Atalwadi 2026-27 Construction of Atalwadi at Toarkva. Tal.Songadh, Dist.Tapi

Name of Work:- Year 2026-27Construction of Atalwadi at Vadi Tokarva. Tal.Songadh, Dist.- Tapi

: : BILL OF QUANTITY.' : :

Percentage Rate Tender

It. Description of Item (with brief Specification Rate In

Quantity Unit Amount

No. and reference to book of specifications) Figures

1 Excavation for foundation upto 1.5 M depth including 111.30 Cum. 261.81

sorting out and stacking of useful materials and

disposing of the excavated stuff upto 50 M lead (C)

2 Excavation for foundation for depth from 1.5 m to 3.0 37.20 Cum. 280.38

m including sorting out and stacking of useful

materials and disposing off the excavated stuff upto

50 Meter lead. (C) Hard Murrum

3 Filling available excavated earth (excluding rock in 122.70 Cum. 133.65

trenches plinth, slides of foundations etc. in layers not

exceeding 20 cm in depth consolidating each

deposited layer by ramming and watering)

4 Filling in foundation and plinth with murrum or 453.70 Cum. 296.29

selected soil in layers of 20cm thickness including

watering ramming and consolidating etc. complete

5 Providing and laying cement concrete work 1:2:4 (M- 6.30 Cum. 4061.84

150) (1- 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.

6 Providing and laying cement concrete 1:1.5:3 (M-200) 17.40 Cum. 4700.54

and 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 1:1.5:3 (M-200) 7.40 Cum. 9340.48

and 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 1:1.5:3 (M-200) 22.70 Cum. 6285.23

and 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 41.30 Cum. 4121.55

having crushing strength not less than 35 kg/sq. cm.

in foundation and plinth in cement mortar 1:6 (

Cement: 6 fine sand) (B) Convention

10 Providing and laying Cement Concrete 1:1.5:3 (M 200) 46.60 Cum. 4599.54

and 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) 5.20 Cum. 9744.48

and curing complete including the cost of form work

but excluding cost of reinforcement for reinforced

concrete work for Column in Goround Floor

12 Providing laying cement concrete 1:1.5:3 (M 200) and 4.10 Cum. 7070.00

curing 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

It. Description of Item (with brief Specification Rate In

Quantity Unit Amount

No. and reference to book of specifications) Figures

13 Providing and laying cement concrete 1:1.5:3 (M 200) 8.20 Cum. 8662.77

and curing complete including the cost of form work

but excluding cost of reinforcement for reinforced

concrete work for Slab in Ground Floo

14 Providing and laying cement concrete 1:1.5:3 (M 200) 0.20 Cum. 8311.30

and curing complete including the cost of form work

and excluding the cost of reinforcement for reinforced

concrete work in (c) Lintel in Ground Floor

15 Providing and laying cement concrete 1:1.5:3 (M 200) 0.20 Cum. 9987.90

and curing complete including the cost of form work

and excluding the cost of reinforcement for reinforced

concrete work in (c) Chajja in Ground Floor

16 Providng TMT bars renforcement of FE 500 / 500D for 9568.30 Kg. 77.29

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

position complete for all floor.

17 Brick work using hydraulically pressed common burnt 36.00 Cum. 4403.40

clay 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 (

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

18 Half brick masonary in hydraulically pressed common 21.70 Sqmt 734.29

burnt 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)

19 Providing and fixing M.S. Grills/Doors to Granite 1453.60 Kg. 161.60

frames of windows of required pattern M.S. Box frame

with 16mm dia polished bars M.S. bars inserted &

welded in it @ 12 Cm C/C and M.S. Flats size 40 x

mm at for frame and intermediate supports at required

spacing as per design or fixed in wooden frame of

window / brick masonary with neccesory M.S. angle,

Flat, & other structural steel at required spacing &

frame alround square or round bars with round

hended bolt & nuts or by screws included cutting

welding & febrication etc. comp. including one coat of

primer and two coats of matt finished oil painting etc

complete {Fixing Outside}. as per Architect' Direction.

