CDP-5 Year 2025-26 Package No. ( 02 Building ) (1) Construction of Gram Panchayat Bhavan @ Village Sara Ta, Vansda Dist.Navsari. (2) Construction of Gram Panchayat Bhavan @ Village Unai Ta, Vansda Dist.Navsari

Name of Work:- CDP -5 Year 2025-26 Package No. 64 Construction of Gram Panchayat Bhavan @ Village Unai Ta, Vansda

Dist.Navsari.Construction of Gram Panchayat Bhavan @ Village Sara Ta, Vansda Dist.Navsari.

: : 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 109.94 Cum. 261.82

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 39.48 Cum. 292.87

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 90.96 Cum. 133.65

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 120.43 Cum. 296.29

layers of 20cm thickness including watering ramming and

consolidating etc. complete

5 Providing and laying cement concrete work 1:2:4 (M-150) (1- 4.20 Cum. 3989.04

Cement : 2- Coarse sand : 4- graded stone aggregates 20 mm

nominal size) and curing complete excluding cost of formwork

and reinforcement for reinforced concrete work in (A)

Foundations, footings, Base or columns and Mass concrete.

Foundation and Plinth (more than 10 ton)

6 Providing and laying cement concrete 1:1:2 (M-250) and curing 7.70 Cum. 4763.16

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

7 Providing and laying cement concrete 1:1:2 (M-250) and curing 2.00 Cum. 8818.31

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 curing 5.20 Cum. 6361.99

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 21.21 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 Providing and laying Cement Concrete 1:1.5:3 (M 200) and 8.20 Cum. 4607.62

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 7.52 Cum. 8370.77

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 8.33 Cum. 8406.13

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. 8815.28

curing complete including the cost of form work but excluding

cost of reinforcement for reinforced concrete work for

Column in Second Floor

14 Providing laying cement concrete 1:1.5:3 (M 200) and curing 8.80 Cum. 6682.32

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

15 Providing laying cement concrete 1:1.5:3 (M 200) and curing 6.00 Cum. 6743.66

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 Floor

16 Providing laying cement concrete 1:1.5:3 (M 200) and curing 0.90 Cum. 7022.53

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 Second Floor

17 Providing and laying cement concrete 1:1.5:3 (M 200) and 1.07 Cum. 9005.99

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 1.07 Cum. 9046.45

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. 10004.06

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. 10044.46

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 16.42 Cum. 8237.30

curing complete including the cost of form work but excluding

cost of reinforcement for reinforced concrete work for Slab in

22 Providing and laying cement concrete 1:1.5:3 (M 200) and 15.64 Cum. 8340.68

curing complete including the cost of form work but excluding

cost of reinforcement for reinforced concrete work for Slab in

23 Providing and laying cement concrete 1:1.5:3 (M 200) and 1.50 Cum. 9570.76

curing complete including the cost of form work but excluding

cost of reinforcement for reinforced concrete work for Slab in

24 Providing and laying cement concrete 1:1.5:3 (M 200) and 2.00 Cum. 7367.95

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 3.14 Cum. 7504.54

curing complete including the cost of formwork but excluding

the cost of reinforcement for reinforced concrete work in

R.C.C. Stair Cases for First Floor

26 Providng TMT bars renforcement of FE 500 / 500D for R.C.C. 13329.91 Kg 77.29

work including bending binding and placing in position

complete for all floor.

27 Brick work using hydraulically pressed common burnt clay 38.61 Cum. 4403.40

building brick having 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

28 Brick work using hydraulically pressed common burnt clay 38.69 Cum. 4576.39

building brick having 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

29 Brick work using hydraulically pressed common burnt clay 9.60 Cum. 4485.77

building brick having 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

30 Half brick masonary in hydraulically pressed common burnt 73.78 Sqmt 709.64

clay building bricks having crushing strenght not less than less

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

sand) in superstructure above plinth level up to floor two level

Conventional (GF)

31 Half brick masonary in hydraulically pressed common burnt 90.62 Sqmt 739.17

clay building bricks having crushing strenght not less than 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 superstructure

above plinth level up to floor two level Conventional (FF)

32 Providing and laying Machine cut, Free edges, Machine 95.47 Sqmt 2354.76

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.)

