Construction of New Gram Panchayat Building at Waghai . Tal. Waghai. Dist.Dang

Name of Work:- CP 2026 Construction of New Gram Panchayat Building at Waghai . 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 41.90 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 16.80 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 47.50 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 41.20 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- 2.80 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 7.70 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 1.40 Cum. 9310.18

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 5.20 Cum. 6593.28

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 2.80 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 8.20 Cum. 4743.97

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 3.20 Cum. 9079.90

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 3.20 Cum. 9121.31

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 1.20 Cum. 9162.72

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 4.20 Cum. 7212.41

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 1.40 Cum. 7253.82

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 laying cement concrete 1:1.5:3 (M 200) and curing 0.90 Cum. 7295.23

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

17 Providing and laying cement concrete 1:1.5:3 (M 200) and 0.60 Cum. 8952.63

curing complete including the cost of form work and

excluding the cost of reinforcement for reinforced concrete

work in (c) Lintel in Ground Floor

18 Providing and laying cement concrete 1:1.5:3 (M 200) and 0.60 Cum. 8994.05

curing complete including the cost of form work and

excluding the cost of reinforcement for reinforced concrete

work in (c) Lintel in First Floor

19 Providing and laying cement concrete 1:1.5:3 (M 200) and 0.50 Cum. 10410.08

curing complete including the cost of form work and

excluding the cost of reinforcement for reinforced concrete

work in (c) Chajja in Ground Floor

20 Providing and laying cement concrete 1:1.5:3 (M 200) and 0.50 Cum. 10451.48

curing complete including the cost of form work and

excluding the cost of reinforcement for reinforced concrete

work in (c) Chajja in First Floor

21 Providing and laying cement concrete 1:1.5:3 (M 200) and 7.90 Cum. 9705.09

curing complete including the cost of form work but

excluding cost of reinforcement for reinforced concrete work

for Slab in Ground Floor

22 Providing and laying cement concrete 1:1.5:3 (M 200) and 7.90 Cum. 9746.50

curing complete including the cost of form work but

excluding cost of reinforcement for reinforced concrete work

for Slab in First Floor

23 Providing and laying cement concrete 1:1.5:3 (M 200) and 1.40 Cum. 9787.91

curing complete including the cost of form work but

excluding cost of reinforcement for reinforced concrete work

for Slab in First Floor

24 Providing and laying cement concrete 1:1.5:3 (M 200) and 2.00 Cum. 7683.07

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

25 Providing and laying cement concrete 1:1.5:3 (M 200) and 2.00 Cum. 7724.48

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

26 Providng TMT bars renforcement of FE 500 / 500D for 6509.50 kg 77.29

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

position complete for all floor.

27 Brick work using hydraulically pressed common burnt clay 17.70 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

28 Brick work using hydraulically pressed common burnt clay 15.60 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

29 Brick work using hydraulically pressed common burnt clay 9.00 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

30 Half brick masonary in hydraulically pressed common burnt 35.20 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)

31 Half brick masonary in hydraulically pressed common burnt 63.70 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)

32 Providing and laying Machine cut, Free edges, Machine 45.90 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

33 Providing and fixing 35 mm thick shutters for Doors, 5.70 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.

34 Providing and fixing FRP frame size 125x65 mm and 35mm 23.40 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.

35 Providing and fixing window having extruded aluminum 23.40 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.

36 Providing and fixing standared extruded of alluminium 1.50 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

37 Providing and fixing M.S. grills of required pattern to Wooden 496.40 kg 119.89

frames of windows etc. with M.S. flats at required spacings

and frame alround, square or round bars with round headed

bolts and nuts or by screws (A) Plain Grill.

38 Providing 15mm thick cement plaster in single coat on 553.20 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

39 Providing 20 mm thick double coat mala cement plaster on 327.60 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.

40 P & L 24" x 24" vitrified 8 mm thick tile flooring over 20 mm 119.80 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 DARK

41 P & L 24" x 24" vitrified 8 mm thick tile flooring over 20 mm 8.30 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

42 Providing and laying Ceramic tiles 6mm thick (vitrified 8 mm 88.67 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

43 Providing and laying polished kota stone slab 25mm thick in 25.00 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.

