CDP-5 2026-27 Construction of Panchayat Ghar at BilpudiTa.DharampurDist.Valsad.

Name of Work:- CDP Year 2026-27. Construction of Panchayat Ghar at Bilpudi Ta.Dharampur

: : 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 87.11 Cum. 149.83

including sorting out and stacking of useful

materials and disposing off the excavated stuff

upto 50 Meter lead. (B) Dense or Hard Soil

2 Excavation for foundation for depth from 1.5 m to 77.76 Cum. 162.56

3.0 m including sorting out and stacking of useful

materials and disposing off the excavated stuff

upto 50 Meter lead.(B) Dense and Hard Soil

3 Filling available excavated earth (Including rock in 138.48 Cum. 130.39

trenches plinth, sides of foundations etc. in layers

not exceeding 20 cm. in depth consolidating each

deposited layer by ramming and watering)

4 Providing & filling in plinth with murrum or yellow 40.56 Cum. 289.06

soil or selected soil in layers of 20 cm. Thickness.

Incl. watering, ramming & consolidation etc.

5 Providing and laying cement concrete 1:2:4 (1- 19.27 Cum. 3855.14

Cement : 2- coarse sand : 4- hand Machine

crushed stone aggregates 40 mmnominal size) and

curing complete including cost of formwork in (A)

