns and Mass concrete.

(more than 10 ton)

7 Providing and laying controlled cement concrete M-200 and 1.14 Cum. 8792.43

curing complete including the cost of form work but

excluding cost of reinforcement for reinforced concrete

work for Column upto plinth level.

8 Providing and laying controlled cement concrete M.200 and 3.85 Cum. 6366.46

curing complete excluding the cost of formwork and

reinforcement for reinforced concrete work in (D) Columns,

Pillars posts and struts, upto floor two level. (more than

9 Brick work using common burnt clay building brick having 0.98 Cum. 4121.55

crushing strength not less than 35 kg/sq. cm. in foundation

and plinth in cement mortar 1:6 ( 1 Cement: 6 fine sand) (B)

10 Providng TMT bars renforcement of FE 500/500D for 3488.73 kg 77.29

R.C.C. work including bending binding and placing in

position complete for all floor.

11 Providing and laying controlled cement concrete M.200 and 3.40 Cum. 9446.48

curing complete excluding the cost of formwork and

reinforcement for reinforced concrete work in (D) Columns,

Pillars posts and struts, upto floor two level. (more than

12 Providing and laying controlled cement concrete M.200 and 0.33 Cum. 9867.64

curing complete excluding the cost of formwork and

reinforcement for reinforced concrete work in (D) Columns,

Pillars posts and struts, upto floor two level. (more than

13 Providing and laying controlled cement concrete M.200 and 3.67 Cum. 6898.20

curing complete excluding the cost of formwork and

reinforcement for reinforced concrete work in (C)

Slabs,landing,shelves,Balconies, Lintels, Beams, Girders

and Cantilever upto floor two level. (more than 10 ton)

14 Providing laying controlled cement concrete M 200 R.C.C 0.21 Cum. 9469.43

lintel including finishing smooth with,curing etc. complete

including the cost of formwork but excluding the cost of

15 Providing and laying controlled cement concrete M.200 and 5.75 Cum. 7090.76

curing complete excluding the cost of formwork and

reinforcement for reinforced concrete work in (C)

Slabs,landing,shelves,Balconies, Lintels, Beams, Girders

and Cantilever upto floor two level. (more than 10 ton)

16 Brick work using common burnt clay building brick having 22.07 Cum. 4403.40

crushing strength not less than 35 kg/sq. cm. in super

structure above plinth level up to floor two level in cement

mortar 1:6 ( 1 Cement: 6 fine sand) (B) Convention for G.F

17 Half brick masonry in common brunt clay building bricks 11.19 Sqmt 679.79

having crushing strength not less than 35 Kg/Sq.Cm. in

Cement mortar 1:3 ( 1-Cement : 3-coarse sand ) with 2 Nos

of 6mm Mild steel round bars after every three course

embedded in Cement Mortar in foundation and plinth (B)

18 Providing and laying Machine cut, Free edges, Machine 13.76 Sqmt 2506.92

polished Granite stone slab 18 mm thick Single Piece For

doors and Windows Cill and Jambs Cladding as per design

including Full moulded Round front edge and 1 cm nosing

and laid on 20 mm thick cement mortar 1:6 (1 cement :

coarse sand) and jointed with gray cement slurry including

rubbing and polishing etc. complete (As per R.A.)

19 Providing and fixing 35mm thick factory made moulded 5.82 Sqmt 2152.31

door shuter consisting of solid core single/two leaf flush

door of 30mm thickness, lipped with 15mm (5mm x 3) thick

x 30mm width on one stiles and top rail and 10mm (5mm x

2) thick x 30mm width on the other stiles and bottom rails.

The inner panel laminated with 2mm thick termite proof,

water proof and fire resistant moulded PVC sheet with

raised panel design in different plain and /or prelim colours

on one side after routing the moulded design on flush door

and 2mm plain and/or prelim PVC sheet on other side using

rubber adhesive on flush door and solvent cement adhesive

on the PVC liping etc. complete as per direction of Engineer

in charge, manufacture’s specification and drawing

20 Providing and fixing window having extruded aluminum 6.91 Sqmt 1583.95

Colour anodized section frame main outer size 95mm x

24mm x 1.17mm @ wt.of 0.738 Kg/mt , horizontal Three

track member size 92mm x 31.75mm x 1.30mm,@ Wt.1.07

Kg/mt , vertical member of size 92mm x 31.75mm x

1.50mm @ Wt. 1.06 Kg/mt with sliding shutters of

horizontal member size 40 mmx18mm x1.29mm @ wt.of

0.456 Kg/mt, vertical member of size 40mm x 18mm x

mm @ wt.of 0.456Kg/mt/ with 5 mm thick transparent

bronze colour tinted float glass with powder coated

aluminum fittings and fixtures and transparent silicon

sealant glass fixing to frame as per details etc

21 Providing & fixing M.S. grill / M.S. door of required pattern 142.06 kg 160.59

to wooden frames of windows/ brick masonry with

necessary M.S. angle, M.S. pipe, M.S. flats and other

structural steel at required spacing and frame alround

square or round bars with round headed bolts and nuts or

by screws (Plain Grills) Including primer coat of approved

quality and two coats of oil paintings etc. complete as

22 Providing 15mm thick cement plaster in single coat on 172.04 Sqmt 172.83

Rough (Similar)side of single or half brick walls for interior

plastering upto floor two level and finished even and

smooth in (ii) Cement mortar 1:4 (1-cement :4-sand)