33 Providing and fixing 35 mm thick shutters for Doors, windows 5.70 Sqmt 5338.30

and clerestory windows including Indian teak wood frames

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 47.45 Sqmt 1583.95

Colour anodized section frame main outer size 95mm x 24mm

x 1.17mm (of Jindal Section no:2459 @ wt.of 0.738 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

36 Providing and fixing standared extruded of alluminium section 1.50 Sqmt 1175.56

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 943.49 Kg 115.53

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 Rough 599.00 Sqmt 225.50

(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 lead

39 Providing 20 mm thick double coat mala cement plaster on 373.40 Sqmt 279.29

interior 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 244.63 Sqmt 1053.32

(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 shade.

41 P & L 24" x 24" vitrified 8 mm thick tile flooring over 20 mm 8.30 Sqmt 1432.78

(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 antiskit.

42 Providing and laying Ceramic tiles 6mm thick (vitrified 8 mm 158.94 Sqmt 972.58

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 57.17 Sqmt 1054.73

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 1163.62

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 dia 33.00 Rmt 284.31

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 dia 32.00 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

47 Providing & laying and jointing in true line and level 15 mm dia 40.00 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

48 Providing and fixing Wash down Water closet European type 3.00 Nos 4642.16

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

49 Providing and fixing wash basin with single hole for piller tap 6.00 Nos 1456.06

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

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 18.00 Nos 186.83

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

52 providing and fixing SWR nanhi trap of the following nominal 10.00 Nos 602.97

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 3.00 Nos 1277.11

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 dia. 10.00 Nos 220.82

55 Providing and fixing UPVC spigot and socket soil, waste and 24.00 Rmt 741.01

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

56 Providing and fixing UPVC spigot and socket soil, waste and 24.00 Rmt 892.39

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

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 700 mm and 450mm

deep for pipe line with one or two inlets.

60 providing and fixing in position cowl vent to pipe (II) 100mm 8.00 Nos 505.18

61 Providing and fixing G.I. Rain water spout of 50mm dia. and 33.60 Rmt 101.91

62 Wall painting (two coats) with plastic emulsion paint of 1163.71 Sqmt 83.74

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 688.55 Sqmt 117.40

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 and 30.30 Sqmt 128.49

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 52223.06

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 :

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 2.00 mt. dia x

1.25 mt deep = 5.00 Cu.mt. for pipe line with one or two inlets.

67 Providing erecting and fixing double coated Syntex PVC. (ISI) 3000.00 Liter 3.95

water tank of required capacity each with all necessary fittings

and connection etc. complete on terrace.

68 Providing and laying cement concrete 1:2:4 (1- Cement : 2- 4.79 Cum. 3713.67

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)

68 Providing and laying controlled cement concrete M.200 and 10.74 Cum. 4309.17

curing complete including the cost of formwork but excluding

reinforcement for reinforced concrete work in (A)

Foundations, footings, Base of columns and Mass concrete.

69 Providing and laying controlled cement concrete M-200 and 2.66 Cum. 8070.48

curing complete including the cost of form work but excluding

cost of reinforcement for reinforced concrete work for

Column upto plinth level.

70 Providing and laying controlled cement concrete M.200 and 6.88 Cum. 5882.11

curing complete including the cost of formwork but excluding

reinforcement for reinforced concrete work in (D) Columns,

Pillars posts and struts, upto floor two level. (more than 10 ton

71 Providing and laying cement concrete 1:2:4 (1- Cement : 2- 9.14 Cum. 4083.72

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)

72 Providing and fixing 35mm thick factory made moulded door 29.55 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.

73 Providing 15mm thick cement plaster in single coat on Rough 430.30 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)

74 Providing 10mm thick cement plaster in single coat on 134.41 Sqmt 145.12

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+FF

75 20 mm thick sand faced cement plaster with on wall upto all 315.15 Sqmt 339.15

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.

76 Providing and laying broken chine mosaic flooring for terrace 60.93 Sqmt 765.98

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

cm along the wall,clearing with water and oxalic acid etc. as

77 Providing and fixing water closet squatting Pan (Indian type 3.00 Nos 970.17

W.C. Pan) size 580mm (Earthwork, bed concrete, foot reste

and trap to be measured and paid for separately) (A) Vitreous

China.(I) Long pattern = White colour

78 Providing and fixing Urinal of approved quality inclding 1.00 Nos 1062.18

connection the urinal the urinal with waste pipe tap etc

complete (A) white earthnware flat back or corner type size

430mm x 260mm x 3500 mm including fixing CP Brass waste

pipe white earthen ware flate back or corner type size 130 x

79 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 line.

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.

Deputy Executive Engineer Executive Engineer

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

Signature of the contractor