6 Providing and laying controlled cement concrete 21.96 Cum. 4683.40

M.250 and curing complete inculding the cost of

formwork but Excluding the cost of reinforcement

for reinforced concrete work in foundation, footings

base of column and mass concrete. (A) Footing

7 Providing and laying controlled cement concrete 5.30 Cum. 8577.93

M.250 and curing complete inculding the cost of

formwork but Excluding the cost of reinforcement

for reinforced concrete work in All Types of Column

D) Column, Pillers, posts and struts , upto Plinth

8 Providing and laying controlled cement concrete 6.10 Cum. 8542.58

M.200 and curing complete inculding the cost of

formwork but Excluding the cost of reinforcement

for reinforced concrete work in All Types of Column

D) Column, Pillers, posts and struts, upto Ground

9 Providing and laying controlled cement concrete 4.10 Cum. 8618.33

M.200 and curing complete inculding the cost of

formwork but Excluding the cost of reinforcement

for reinforced concrete work in All Types of

Column D) Column, Pillers, posts and struts, upto

10 Providing and laying controlled cement concrete 12.40 Cum. 8582.98

M.250 and curing complete inculding the cost of

formwork but Excluding the cost of the cost of

reinforcement for reinforced concrete work in

Beams. (E) Beam, upto Plinth

11 Providing and laying controlled cement concrete 8.00 Cum. 6599.34

M.200 and curing complete inculding the cost of

formwork but Excluding the cost of reinforcement

for reinforced concrete work in All Types of

Beams,(E) Beam, Ground Floor

12 Providing and laying controlled cement concrete 4.70 Cum. 6639.74

M.200 and curing complete inculding the cost of

formwork but Excluding the cost of reinforcement

for reinforced concrete work in All Types of

Beams,(E) Beam, First Floor

13 Providing and laying controlled cement concrete 8.60 Cum. 6167.06

M.200 and curing complete inculding the cost of

formwork but Excluding the cost of reinforcement

for reinforced concrete work in All Types of Slab,All

Thickness (C) Slab Ground Floor

14 Providing and laying controlled cement concrete 5.70 Cum. 6207.46

M.200 and curing complete inculding the cost of

formwork but Excluding the cost of reinforcement

for reinforced concrete work in All Types of Slab,All

Thickness (C) Slab First Floor

15 Providing and laying controlled cement concrete 2.70 Cum. 6756.90

M.200 and curing complete inculding the cost of

formwork and Excluding reinforcement for

reinforced concrete work in All Types of Stair case

16 Providing and laying controlled cement concrete 1.60 Cum. 7496.22

M.200 and curing complete inculding the cost of

formwork but Excluding the cost of reinforcement

for reinforced concrete work in Lintel upto Ground

17 Providing and laying controlled cement concrete 1.20 Cum. 7536.62

M.200 and curing complete inculding the cost of

formwork but Excluding the cost of reinforcement

for reinforced concrete work in Lintel First Floor

18 Providing and laying controlled cement concrete 1.73 Cum. 6788.21

M.200 and curing complete inculding the cost of

formwork but Excluding the cost of reinforcement

for reinforced concrete work in Chajja. Upto

19 Providing and laying controlled cement concrete 1.60 Cum. 6828.61

M.200 and curing complete inculding the cost of

formwork but Excluding the cost of reinforcement

for reinforced concrete work in Chajja. First Floor

20 Providing TMT Bar FE 500D reinforcement for 8238.00 kg 76.41

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

in position complete upto floor two level,Ground

Floor, First Floor , Second Floor, Third Floor,

Terrace Floor (all floor).

21 Brick work using common brunt clay building bricks 32.20 Cum. 4295.99

having crushing strength not less than 35 kg/sqcm.

in superstructure above plinth level upto floor two

level in cement mortar 1:6 (1 cement :6 fine sand)

etc.comp. (B) Conventional Ground Floor

22 Brick work using common brunt clay building bricks 28.50 Cum. 4336.18

having crushing strength not less than 35 kg/sqcm.

in superstructure above plinth level upto floor two

level in cement mortar 1:6 (1 cement :6 fine sand)

etc.comp. (B) Conventional First Floor

23 Half brick masonry in common brunt clay building 37.60 Sqmt 716.37

bricks having crushing strength not less than

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

24 Providing 15mm thick cement plaster in single coat 318.90 Sqmt 171.80

on Rough (Similar)side of single or Full/half brick

walls for interior plastering upto floor two level and

finished even and smooth in (ii) Cement mortar 1:3

(1-cement :3-sand) Ground Floor

25 Providing 15mm thick cement plaster in single coat 146.00 Sqmt 195.19

on Rough (Similar)side of single or Full/half brick

walls for interior plastering upto floor two level and

finished even and smooth in (ii) Cement mortar 1:3

(1-cement :3-sand) First Floor

26 Providing & laying10 mm. thick cement plaster in 89.20 Sqmt 153.67

single coat on fair side of ceilings for interior

plastering upto floor two level and finishing with

smooth mala plaster.(i) Cement mortar 1:3 (1

cement : 3 sand) Ground Floor

27 Providing & laying10 mm. thick cement plaster in 51.20 Sqmt 164.34

single coat on fair side of ceilings for interior

plastering upto floor two level and finishing with

smooth mala plaster.(i) Cement mortar 1:3 (1

cement : 3 sand) First Floor

28 20mm thick sand faced cement plaster on walls 352.06 Sqmt 300.66

upto height 10 metres above ground level

consisting of 12mm thick backing coat of C.M. 1:3

(1-cement : 3-sand) and 8mm thick finishing coat of

C.M. 1:1 (1-cement : 1-sand) etc. complete.

29 Providing throating or plaster drip and moulding to 44.20 RMT 42.17

R.C.C. Chhajja.

30 Providing and laying polished Granite Slab 18mm 15.24 Sqmt 2484.60

thick in Flooring laid 20mm thick Cement Mortar

1:4 (1-Cement : 4-Coarse Sand) and jointed with

Grey Cement Slurry including full molded round

front edges , rubbing and polishing etc. complete.