23 Providing 10mm thick cement plaster in single coat on 43.65 Sqmt 144.79

brick/conceret wall for interior plastering finished even and

smooth (ii) cement mortar 1:3(1 cement:3 sand) and mala

trovel finished etc. complete.GF

24 20 mm thick sand faced cement plaster with on wall upto all 118.47 Sqmt 337.52

height above ground level consisting 12 mm thick backing

coat of c.m. 1:3 (1 cement : 3 sand ) and 8 mm thick

finishing coat of cm 1:1 (1 cement : 1 sand) etc.

complete.all height etc. complete.

25 P & L 24" x 24" vitrified 8 mm thick tile flooring over 20 mm 49.31 Sqmt 1059.83

(average) base of cement mortar 1:6 ( 1 cement: 6 coarse

sand) on new surface or fixing on existing flooring by

adhesive material including dismentaling of existing flooring

and jointed with color cement slurry including finised with

flush pointing & cleaning the surface etc. complete for light

26 Providing and laying white glazed tiles 6mm thick in skrting 30.69 Sqmt 922.88

risers of steps and dedo on 10mm thick cement plaster 1:3

(1-cement : 3-coarse sand) and jointed with white cement

27 Providing and laying polished Kota stone slab flooring over 10.52 Sqmt 1015.82

20mm (Average) thick base of cement mortar 1:6 (1-cement

: 6-coarse sand) or L.M. 1.1.5 (1-Lime putty :1.5 - coarse

sand) laid over and jointed with grey cement slurry mixed

with pigment to match the shade of slab including rubbing

and polishing etc. complete. (A) 25mm thick

28 Providing and laying broken chine mosaic flooring for 49.30 Sqmt 765.97

terrace using 12 mm to 20 mm broken pieces of glazed tiles

to be laid over cement mortar 1:3 to plain or slope and to be

tempered to bring mortar creme out upto surface using

white cement including rounding off junctions and extending

them upto 15 cm along the wall,clearing with water and

oxalic acid etc. as directed.

29 (A) Providing and laying internal cement based water 49.30 Sqmt 898.50

proofing treatment including preparation of surface as

required for tretment of roofs, balconies, terrace,etc.

consisting of following operations.

(a) Applying and grouting a slurry coat of neat cement using

2.75 kg/sqm of cement admixed with proprietary water

proofing compound conforming to IS : 3645 over the R.C.C.

slab including cleaning the surface before tretment.

(b) Laying cement concrete using brocken bricks/brickbats

25 mm to 100 mm size with 50% of cement mortar 1:5

admixed with proper water proofing compound confirming to

IS : 2645 over 20 mm thick layer of cement mortar of mix

1:5 admixed with proprietary water proofing compound

confirming to IS : 2645 to required slope and treting

simillary the adjoining walls up to 300 mm height including

of junction of walls and slabs.

(c) After two days of proper curing applying a second coat

of cement slurry admixed with proprietary water proofing

compound confirming to IS :

(d) Finishing the surface with 20 mm thick joinless cement

mortar of mix 1:4 admixed with proprietary water proofing

compound confirming to IS : 2645. and finally finishing the

surface with neat cement slurry and making of 300 x

(e) The whole terrace so finished shall be flooded with

water for a minimum period of two weeks for curring and for

final test. all above operations to be done in order and as

directed and specified by the Eng-in-charge.

30 Finishing wall with water proofing cement paint of on wall 118.47 Sqmt 117.40

surface ( Two coats) to give an approved brand

manufacture and of requred shape even shade after

throughtly brushing of loose powered materials.