44 Providing and laying water proofing treatment with broken 72.30 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.

45 Providing & laying and jointing in true line and level 40 mm 18.00 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

46 Providing & laying and jointing in true line and level 25 mm 12.00 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

47 Providing & laying and jointing in true line and level 15 mm 20.00 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

48 Providing and fixing Wash down Water closet European type 3.00 Nos 4670.44

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

49 Providing and fixing wash basin with single hole for piller tap 4.00 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

50 Providing and fixing Kitchen sink with C.I. or M.S. brackets, 1.00 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

51 Providing and fixing screw down bib taps of following size of 7.00 Nos 186.83

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

52 providing and fixing SWR nanhi trap of the following nominal 4.00 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

53 Providing and fixing S.W. gully trap with C.I. grating brick 1.00 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

54 Providing and fixing brass screw down stop tap.(C) 25mm 10.00 Nos 220.82

55 Providing and fixing UPVC spigot and socket soil, waste and 4.00 rmt 741.01

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

56 Providing and fixing UPVC spigot and socket soil, waste and 4.00 rmt 892.39

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

57 Providing and fixing to wall ceiling and floor 10.0 Kg. F/Cm2 20.00 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

58 Providing and fixing to wall ceiling and floor 10.0 Kg. F/Cm2 15.00 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

59 Constructing brick masonry chamber for underground C.I. 1.00 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.

60 providing and fixing in position cowl vent to pipe (II) 100mm 4.00 Nos 505.17

61 Providing and fixing G.I. Rain water spout of 50mm dia. and 26.80 rmt 101.91

62 Wall painting (two coats) with plastic emulsion paint of 553.20 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.

63 Finishing wall with weather proof exterior emulsion paint on 327.60 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

64 painting two cosat (including priming coats) on new steel 29.80 sqmt 135.28

and other metal surfece with enamel paint,brushing interior

to give an even shade including cleaning the surfece of all

dirt,dust and other foreign matter.

65 Constructing Brick masonry road gully chamber 500mm x 2.00 Nos 2017.19

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

grating wih frame complete.

66 Constructing brick masonry chamber for underground 1.00 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 or

67 Providing erecting and fixing double coated Syntex PVC. 2000.00 Liter 3.95

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

fittings and connection etc. complete on terrace.

68 Providing & fixing parking shed using M.S. Pipe of 75 mm 20.40 sqmt 2046.26

diameter in required shape and design including bending of

pipe and 6 mm thick Lexan Polycarbonate Multi Wall Roofing

sheet including one coat of primer and two coats of oil

painting complete as directed.

69 Supplying and installing of Co2 type fire extinguished of 4.50 3.00 Nos 5575.20

kg ISI brand as approved by engineer in charge etc

70 Supplying and installing of Dry chemical powder (DCP) type 3.00 Nos 2613.88

9.0 Kg. cylinder of ISI brand as approved by engineer in

charge etc complete.

71 Providing ABC dry powder type fire extinguishers of 2.00 Nos 2272.50

4kg/Capacity with lSI mark etc as directed.

72 Providing carbon dioxide type fire ext 2Kg capacity with lSI 2.00 Nos 5050.00

mark etc as directed.

73 Box cutting the road surface to proper slope and camber for 45.00 Cum. 112.02

making a base for road work including removing the

excavated stuff and depositing on the road side slope as

directed upto 50Mt.lead.

74 Construction of granular sub-base Grading-I by providing 28.00 Cum. 658.52

coarse graded B.T. machine crushed material satisfying

MOST specification of grading I including spreading in

uniform layers with motor grader on prepared surface,

mixing by mix in place method with rotavator at OMC, and

compacting with vibratory roller to achieve the desired

density, etc complete.

75 Providing and laying cement concrete 1:4:8 ( 1 Cement : 4 17.00 Cum. 2754.51

coarse sand : 8 BT.M.C aggregates 40mm nominal size)

and curring complete excluding cost of form work in. ( A )

Foudation and plinth

76 Providing and fixing pre-cast Rubber Dye inter locking 224.00 sqmt 707.55

concrete block 60mm thick with grade of concrete M250

pnumatic compressed by mechanically pressed and as per

approved design including 75mm Sand layer for levelling

and filling the joint with sand in proper line and level etc

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