CP 2026 Const. of GRAM Panchayat Building in Various Villages of Waghai taluka Dist Ahawa Dangs. 1. Construction of New Gram Panchayat Building At.Dokpatal Tal. Waghai Dist.Dang. 2. Construction of New Gram Panchayat Building At. Khatal Tal. Waghai Dist.Dang 3. Construction of New Gram Panchayat Building At. Dholpatal Tal. Waghai Dist.Dang.

Name of Work:- CP 2026 Const. of GRAM Panchayat Building in Various Villages of Waghai taluka Dist Ahawa

Dangs.[1]Construction of New Gram Panchayat Building At.Dokpatal Tal. Waghai Dist.Dang.[2]Construction of New

Gram Panchayat Building At. Khatal Tal. Waghai Dist.Dang[3]Construction of New Gram Panchayat Building

At.Sarvar Tal. Waghai Dist.Dang

: : BILL OF QUANTITY.' : :

Percentage Rate Tender

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

Quantity Unit Amount

No. to book of specifications) Figures

1 Excavation for foundation upto 1.5 M depth including sorting 128.70 Cum. 125.86

out and stacking of useful materials and disposing of the

excavated stuff upto 50 M lead (A) Loose or Soft Soil

2 Excavation for foundation for depth from 1.5 m to 3.0 m 42.90 Cum. 139.54

including sorting out and stacking of useful materials and

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

Loose or soft soil

3 Filling available excavated earth (excluding rock in trenches 133.20 Cum. 137.47

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 107.70 Cum. 304.60

in layers of 20cm thickness including watering ramming and

consolidating etc. complete

5 Providing and laying cement concrete 1:2:4 (M-150) ( 1- 12.90 Cum. 4112.90

cement: 2- Course sand: 4- graded stone aggregates 20 m,

nominal size ) and curing complate excluding cost of

reinforcement for reinforced concrete work in (A)

Foundations, footings bases of columns and the like and

6 Providing and laying cement concrete 1:1:2 (M-250) and 23.70 Cum. 4904.56

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 1:1:2 (M-250) and 3.90 Cum. 9161.71

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 below plinth columns.

8 Providing and laying cement concrete 1:1:2 (M-250) and 14.10 Cum. 6505.41

curing complete including the cost of form work but

excluding cost of reinforcement for reinforced concrete

work for Ground Beam.

9 Brick work using common burnt clay building brick having 7.50 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 Providing and laying Cement Concrete 1:1.50:3 (M 200) and 21.30 Cum. 4752.05

curing complete Including the cost of formwork But

Excluding the cost of reinforcement for reinforced concrete

work in R.C.C. Plinth Slab.

11 Providing and laying cement concrete 1:1.5:3 (M 200) and 9.60 Cum. 9187.97

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 8.70 Cum. 9229.37

curing complete including the cost of form work but

excluding cost of reinforcement for reinforced concrete

work for Column in First Floor

13 Providing and laying cement concrete 1:1.5:3 (M 200) and 1.50 Cum. 9270.80

curing complete including the cost of form work but

excluding cost of reinforcement for reinforced concrete

work for Column in Terrace Floor

14 Providing laying cement concrete 1:1.5:3 (M 200) and curing 8.70 Cum. 6948.80

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

15 Providing laying cement concrete 1:1.5:3 (M 200) and curing 4.50 Cum. 6990.21

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 First

16 Providing and laying cement concrete 1:1.5:3 (M 200) and 1.50 Cum. 8941.54

curing complete including the cost of form work and

excluding the cost of reinforcement for reinforced concrete

work in (c) Lintel in Ground Floor

17 Providing and laying cement concrete 1:1.5:3 (M 200) and 1.80 Cum. 8982.93

curing complete including the cost of form work and

excluding the cost of reinforcement for reinforced concrete

work in (c) Lintel in First Floor

18 Providing and laying cement concrete 1:1.5:3 (M 200) and 1.20 Cum. 10484.80

curing complete including the cost of form work and

excluding the cost of reinforcement for reinforced concrete

work in (c) Chajja in Ground Floor

19 Providing and laying cement concrete 1:1.5:3 (M 200) and 1.20 Cum. 10526.23

curing complete including the cost of form work and

excluding the cost of reinforcement for reinforced concrete

work in (c) Chajja in First Floor

20 Providing and laying cement concrete 1:1.5:3 (M 200) and 22.50 Cum. 9704.08

curing complete including the cost of form work but

excluding cost of reinforcement for reinforced concrete work

for Slab in Ground Floor

21 Providing and laying cement concrete 1:1.5:3 (M 200) and 22.50 Cum. 9745.49

curing complete including the cost of form work but

excluding cost of reinforcement for reinforced concrete work

for Slab in First Floor

22 Providing and laying cement concrete 1:1.5:3 (M 200) and 7.80 Cum. 7677.01

curing complete including the cost of formwork but excluding

the cost of reinforcement for reinforced concrete work in

R.C.C. Stair Cases for Ground Floor

23 Providng TMT bars renforcement of FE 500 / 500D for 16420.50 kg 77.29

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

position complete for all floor.