31 Wall painting (two coats) with plastic emulsion paint of 215.69 Sqmt 86.92

approved brand and manufacture with on undecorated wall

surface to give an even shade including throughly brushing

the surface free from mortar droppings and other foreign

matter and sand papered smooth along ceilings and sloping

32 Providing & laying and jointing in true line and level 40 mm 20.00 rmt 447.72

dia UPVC pipe (SCH-40) line including fitting make or

equivalent as approved by engineer in charge the pipe

shole be fixed on wall with the hel of clam at every two mtr

center to center or shall be conseled as direct including

necessesary fitting etc including testing of pipe and jointes

and fixin the sam with adhesive solvent including cost of

matarial (A) 40 mm OD pipe

33 Providing & laying and jointing in true line and level 25 mm 15.00 rmt 91.84

dia UPVC pipe (SCH-40) line including fitting make or

equivalent as approved by engineer in charge the pipe

shole be fixed on wall with the hel of clam at every two mtr

center to center or shall be conseled as direct including

necessesary fitting etc including testing of pipe and jointes

and fixin the sam with adhesive solvent including cost of

matarial (A) 25 mm OD pipe

34 Providing & laying and jointing in true line and level 15 mm 15.00 rmt 72.65

dia UPVC pipe (SCH-40) line including fitting make or

equivalent as approved by engineer in charge the pipe

shole be fixed on wall with the hel of clam at every two mtr

center to center or shall be conseled as direct including

necessesary fitting etc including testing of pipe and jointes

and fixin the sam with adhesive solvent including cost of

matarial (A) 15 mm OD pipe

35 Providing and fixing wash down water closet (European 1.00 Nos. 3998.02

type, W.C. Pan) with integral P or S trap including jointing

the trap with soil pipe in Cement Mortar 1:1 (1-Cement : 1-

fine sand) inculding Providing and fixing plastic seat and

cover for wash down water closer with C.P. brass hinges

and rubber buffers. (B) Black plastic seal and cover

inculding of Providing and fixing 12.5 Litres low level

flushing cistern with a pair, of C.I. or Mild brackets,

complete with fittings such as lead valve less syphon,

15mm nom.nal size brass ball valve with polythene float,

C.P brass handle unions and couplings for connections,

with inlet, outlet and overflow pipes, 40mm dia. porcelain

enamelled flush bend including cutting holes in walls and

making good the same connecting the flush bend with

cistern and closet (overflow pipe to be measured and paid

for separately)(A) Vitreous China (I) In white colour . (A)

vitreous China Pattern :(i) in white colour

36 Providing and fixing washbasin with single hole for pillar tap 1.00 Nos. 1485.41

with C.I. or M.S. brackets painted white including sutting

holes and making good the Providing and fixing C.P. brass

waste for washbasin or sink. (A) 32mmdia.,Providing and

fixing pillar tap, capstan head, screw down high pressure

with screws, shanks and back nuts. (i) 15mm

dia.,Providing and fixing brass screw down stop tap.(A)

15mm dia..(A) Vitreous China:(ii) Flat Back washbasin

mm x v 400mm size. (i) In white colour.

37 Providing and fixing screw down bib taps of following 3.00 Nos. 186.83

size.(B) Brass chromium plated screws down Bib Tap. (i)

38 providing and fixing cast iron(spun) nanhi trap of the 2.00 Nos. 635.91

following nominal dia of self cleaning design with C L

screwed down of hinged grating including cost of cutting

and making good the walls floos 100 mm inlet and 50 mm

out let etc complete

39 Providing and fixing S.W. gully trap with C.I. grating brick 2.00 Nos. 1246.92

masonry chamber and water tight C.I. cover with frame of

300mm x 300mm size (inside) with standard weight.(i)

Square mouth traps.(B) 150mm x 100mm size P or R type

40 providing and fixing cast iron spigot and socket soil waste 8.00 rmt 741.01

and ventilating pipe of the following nominal size 75 mm

41 providing and fixing cast iron spigot and socket soil waste 10.00 rmt 892.39

and ventilating pipe of the following nominal size 100 mm

42 providing and fixing in position cowl vent to pipe (II) 100mm 2.00 Nos. 505.17

43 Providing and fixing G.I. Rain water spout of 50mm dia. and 2.40 rmt 101.91

44 Constructing brick masonry chamber for underground C.I. 1.00 Nos. 2932.93

Inspection chamber and bends with briocks having croshing

strength not less than 35Kg. Cm2 in C.M. 1:5 C.I. cover with

frame (Light duty) 455mm x 610mm intenal dimensions

total weight of cover with frame to be not less than 38Kg.

(Wt. of cover 23 Kg.) and Wt. of frame 15Kg. ) (R.C.C. top

slabe with 1:2:4 mix (1-cement :2- coarse sand :4-graded

stone aggregate 20mm size) foundation concrete 1:5:10

inside plaster 15mm thick with cement mortar 1:3 finished

smooth with a floating coat of neat cement on walls and bed

concrete etc. complete.(i) Inside dimensions 455mmx

610mm and 450mm deep for single pipe lin

45 Constion of Khar kuva of external dimentions 2.9 x 1.98 x 1.00 Nos. 37501.78

1.5 mt. depth with 1:3:6 PCC along with 0.23 mt thk.

brickwork, Top RCC Slab of 2.6 x 1.7 mt. along with 15 mm

plaster on inside faces with nacessary CI MH, Inlet outlet

arrengments, 2 nos of CI Inspection chamber & provideing

a soak pit of 5.0 cmt Volumn. The Soakpit shall be filled

with brick bats with dry masonary work upto top for 45 cm

and it should be coverd with Man Hole. The entire work is to

be executed according to the nstructions, given by the

Engineer Incharge.