31 Providing and laying polished Granite Slab 18mm 35.14 Sqmt 2737.10

thick in Risers of steps Dedo, window sill, jembs

and pillars laid 10 mm thick Cement Mortar 1:4 (1-

Cement : 4-Coarse Sand) and jointed with Grey

Cement Slurry including full molded round edges

rubbing and polishing

32 Providing and laying Vitrified tiles 8 to 10 mm thick 146.50 Sqmt 1073.13

, 24'' x 24'' in flooring treads of steps and landing

laid on a bed of 12mm thick cement mortar 1:3 (1-

cement : 3-coarse sand ) finishing with flush

pointing in white cement.Soluble Salt PVT. Tiles in

33 Providing and laying Vitrified tiles 8 mm thick , 24'' 62.51 Sqmt 1141.45

x 24'' 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 Soluble

Salt PVT. Tiles in All Rooms.

34 Providing and fixing flush door both sides 14.30 Sqmt 3265.33

laminated andshutter fabricated from 35 mm thick

solid core malemine faced three layered pre

laminated flat pressed wood based exterior grade

bonded BWP/BWR synthetic resin having stamped

IS 12823 grade I type II including three coats of

lacquer polishing to exposed wooden surfaces and

Stainless steel decorative type designs fixtures /

fastening 2Nos. Handles, 2Nos. Aldropes,

towerbolt etc.including I.T.W. triangular batten patti

of size 30m.m.x30m.m.etc. as per architectural

detailed drawing and as directed by engineer in

Providing and fixing FRP frame size 125x65 mm 3.15 Sqmt 2615.04

and 35mm thick FRP shutter having extra

reinforcement on sides & edges in polish 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 necessary

screws & alluminium S.S fixtures & fastenings &

Providingsleeve.

and fixing window having extruded 16.92 Sqmt 1713.70

aluminum Colour anodized section frame main

outer size 63.50 x 38.10 x 1.95 mm,@ Wt 1.094 Kg

/ Rmt, horizontal two track member size 61.85 mm

vertical member of size 61.85 mm x 31.75mm x

1.30 mm @ wt.of 0.659 Kg/mt with sliding shutters

of horizontal member size 40mm x 18mm x

1.29mm @ wt.of 0.456Kg/mt, vertical member of

size 40mm x 18mm x 1.29mm @ wt.of 0.456Kg/mt,

@ Wt. 0.457 Kg/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

37 etc complete

Providing andfor window.

fixing standared extruded of 0.72 Sqmt 1175.56

alluminium section of size 63mm x 38.10mm x

1.2mm (Wt. 0.643 Kg/mt) with colour anodized

alluminium frame for ventilation with 5 mm thick

frosted glass as details etc complete for Ventilation

38 Providing and fixing M.S. grill of required pattern of 589.20 kg 111.61

windows etc. with M.S.. flats at required spacing

and frame alround square or round headed bolts

and nuts or by screws.including applying a priming

coat of red lead paint and two coats of oil painting

39 Applying two coats of Birla (white cement based) 464.90 Sqmt 161.46

or (acrylic lapy- putty) or equivalent & two coats of

primer of approved brand and manufacture on

new wall surface to give an even shade including

thoroughly brushing the surface free from mortar

dropping and other foreign matter and sand

papered smooth. with Wall painting (three coats)

with plastic emulsion paint of 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.

40 Applying two coats of Birla (white cement based) 140.40 Sqmt 166.87

or (acrylic lapy- putty) or equivalent & two coats of

primer of approved brand and manufacture on

new Ceiling surface to give an even shade

including thoroughly brushing the surface free from

mortar dropping and other foreign matter and sand

papered smooth. Ceiling painting (three coats) with

plastic emulsion paint of approved brand and

manufacture on undecorated Ceiling surface to

give an even shade including throughly brushing

the surface free from mortar droppings and other

foreign matter and sand papered smooth.