24 Brick work using hydraulically pressed common burnt clay 54.00 Cum. 4575.57

building brick having crushing strength not less than

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

25 Brick work using hydraulically pressed common burnt clay 59.70 Cum. 4618.35

building brick having crushing strength not less than

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 F.F

26 Brick work using hydraulically pressed common burnt clay 9.60 Cum. 4661.12

building brick having crushing strength not less than

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 S.F

27 Half brick masonary in hydraulically pressed common burnt 133.50 sqmt 761.30

clay building bricks having crushing strenght not less than

less than 35 kg/sq. cm. in cement Mortar 1:3 ( 1 Cement :

coarse sand) in superstructure above plinth level up to floor

two level Conventional (GF)

28 Half brick masonary in hydraulically pressed common burnt 42.30 sqmt 767.70

clay building bricks having crushing strenght not less than

less than 35 kg/sq. cm. in cement Mortar 1:3 ( 1 Cement :

coarse sand) in superstructure above plinth level up to floor

two level Conventional (FF)

29 Providing and laying Machine cut, Free edges, Machine 73.80 sqmt 2333.71

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

30 Providing and fixing 35 mm thick shutters for Doors, 46.80 sqmt 5338.30

windows and clerestory windows including Indian teak wood

frames 10 cm x 7 cm. size including black enamelled iron

oxidixed fixtures and fastenings including primer coat of

approved quality and two coats of oil painting etc, complete.

(ii) Fully Panelled.

31 Providing and fixing FRP frame size 125x65 mm and 35mm 14.40 sqmt 2019.98

thick FRP shutter with wood grain raised panneled design

finish shutter having extra reinforcement on sides & edges

in Gel coat finish. The core of the shutter & frame is to be

filed up with injected polyurethene foam done in situ

alongwith embedded wooden pieces for stiffening & also

taking hinges & fintures. The whole FRP frame & shutter is

to be water proof weather proof, termite proof & resistance

to mild acid/alkali. Rates are to be inclusive of S.S hinges

with fastener sleeve & alluminium fixtures & fastenings.

32 Providing and fixing window having extruded aluminum 44.10 sqmt 1583.95

Colour anodized section frame main outer size 95mm x

24mm x 1.17mm (of Jindal Section no:2459 @ wt.of

Kg/mt), horizontal Three track member size 92mm x

31.75mm x 1.30mm (of Jindal Section no:8688,@ Wt.1.07

Kg/mt), vertical member of size 92mm x 31.75mm x 1.50mm

(of Jindal Section no:8933,@ Wt. 1.06 Kg/mt) with sliding

shutters of horizontal member size 40 mmx18mm x1.29mm

(of Jindal Section no:8947@ wt.of 0.456 Kg/mt), vertical

member of size 40mm x 18mm x 1.29 mm (of Jindal Section

no:8949 @ 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.

33 Providing and fixing standared extruded of alluminium 3.30 sqmt 1175.56

section of size 63mm x 38.10mm x 1.2mm (Jindal Section

:2434, @ Wt. 0.643 Kg/mt) with colour Powder Coated

alluminium frame for ventilation with 5 mm thick frosted

glass as details etc complete for Ventilation

34 Providing 15mm thick cement plaster in single coat on 1308.00 sqmt 239.93

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) and Extra add

for finishing with a floating coat of neat cement slurry with all

35 Providing 20 mm thick double coat mala cement plaster on 586.80 sqmt 290.72

brick / concrete work for plastering comprising of base coat

of 12 mm thick cement plaster in cement mortar (1 Cement :

4 coarse sand) in rough finishing and 8 mm thick top coat of

cement mortar 1:2 (1 Cement : 2 Coarse sand) finished with

trovel including scaffolding curing etc. complete.

36 P & L 24" x 24" vitrified 8 mm thick tile flooring over 20 mm 301.80 sqmt 1195.34

(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

37 P & L 24" x 24" vitrified 8 mm thick tile flooring over 20 mm 21.00 sqmt 1472.91

(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

38 Providing and laying Ceramic tiles 6mm thick (vitrified 8 mm 69.33 sqmt 1091.96

thick tile) in skrting risers of steps and dedo on 10mm thick

cement plaster 1:3 (1-cement : 3-coarse sand) and jointed

with white cement slurry

39 Providing and laying polished kota stone slab 25mm thick in 42.00 sqmt 1173.09

risers of steps,skirting Dedo and pillars laid on 10mm thick

cement mortar 1:3 (1-Cement : 3 coarse sand) and jointed

with gray cement slury mixed with pigment to match the

shade of slab including rubbing and polishing etc. complete.

