CDP-5 Year 2025-26 (1) Construction of Gram Panchayat Bhavan @ Village Pipalkhed Ta, Vansda Dist.Navsari

Name of Work:- CDP -5 Year 2025-26 Construction of Gram Panchayat Bhavan at Village Pipalkhed Ta, Vansda

: : 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 68.04 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 22.68 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 45.36 Cum. 133.66

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 29.83 Cum. 296.30

in layers of 20cm thickness including watering ramming and

consolidating etc. complete

5 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)

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

curing complete the cost of formwork but excluding

reinforcement for reinforced concrete work in (A)

Foundations, footings, Base of columns and Mass concrete.

(more than 10 ton)side and disposing off remaining stuff.

7 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 l

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

curing complete the cost of formwork but excluding

reinforcement for reinforced concrete work in (D) Columns,

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

9 Brick work using common burnt clay building brick having 4.81 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 1:2:4 (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)

11 Providng TMT bars renforcement of FE 500/500D for R.C.C. 6028.41 kg 77.29

work including bending binding and placing in position

complete for all floor.

12 Providing and laying controlled cement concrete M.200 and 4.12 Cum. 8070.48

curing complete the cost of formwork but excluding

reinforcement for reinforced concrete work in (D) Columns,

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

13 Providing and laying controlled cement concrete M.200 and 4.93 Cum. 8151.71

curing complete the cost of formwork but excluding

reinforcement for reinforced concrete work in (D) Columns,

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

14 Providing and laying controlled cement concrete M.200 and 4.70 Cum. 6455.84

curing complete the cost of formwork but excluding

reinforcement for reinforced concrete work in (C) Slabs,

landing, shelves, Balconies, Lintels, Beams, Girders and

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

15 Providing and laying controlled cement concrete M.200 and 4.60 Cum. 6671.05

curing complete the cost of formwork but excluding

reinforcement for reinforced concrete work in (C) Slabs,

landing, shelves, Balconies, Lintels, Beams, Girders and

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

16 Providing laying controlled cement concrete M 200 R.C.C 0.47 Cum. 9539.55

lintel including finishing smooth with,curing etc. complete

including the cost of formwork but excluding the cost of

17 Providing laying controlled cement concrete M 200 R.C.C 0.47 Cum. 9580.09

lintel including finishing smooth with,curing etc. complete

including the cost of formwork but excluding the cost of

18 Providing and laying controlled cement concrete M.200 and 8.22 Cum. 6987.68

curing complete the cost of formwork but excluding

reinforcement for reinforced concrete work in (C) Slabs,

landing, shelves, Balconies, Lintels, Beams, Girders and

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

19 Providing and laying controlled cement concrete M.200 and 7.44 Cum. 7028.59

curing complete the cost of formwork but excluding

reinforcement for reinforced concrete work in (C) Slabs,

landing, shelves, Balconies, Lintels, Beams, Girders and

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

20 Providing and laying controlled cement concrete M.200 and 1.14 Cum. 7673.88

curing complete the cost of formwork but excluding

reinforcement for reinforced concrete work in (C) Slabs,

landing, shelves, Balconies, Lintels, Beams, Girders and

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

21 Brick work using common burnt clay building brick having 18.81 Cum. 4403.40

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

structure above plinth level up to floor two level in cement

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

22 Brick work using common burnt clay building brick having 21.19 Cum. 4685.25

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

structure above plinth level up to floor two level in cement

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

23 Half brick masonry in common brunt clay building bricks 33.38 Sqmt 679.80

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

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

6mm Mild steel round bars after every three course

embedded in Cement Mortar in foundation and plinth (B)

24 Half brick masonry in common brunt clay building bricks 18.72 Sqmt 734.30

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

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

6mm Mild steel round bars after every three course

embedded in Cement Mortar in foundation and plinth (B)

25 Providing and laying Machine cut, Free edges, Machine 49.56 Sqmt 2451.88

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

26 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.

27 Providing and fixing window having extruded aluminum 24.05 Sqmt 1583.96

Colour anodized section frame main outer size 95mm x

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

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

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

@ Wt. 1.06 Kg/mt with sliding shutters of horizontal member

size 40 mmx18mm x1.29mm @ wt.of 0.456 Kg/mt, vertical

member of size 40mm x 18mm x 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

28 Providing & fixing M.S. grill / M.S. door of required pattern to 133.49 kg 176.75

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.

29 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)

30 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.

31 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

32 P & L 24" x 24" vitrified 8 mm thick tile flooring over 20 mm 124.83 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 light

shade (more than 10 ton)

33 Providing and laying white glazed tiles 6mm thick in skrting 69.69 Sqmt 940.18

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

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

34 Providing and laying polished Kota stone slab flooring over 25.17 Sqmt 1010.92

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

35 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

36 Finishing wall with water proofing cement paint of on wall 315.15 Sqmt 117.41

surface ( Two coats) to give an approved brand manufacture

and of requred shape even shade after throughtly brushing of

loose powered materials.

37 Wall painting (two coats) with plastic emulsion paint of 564.71 Sqmt 86.60

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

38 Providing & laying and jointing in true line and level 40 mm 15.00 Rmt 447.73

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)

39 Providing & laying and jointing in true line and level 25 mm 20.00 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)

40 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)

41 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

42 Providing and fixing wash basin with single hole for piller tap 2.00 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

43 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

44 Providing and fixing screw down bib taps of following size.(B) 11.00 Nos 186.83

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

45 providing and fixing cast iron(spun) nanhi trap of the 6.00 Nos 585.37

following nominal dia of self cleaning design with C L screwed

down of hinged grating including cost of cutting and making

good the walls floos 100 mm inlet and 50 mm out let etc

46 Providing and fixing S.W. gully trap with C.I. grating brick 2.00 Nos 1292.20

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

47 providing and fixing cast iron spigot and socket soil waste and 20.00 Rmt 741.01

ventilating pipe of the following nominal size 75 mm dia.

48 providing and fixing cast iron spigot and socket soil waste and 20.00 Rmt 892.39

ventilating pipe of the following nominal size 100 mm dia.

49 providing and fixing in position cowl vent to pipe (II) 100mm 4.00 Nos 505.18

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

51 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.

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

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 – 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