( A ) Plain grill

20 Providing and applying 15 mm thick cement plaster 80.80 Sqmt 222.24

double coat of mala cement plaster for interior

plastering having 12 mm th. base coat in C.M. 1:4 (

cement 4 coarse sand) and 3 mm th. finishing coat in

C.M. 1:2 [ 1 Cement : 2 Coarse Sand] with trovel finish

including Scafolding Curing etc. Complete. Including

Applying two coats of Birla or Asian Acralic Lappy

[Putty] and two coats of primer of approved Brand and

Manufactures on New wall surface to give an even

shade including throughly brushing the surface free

from mortar dropping and other foregn matter and

sand papered smooth For Ground Floor.

It. Description of Item (with brief Specification Rate In

Quantity Unit Amount

No. and reference to book of specifications) Figures

21 Providing 20 mm thick sand faced cement plaster with 105.30 Sqmt 279.29

Gutkha Finish on wall upto all Full hight above ground

level consisting of 12mm thick backing coat of c.m.

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

of c.m. 1:1 (1 cement : 1 sand) etc. complete For All

22 Providing and applying 15 mm thick cement plaster 240.10 Sqmt 213.42

double coat of mala cement plaster for interior

plastering having 12 mm th. base coat in C.M. 1:4 (

cement 4 coarse sand) and 3 mm th. finishing coat in

C.M. 1:2 [ 1 Cement : 2 Coarse Sand] with trovel finish

including Scafolding Curing etc. Complete. Including

Applying two coats of Birla or Asian Acralic Lappy

[Putty] and two coats of primer of approved Brand and

Manufactures on New wall surface to give an even

shade including throughly brushing the surface free

from mortar dropping and other foregn matter and

sand papered smooth For Ground Floor.

23 Providing 20 mm thick sand faced cement plaster with 135.00 Sqmt 247.84

Gutkha Finish on wall upto all Full hight above ground

level consisting of 12mm thick backing coat of c.m.

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

of c.m. 1:1 (1 cement : 1 sand) etc. complete For All

24 Providing and laying polished kota stone slab 25mm 543.60 Sqmt 1103.87

thick in 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.

25 Wall painting (two coats) with plastic emulsion paint of 320.90 Sqmt 81.38

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.

26 Finishing wall with weather proof exterior emulsion 240.30 Sqmt 117.40

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

27 painting two cosat (including priming coats) on new 114.40 Sqmt 125.72

steel 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

28 Steel work, riveted in built up sections framed work 113.00 Qui. 5889.50

including cutting, hoisting, fixing in position and

applying a priming coat of read lead paint. (A) In

beams and joists, channels angles Tees, flats, with

connecting plates or angle cleats as in main and cross

beams. Hip and jack rafters, purlins conneted to

common rafters and the like.

29 Providing corrugated G.I. sheet of class-3 roofing 641.80 Sqmt 734.19

fixed with galvanized iron J or L Hooks, Bolts and nuts

8mm diameter with bitumen and G.I. limpet washer or

G.I. limpet washer. filled with white lead complete

excluding the cost of purlins, Rafters and Trusses.(1)

0.80 mm thick sheet.

It. Description of Item (with brief Specification Rate In

Quantity Unit Amount

No. and reference to book of specifications) Figures

30 Providing and fixing 35mm thick factory made 12.60 Sqmt 2152.31

moulded door 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

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.

31 Providing and fixing FRP frame size 125x65 mm and 9.50 Sqmt 2019.98

35mm 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 standared extruded of alluminium 2.60 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

33 Providing and fixing window having extruded 3.60 Sqmt 1583.95

aluminum 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

It. Description of Item (with brief Specification Rate In

Quantity Unit Amount

No. and reference to book of specifications) Figures

34 Constructing Sandwitch Platform of 18 mm thick 6.40 Sqmt 3995.56

Polished Black Granite at top and 25 mm thick Kota

stone slab using cement mortar 1:3 for sandwitch and

fitting at Bottom and edgeswith water proof regid

adhesives including making necessary grooves in

wall with Vertical Kota stone 30 mm x 2 No.

sandwitch thick every 60 cm center to center

including all labour material of approved quality

including full moulded round front edge fixed in wall

for partition and jointed with grey cement slurry

including rubbing and polishing etc. complate.