40 Providing and laying water proofing treatment with broken 189.60 sqmt 1178.27

china mosaic flooring by conventional method including

cleaning the slab surface by wire brush as directed including

provding first layer of C.M. 1 :4 of 40 mm thickness mixed

with water proofing compound at rate prescribed by

manufacturer, including putting of brick bats of average

thickness 40 mm Well immerssed in water laid uniformly on

first layer of mortar including applying cement slurry @ rate

of 0.08 bag/sqm. on fixed layer of brick bats including

maintaining necessary slope, in second layer 40 mm thick

C.M 1 :4 mixed with water proofmg compound as directed,

including fmishing smooth with cement slurry as directed

complete.and using 12 mm to 20 mm broken pieces of

Glazed tiles to be paid over cement mortar 1:3 to plain or

slope and to be tempered to bring mortar creme out up to

surface using white cement including rounding offjunctions

and extending them up to 15 cm along the wall, clearing with

water and oxalic acid etc. as directed.

41 Providing & laying and jointing in true line and level 40 mm 39.00 rmt 148.12

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

42 Providing & laying and jointing in true line and level 25 mm 24.00 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

43 Providing & laying and jointing in true line and level 15 mm 30.00 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

44 Providing and fixing Wash down Water closet European 6.00 Nos 4670.44

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 find

sand) (A)Viterous china pattern - I (i)in white colour With

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 value less syphon 15 mm nominal size brass ball valve

with polythene float C.P. brass handle unions and couplings

for connection with inlet, outlet and overflow pipes. 40 mm

dia porcelain enamelled flush bend including cutting holes in

walls and making good the same conecting the flush bend

with cistren and closed Providing and fixing plastic seat and

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

and rubber buffersProviding and fixing toilet paper holder(A)

C.P. brass.Providing and fixing screw down bib taps of

follwing size(B) Brass chromium plated screw down bib

tap(i) 15 mm dia

45 Providing and fixing wash basin with single hole for piller tap 6.00 Nos 1551.03

with C.L. or M.S. brackets painted white including cutting

holes and making good the same including piller tap brass

waste, stopckok and MI fisher union fitting waste pipe:(ii) flat

back wash basin 500mm x 400mm size including all

nesessary fitiings

46 Providing and fixing Kitchen sink with C.I. or M.S. brackets, 3.00 Nos 2326.66

painted white including cutting holes in walls and making

good the same but excluding fittings. (C) Vitreous China

Sink.(i) 600mm x 450mm x 150mm size

47 Providing and fixing screw down bib taps of following size of 12.00 Nos 186.83

jaquar brand product as approved by engineer in charge (I)

48 providing and fixing SWR nanhi trap of the following nominal 6.00 Nos 666.92

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

49 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

50 Providing and fixing brass screw down stop tap.(C) 25mm 12.00 Nos 220.82

51 Providing and fixing UPVC spigot and socket soil, waste and 6.00 rmt 741.01

ventilating pipes of the following nominal size. (B) 75mm dia.

52 Providing and fixing UPVC spigot and socket soil, waste and 6.00 rmt 892.39

ventilating pipes of the following nominal size. (B) 100mm

53 Providing and fixing to wall ceiling and floor 10.0 Kg. F/Cm2 39.00 rmt 339.05

working pressure poluthene pipes of the following outside

Dia. Low densidy, complete with special falnge compression

type fittings, wall clipsetc. including making good the wall

ceiling and floor.(G)110 mm

54 Providing and fixing to wall ceiling and floor 10.0 Kg. F/Cm2 24.00 rmt 280.23

working pressure polythene pipes of the following outside

Dia. Low densidy, complete with special falnge compression

type fittings, wall clipsetc. including making good the wall

ceiling and floor.(F) 75mm

55 Constructing brick masonry chamber for underground C.I. 3.00 Nos 3660.76

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.(ii) Inside dimensions 500mm x

mm and 450mm deep for pipe line with one or two inlets.

56 providing and fixing in position cowl vent to pipe (II) 100mm 9.00 Nos 505.17

57 Providing and fixing G.I. Rain water spout of 50mm dia. and 78.48 rmt 101.91

58 Wall painting (two coats) with plastic emulsion paint of 1308.00 sqmt 85.35

approved brand and manufacture 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.

59 Finishing wall with weather proof exterior emulsion paint on 586.80 sqmt 122.14

wall surface (two coats) to give an required shape even

shade after thoroughly brushing the surface to remove all

dirt, and remains of loose powdered materials.etc complete

60 Constructing Brick masonry road gully chamber 500mm x 6.00 Nos 2017.19

450mm x 600mm including 500mm x 450mm C.I. horizontal

grating wih frame complete.

61 Constructing brick masonry chamber for underground 3.00 Nos 53558.28

chamber (Kharkuva) with bricks having croshing strength

not less than 35Kg. Cm2 in C.M. 1:5 with (R.C.C. top slab

with 1:2:4 mix including Beams (1-cement : 2- coarse sand :

4-graded stone aggregate 20mm size) foundation concrete

1 : 4 : 8 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.(ii) Inside dimensions

mt. dia x 1.25 mt deep = 5.00 Cu.mt. for pipe line with one

62 Providing erecting and fixing double coated Syntex PVC. 3000.00 Liter 3.95

(ISI) water tank of required capacity each with all necessary

fittings and connection etc. complete on terrace.

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

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-

Deputy Executive Engineer Executive Engineer

Panchayat ( R & B) Sub Division Panchayat (R & B) Division

Signature of the contractor