ICDS YEAR 2026-27 Const. of Aganwadi Kendra in Various Villages of Ahwa Taluka Package No.11 Total 3 Nos. 1. Const. of Aganwadi Kendra Dhavlidod-3 at Village Dhavlidod 2. Const. of Aganwadi Kendra Samgahan-2 at Village Samgahan 3. Const. of Aganwadi Kendra Kadmad-1 (Chinchil) at Village Kadmad Ta. Ahwa Dist. Ahwa Dangs.

Name of Work:-ICDS YEAR 2026-27 Const. of Aganwadi Kendra in Various Villages of Ahwa Taluka Package

No.11 Total 3 Nos.[1]Const. of Aganwadi Kendra Dhavlidod-3 at Village Dhavlidod Ta. Ahwa Dist. Ahwa

Dangs.[2]Const. of Aganwadi Kendra Samgahan-2 at Village Samgahan Ta. Ahwa Dist. Ahwa Dangs.[3]Const.

of Aganwadi Kendra Kadmad-1 (Chinchil) at Village Kadmad Ta. Ahwa Dist. Ahwa Dangs.

: : 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 sorting 113.91 Cum. 275.33

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 21.33 Cum. 309.04

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 67.62 Cum. 137.48

plinth, slides of foundations etc. in layers not exceeding 20 cm

in depth consolidating each deposited layer by ramming and

4 Filling in foundation and plinth with murrum or selected soil in 37.17 Cum. 304.60

layers of 20cm thickness including watering ramming and

consolidating etc. complete

5 Providing and laying cement concrete 1:2:4 (1- Cement : 2- 32.46 Cum. 3824.11

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 cement concrete 1:1.50:3 (M-200) and 18.93 Cum. 4726.60

curing complete including the cost of form work but excluding

cost of reinforcement for reinforced concrete work in

Foundations, footings bases of columns and the like and Mass

concrete for Footing

7 Providing and laying cement concrete 1:1.5:3 (M 200) and 3.42 Cum. 8933.73

curing complete including the cost of form work but excluding

cost of reinforcement for reinforced concrete work for below

plinth columns.

8 Providing and laying cement concrete 1:1.5:3 (M-200) and 11.55 Cum. 6422.65

curing complete including the cost of form work but excluding

cost of reinforcement for reinforced concrete work for Ground

9 Brick work using common burnt clay building brick having 2.94 Cum. 4279.98

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 R.C.C. 10293.72 kg 77.29

work including bending binding and placing in position

complete for all floor.

11 Providing and laying cement concrete 1:1.5:3 (M 200) and 10.20 Cum. 9596.44

curing complete including the cost of form work but excluding

cost of reinforcement for reinforced concrete work for Column

in Goround Floor

12 Providing and laying cement concrete 1:1.5:3 (M 200) and 0.99 Cum. 9931.33

curing complete including the cost of form work but excluding

cost of reinforcement for reinforced concrete work for Column

13 Providing laying cement concrete 1:1.5:3 (M 200) and curing 11.01 Cum. 6980.67

complete including the cost of formwork but cost of form work

but excluding the cost of reinforcement of reinforced concrete

work in (C) Beams, Girders and Cantileve for Ground Floor

14 Providing and laying cement concrete 1:1.5:3 (M 200) and 0.63 Cum. 4578.86

curing complete including the cost of form work and excluding

the cost of reinforcement for reinforced concrete work in (c)

Lintel in Ground Floor

15 Providing and laying cement concrete 1:1.5:3 (M 200) and 17.25 Cum. 9852.42

curing complete including the cost of form work but excluding

cost of reinforcement for reinforced concrete work for Slab in

16 Brick work using common burnt clay building brick having 66.21 Cum. 4575.58

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 (

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

17 Half brick masonry in common brunt clay building bricks having 33.57 Sqmt 704.15

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) Conventional

18 Providing and laying Machine cut, Free edges, Machine 41.28 Sqmt 2454.91

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 : 6 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 door 17.46 Sqmt 2152.31

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 2,4,6 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 Colour 20.73 Sqmt 1583.96

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 1.29 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 to 405.54 kg 168.67

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 directed.

22 Providing 15mm thick cement plaster in single coat on Rough 516.12 Sqmt 176.10

(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 130.95 Sqmt 158.36

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 355.41 Sqmt 365.96

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.