41 Finishing wall with weather proof exterior emulsion 352.10 Sqmt 160.59

paint on 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. Priming:

Apply a liberal coat of exterior acrylic primer and

allow it to dry for 4-5 hours. Application of putty is

not recommended. Minimum 4-6 hours duration is

required between each coat of weather shield

42 Providing and laying integral cement based water 134.80 Sqmt 854.46

proofing treatment including preparation of surface

as required for treatment of roofs, balconies,

terraces etc. consisting of following operations.(a)

Applying and grouting a slurry coat of neat cement

using 2.75 kg/sqm of cement admixed with

proprietary water proofing compound comforming

to IS:2645 over the R.C.C. slab including cleaning

the surface before tratment.(b) Laying cement

concrete using broken bricks/brick bats 25 mm to

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

Cement : 5 Coarse sand) admixed with proprietary

water proofing compound conforming to

IS:2645,brick bats is finally covered by jointless

cement plaster 20mm th. in C.M. 1:4 added with

special water proofing compound confirming to

IS:2645 & top smooth finished with trowel with false

chequered marking of 300 mm.size.The treatment

is carried along the vertical surface of the parapet

& other adjoining wall up to height of about 300 mm

in a shape of quarter round vata Incl. curing etc.

Comp. With average thickness of 120 mm and

43 Providing and constructing sandwitch type Granite 2.60 RMT 8290.08

stone top & bottom Kota Stone platform 0.6 mt.

wide & 0.75 mt. height, including front granite stone

patti of 10 cm wide, vertical partitions of Kota stone

with cement Mortar(1:1) as required comp as per

44 Providing and fixing wash down water closet 2.00 Nos 4248.45

(European 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-fine sand) (Seal and

cover to be measured and paid for separately)(A)

vitreous China Pattern :(i) in white colour, 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,

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,

With Jet spray heavy duty with S.S. Braided hose

45 Providing and fixing washbasin with single hole for 2.00 Nos 2463.46

pillar tap 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, stop tap, bottle trap etc.

46 Providing and fixing PVC SWR Nahni trap IS 4.00 Nos 571.08

14735 for drain - 100 mm diameter with jali of the

following nominal diameter of self cleansing design

with C.I scread down or hinged grating including

the cost of cutting and making good the walls.

47 Providing and fixing screw down bib taps of 10.00 Nos 186.83

following size.(A) Brass screw down bib tap

polished bright. (i) 15mm dia.

48 Providing & fixing of overhead shower 80 mm (3”) 1.00 Nos 2030.10

dia with 3 flow with Overhead Shower arm 200 mm

with wall flange complete (i) 15mm dia.,Providing

and fixing brass screw down stop tap.(A) 15mm

49 Providing and fixing Kitchen sink with C.I. or M.S. 1.00 Nos 3158.53

brackets, painted white including cutting holes in

walls and making good the same (C) S.S. &

Sink.(i) 450mm x 380mm x 150mm size with

Providing and fixing C.P. brass waste for

washbasin or sink, piller tap, stop tap, bottle trap

50 Providing and fixing Gun metal check or non-return 2.00 Nos 420.63

fullway wheel valve. 25mm. dia.

51 Providing and fixing Gun metal check or non-return 2.00 Nos 663.43

fullway wheel valve. 40mm. dia.

52 Providing and fixing chromium plated brass half 2.00 Nos 263.77

turn flush cock of approved quality including fixing

in pipe line etc. complete.(ii) 25mm dia.

53 Providing and fixing ball cock of approved. quality 2.00 Nos 132.89

as directed.(A) Copper Metal (A) 25mm. dia.