35 P & L 24" x 24" vitrified 8 mm thick tile flooring over 20 48.20 Sqmt 1146.26

mm (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.

36 Providing and laying Ceramic tiles 6mm thick (vitrified 15.38 Sqmt 1004.40

8 mm 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

37 Providing and laying Marbo Grenite tiles 8 to 10 mm 11.00 Sqmt 1169.98

thick , 24'' 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.

38 Providing & laying and jointing in true line and level 40 40.00 Rmt 148.12

mm 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

39 Providing & laying and jointing in true line and level 25 30.00 Rmt 91.84

mm 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

40 Providing & laying and jointing in true line and level 15 20.00 Rmt 72.65

mm 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

It. Description of Item (with brief Specification Rate In

Quantity Unit Amount

No. and reference to book of specifications) Figures

41 Providing and fixing Wash down Water closet 3.00 Nos 4650.85

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 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

42 Providing and fixing water closet squatting Pan (Indian 2.00 Nos 971.79

type 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 =

43 Providing and fixing wash basin with single hole for 6.00 Nos 1485.41

piller tap 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

44 Providing and fixing Urinal of approved quality inclding 3.00 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 260 x 350mm

45 Providing and laying Both side mirror polished 2.60 Sqmt 2173.62

Granite stone slab 18 mm thick of approved quality

including Full moulded Round front edge fixed in

wall for urinal patition and jointed with gray cement

slurry including rubbing and polishing etc. complete

46 Providing and fixing screw down bib taps of following 11.00 Nos 186.83

size of jaquar brand product as approved by engineer

in charge (I) 15 mm dia.

47 providing and fixing SWR nanhi trap of the following 6.00 Nos 635.91

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 complete

48 Providing and fixing S.W. gully trap with C.I. grating 5.00 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

49 Providing and fixing brass screw down stop tap.(A) 6.00 Nos 240.38

It. Description of Item (with brief Specification Rate In

Quantity Unit Amount

No. and reference to book of specifications) Figures

50 Providing and fixing brass screw down stop tap.(C) 14.00 Nos 220.82

51 Providing and fixing UPVC spigot and socket soil, 2.00 Rmt 741.01

waste and ventilating pipes of the following nominal

size. (B) 75mm dia.

52 Providing and fixing UPVC spigot and socket soil, 2.00 Rmt 892.39

waste and ventilating pipes of the following nominal

size. (B) 100mm dia.

53 Providing and fixing to wall ceiling and floor 10.0 Kg. 10.00 Rmt 339.05

F/Cm2 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. 20.00 Rmt 280.23

F/Cm2 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)

55 Constructing brick masonry chamber for underground 1.00 Nos 3660.76

C.I. 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.

56 providing and fixing in position cowl vent to pipe (II) 8.00 Nos 505.17

57 Providing and fixing G.I. Rain water spout of 50mm 17.60 Rmt 101.91

dia. and 30cm. length.

58 Constructing Brick masonry road gully chamber 4.00 Nos 2017.19

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

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

59 Constructing brick masonry chamber for underground 1.00 Nos 53070.45

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 2.00 mt.

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

60 Providing erecting and fixing double coated Syntex 3000.00 Liter 3.95

PVC. (ISI) water tank of required capacity each with all

necessary fittings and connection etc. complete on

61 Solar Roof Top 3.24 KW 1.00 Job 152910.00

It. Description of Item (with brief Specification Rate In

Quantity Unit Amount

No. and reference to book of specifications) Figures

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

*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.

Executive Engineer

Signature of the contractor Panchayat (R & B) Division