46 Providing erecting and fixing double coated ISI water tank 1000.00 liter 3.95

of required capacity each with all necessary fittings and

connection etc. complete on terrace

47 Providing and fixing post and pipe railing as per detailed 9.00 rmt 1213.99

drawing including 3 coats of painting to steel works

48 Providing and Fixing SS 304 Foldable Checking bed having 1.00 Nos. 6060.00

size 1.50 X 0.60 X 0.75 mm including using of 25mm dia

pipe, SS 2mm thick, matter of 25.4 (1") of 40 density, cover

with regine cloth of approved quality etc completed as

directed by Engineer

49 Providing and Placing IT wood writing table having size 1.00 Nos. 15150.00

1.50 X 0.75 X 0.75 mt with one side drawer with using of

19mm thick WP wood, top cover with 1 mm thick wood type

Formica including using of all necessary material & labour

etc completed as directed by Engineer incharge

50 Providing and fixing Fabric cloth Curtain having length 1.8 6.75 rmt 858.50

mtr for covering of checking area including using of

alluminum sliding channel etc complete as directed by

Engineer incharge

51 Providing and Fixing of SS 304 Hanger for bag including 20.00 Nos. 252.50

using all necessary materials like SS rail, screw etc

completed as directed by Engineer Incharge.

52 Providing and Fixing pin cushion display board having size 1.00 Nos. 606.00

1.20 X 0.75 mt including using of alluminum section frame,

18mm thick WB plywood, nevy blue Cushion cloth pin etc

completed as directed by Engineer Incharge.

53 Providing and fixing PVC modular kitchen cabinet 2.32 Sqmt 7575.00

consisting of base and wall units, made from high quality

rigid PVC boards (minimum 15–18 mm thick), including

shutters, shelves, drawers, SS hinges, telescopic channels,

handles, magnetic locks, necessary fittings, cutting, fixing,

complete as per design and direction ofby Engineer

54 Providing and fixing foldable MS ladder having 0.90mt wide 48.60 kg 110.76

& 3.60mt long including rod hinge arrangment at middle

with ladder including one coat of red oxide & two coats of oil

paint etc completed as directed by Engineer incharge

55 Providing and fixing of hook of 10mm or 12mm dia including 1.00 Nos. 303.00

drilling hole, fixing of male- female thrade fastner sealing

the same with appoxy compound, finishing the same etc

complete as directed by Engineer incharge

56 Providing and fixing medical device & equipment standio 1.00 Nos. 1414.00

meter height measuring scale 2.10mt long including fixing

in wall with using of all heavy SS screw, rail etc complete as

directed by Engineer incharge.

57 Providing and supplying standard PVC (Polyvinyl chloride) 2.00 Nos. 1010.00

Chair with handle of approved design and make as directed

by Engineer incharge.

58 Providing and supplying standard PVC (Polyvinyl chloride) 2.00 Nos. 606.00

Stool having size 3.75 X 0.60 X 0.45mtr of approved make

as directed by Engineer incharge.

59 Providing & fixing ABC type fire extinguisher 4 kg ISI 1.00 Nos. 1515.00

60 Providing and supplying Additonal Building Work (Utility 1.00 LS 75000.00

Area, Additional Stoage in Main Hall and Store Room+

Additional Exterier Development (Outer Graphics Paintings)

as directed by Engineer incharge.

I / Weam / are willing to carryout the work at…………………. % above/ below percent (Should Be written in figures

and words) of the estimated rate mentioned above Amount of my / our tender works out as under.

*Estimated amount put to tender *Estimated amount put to tender

Deduct ……. % below Rs…………………… Add ………........% Above

*( please strike out whichever is not applicable)

1 The Contractor shall exhibition board with detailed specification and details of works directed by the Engineer

– In – Charge for which no extra payment shall bemade.

2 The labourcess will be deducted as per prevailing rules i.e. 1% of the work done.

3 GST and Income tax TDS will be deducted at a source while making payments of bills.

4 In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt G.R.: PRC-

10/2017 Cement Consumption/16/C Date: 11/05/2017 as stated in S.O.R. therefore in R.C.C. items where

the reisa change as per actual mix design the cost of difference of cement consumption have been deducted

from the rate of original item at the rate of input rate mentioned in all the tender.

Executive Engineer

Signature of the contractor Panchayat (R & B) Division