54 Providing laying and jointing in true line and level 18.00 RMT 72.65

15mm dia. U.P.V.C. Pipe ( SCH- 40) for cold water

including fittings as approved by Engineer In

Charge. Pipe shall be fixed on the wall with the

help of clamp at every two metre C/C or shall be

concealed as directed including necessary fittings

etc. including testing of pipe and joints and fixing

the same with adhesive solvent, including cost of

55 Providing laying and jointing in true line and level 22.00 RMT 91.84

25mm dia. U.P.V.C. Pipe ( SCH- 40) for cold water

including fittings as approved by Engineer In

Charge. Pipe shall be fixed on the wall with the

help of clamp at every two metre C/C or shall be

concealed as directed including necessary fittings

etc. including testing of pipe and joints and fixing

the same with adhesive solvent, including cost of

56 Providing laying and jointing in true line and level 30.00 RMT 195.67

50mm dia. U.P.V.C. Pipe ( SCH- 40) for cold water

including fittings as approved by Engineer In

Charge. Pipe shall be fixed on the wall with the

help of clamp at every two metre C/C or shall be

concealed as directed including necessary fittings

etc. including testing of pipe and joints and fixing

the same with adhesive solvent, including cost of

57 Providing, laying and jointing in true line and level 32.00 RMT 836.73

110 diametre U.P.V.C (Type B) conforming to IS

13592-1992 with one end plain and other end

socketed with rubber ring, & fittings conforming to

ISI 14735-1999 of approved make for drainage

system pipe line, pipe shall be jointed with each

other with rubber lubricant, pipe shall be fixed on

wall using of PVC clamp of the size 110 mm

diametre x 149 mm length x 145 mm heigh at

every 2000 mm center to center or shall be

concealed in walls as directed including necessary

fittings such as bends, shoes etc. including testing

of pipes and joints and jointed with adhesive

solvent cement including cost of all materials.

58 Providing and fixing S.W. gully trap with C.I. grating 2.00 Nos 1246.92

brick 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

59 Constructing Brick masonry road gully chamber 3.00 Nos 2017.19

500mm x 450mm x 600mm including 500mm x

450mm C.I. horizontal grating wih frame complete.

60 Constructing brick masonry chamber for 4.00 Nos 2932.93

underground C.I. Inspection chamber and bends

with bricks having crushing 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

Providingpipe&line.

fixing G.I. Rain water spout of 50 6.00 Nos 101.91

mm.dia & 30 cm length etc.

62 Providing and fixing in position cowel went to 2.00 Nos 501.87

pipes.(C) 100mm dia

63 Providing erecting and fixing double coated PVC. 1000.00 Liter 3.95

(ISI) water tank of required capacity each with all

necessary fittings and connection etc. complete on

64 Providing Sock pit of 5.0 Cum Volume (internal 1.00 Nos 25370.19

diameter of 1.50 meter) including Excavation and

filling brick bats with dry masonary work attop for

45cm height including covering the top with R.C.C.

SLab with One Man hole and C.I. cover of 0.60 x

0.45m , including providing vatas in Cement Motar

1:3 with the finishing curing and necessary

connection with the septic tank outlet etc complete

as directed by Engineer in charged.

65 Providing septic tank of inside dimensions( 2.5 mt. 1.00 Nos 40834.30

x 2.0 mt.x 1.5 mt.) as Directed by incharge with

brick masonary of CM 1:6 the foundation floor with

1:5:10 B.B.C.C. finished with 15 mm C.P. in C.M.

1:4 root cover of R.C.C. slab inclunding connection

pipe from inlet and outlet etc.comp.

66 Providing and fixing mild steel section ladder of 1.00 Nos 20200.00

0.90 mt wide and 4.62 mt length including making

waist of ladder with 4 nos. of 60x60x5 mm equal

angle and 15 nos of steps of size 0.90 x 0.30 mt

size with 25x25x5 mm outer frame and 9 nos. of

0.30 mt length 20x20x3 mm section in short

direction and at top 3 nos. of 15x2.5 mm flat

mt long welded in longer direction and 7 nos. of

25x25x5 mm section balustrade of 1.32mt length

and 25mm dia mild steel galvanised pipe as hand

rail welded and applying priming coat of red lead

and two coat of oil painting including olacing and

fixing in position including cutting groove in walls

and flooring and making good the same etc.

67 Providing and fixing shed using GI Sqaure Pipe in 12.70 Sqmt 2833.05

required shape and design including bending,

fixing it, of required size with UPVC. sheet of

required thickness roofing including one coat of

primer and two coats of oil painting with all fixtures,

fastenings and labour complete as directed