25 P & L 24" x 24" vitrified 8 mm thick tile flooring over 20 mm 147.93 Sqmt 1123.52

(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 shade

26 Providing and laying white glazed tiles 6mm thick in skrting 92.07 Sqmt 1091.97

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

cement : 3-coarse sand) and jointed with white cement slurry

27 Providing and laying polished Kota stone slab flooring over 25.68 Sqmt 1019.39

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 terrace 147.90 Sqmt 779.70

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

29 (A) Providing and laying internal cement based water proofing 147.90 Sqmt 899.41

treatment including preparation of surface as required for

tretment of roofs, balconies, terrace,etc. consisting of following

(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

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

with proper water proofing compound confirming to IS :

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 300 mm

(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 355.41 Sqmt 122.14

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 647.04 Sqmt 91.17

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 roofs.

32 Providing & laying and jointing in true line and level 40 mm dia 45.00 rmt 447.72

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 dia 30.00 rmt 91.84

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 dia 54.00 rmt 72.65

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 type, 3.00 Nos. 4018.54

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 3.00 Nos. 1551.03

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

37 Providing and fixing screw down bib taps of following size.(B) 9.00 Nos. 186.83

Brass chromium plated screws down Bib Tap. (i) 15mm dia

38 providing and fixing cast iron(spun) nanhi trap of the following 6.00 Nos. 666.93

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 6.00 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 and 24.00 rmt 741.01

ventilating pipe of the following nominal size 75 mm dia.

41 providing and fixing cast iron spigot and socket soil waste and 30.00 rmt 892.39

ventilating pipe of the following nominal size 100 mm dia.

42 providing and fixing in position cowl vent to pipe (II) 100mm 6.00 Nos. 505.17

43 Providing and fixing G.I. Rain water spout of 50mm dia. and 7.20 rmt 101.91

44 Constructing brick masonry chamber for underground C.I. 3.00 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 1.5 3.00 Nos. 39068.82

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 of 3000.00 liter 3.95

required capacity each with all necessary fittings and

connection etc. complete on terrace

47 Providing and fixing post and pipe railing as per detailed 15.00 rmt 1214.44

drawing including 3 coats of painting to steel works complete.

48 Providing, Supplying and Fixing Precast Concrete Compound 300.30 Sqmt 1679.05

Wall inluding Exevation for Foundation, Foundation Concrete

all Labour and Carriage Charges Complate as directed by

49 Providing and Fixing SS 304 Foldable Checking bed having 3.00 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

50 Providing and Placing IT wood writing table having size 1.50 X 3.00 Nos. 15150.00

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

51 Providing and fixing Fabric cloth Curtain having length 1.8 mtr 20.25 rmt 858.50

for covering of checking area including using of alluminum

sliding channel etc complete as directed by Engineer incharge

52 Providing and Fixing of SS 304 Hanger for bag including using 60.00 Nos. 252.50

all necessary materials like SS rail, screw etc completed as

directed by Engineer Incharge.

53 Providing and Fixing pin cushion display board having size 1.20 3.00 Nos. 606.00

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.

54 Providing and fixing PVC modular kitchen cabinet consisting of 6.96 Sqmt 7575.00

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 Incharge.

55 Providing and fixing foldable MS ladder having 0.90mt wide & 145.80 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

56 Providing and fixing of hook of 10mm or 12mm dia including 3.00 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

57 Providing and fixing medical device & equipment standio meter 3.00 Nos. 1414.00

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.

58 Providing and supplying standard PVC (Polyvinyl chloride) 6.00 Nos. 1010.00

Chair with handle of approved design and make as directed by

Engineer incharge.

59 Providing and supplying standard PVC (Polyvinyl chloride) 6.00 Nos. 606.00

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

directed by Engineer incharge.

60 Providing & fixing ABC type fire extinguisher 4 kg ISI marked 3.00 Nos. 1515.00

61 Providing and supplying LED Screen including neccesary fiting 3.00 LS 15000.00

complate of approved make as directed by Engineer incharge.

62 Providing and supplying RO Machine including neccesary fiting 3.00 LS 8000.00

complate of approved make as directed by Engineer incharge.

63 Providing and supplying Additonal Building Work 3.00 LS 50000.00

(Utility Area, Additional Stoage in Main Hall and Store Room)

as directed by Engineer incharge.

64 Providing and supplying Additonal Building Work 3.00 LS 55000.00

(Utility Area, Additional Stoage in Main Hall and Store Room)

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