Reti Kankar 2025-26. Construction of MPC Hall Near Cricket ground at Village Delvada Ta.Valod Dist.Tapi.

Name of Work:-. Construction of MPC Hall Near Cricket ground at Village Delvada

Ta.Valod 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 62.80 Cum. 262.52

including sorting 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 41.58 Cum. 291.10

to 3.0 m 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 52.19 Cum. 133.66

rock in 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 38.42 Cum. 296.30

selected soil in layers of 20cm thickness

including watering ramming and consolidating

5 Providing and laying cement concrete 1:2:4 (1- 6.67 Cum. 3786.47

Cement : 2- 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 12.93 Cum. 4673.88

concrete M.250 and curing complete excluding

the cost of formwork and reinforcement for

reinforced concrete work in (A) Foundations,

footings, Base of columns and Mass concrete.

(more than 10 ton)

7 Providing and laying controlled cement 3.34 Cum. 9103.09

concrete M-250 and curing complete including

the cost of form work but excluding cost of

reinforcement for reinforced concrete work for

Column upto plinth level.

8 Providing and laying controlled cement 5.56 Cum. 6412.67

concrete M.250 and curing complete excluding

the cost of formwork and reinforcement for

reinforced concrete work in (D) Columns,

Pillars posts and struts, upto floor two level.

(more than 10 ton

9 Brick work using common burnt clay building 2.40 Cum. 4121.55

brick having crushing strength not less than

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- 7.11 Cum. 4083.72

Cement : 2- 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 6275.32 kg 77.29

500/500D for R.C.C. work including bending

binding and placing in position complete for all

12 Providing and laying controlled cement 3.59 Cum. 9066.17

concrete M.200 and curing complete excluding

the cost of formwork and reinforcement for

reinforced concrete work in (D) Columns,

Pillars posts and struts, upto floor two level.

(more than 10 ton)

13 Providing and laying controlled cement 0.48 Cum. 9107.17

concrete M.200 and curing complete excluding

the cost of formwork and reinforcement for

reinforced concrete work in (D) Columns,

Pillars posts and struts, upto floor two level.

(more than 10 ton)

14 Providing and laying controlled cement 5.68 Cum. 6824.99

concrete M.200 and curing complete excluding

the cost of formwork and 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 laying controlled cement concrete M 0.32 Cum. 9510.72

200 R.C.C lintel including finishing smooth

with,curing etc. complete including the cost of

formwork but excluding the cost of

16 Providing and laying controlled cement 8.61 Cum. 7075.05

concrete M.200 and curing complete excluding

the cost of formwork and reinforcement for

reinforced concrete work in (C)

Slabs,landing,shelves,Balconies, Lintels,

Beams, Girders and Cantilever upto floor two

level. (more than 10 ton)

17 Brick work using common burnt clay building 28.29 Cum. 4403.40

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 (

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

18 Half brick masonry in common brunt clay 10.23 Sqmt 679.80

building bricks 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) Conventional

19 Providing and laying Machine cut, Free edges, 21.63 Sqmt 2506.93

Machine 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

20 Providing and fixing 35mm thick factory made 7.60 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 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

21 Providing and fixing window having extruded 7.92 Sqmt 1583.96

aluminum 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

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

vertical member of size 40mm x 18mm x

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

22 Providing & fixing M.S. grill / M.S. door of 563.40 kg 163.62

required pattern to 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.

23 Providing 15mm thick cement plaster in single 175.70 Sqmt 172.84

coat on 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)

24 Providing 10mm thick cement plaster in single 67.32 Sqmt 144.80

coat on 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

25 20 mm thick sand faced cement plaster with 163.23 Sqmt 337.53

on wall upto all 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. complete.

26 P & L 24" x 24" vitrified 8 mm thick tile flooring 105.53 Sqmt 1059.84

over 20 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 light shade (more

27 Providing and laying polished Kota stone slab 3.60 Sqmt 1015.82

flooring over 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.

28 Providing and laying broken chine mosaic 71.06 Sqmt 765.98

flooring for terrace 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 15 cm

along the wall,clearing with water and oxalic

acid etc. as directed.

29 (A) Providing and laying internal cement based 71.06 Sqmt 898.50

water proofing treatment including preparation

of surface as required for tretment of roofs,

balconies, terrace,etc. consisting of following

(a) Applying and grouting a slurry coat of neat

cement using 2.75 kg/sqm of cement admixed

with proprietary water proofing compound

conforming to IS : 3645 over the R.C.C. slab

including cleaning the surface before tretment.

(b) Laying cement concrete using brocken

bricks/brickbats 25 mm to 100 mm size with

50% of cement mortar 1:5 admixed with proper

water proofing compound confirming to IS :

2645 over 20 mm thick layer of cement mortar

of mix 1:5 admixed with proprietary water

proofing compound confirming to IS : 2645 to

required slope and treting simillary the

adjoining walls up to 300 mm height including

of junction of walls and slabs.

(c) After two days of proper curing applying a

second coat of cement slurry admixed with

proprietary water proofing compound

confirming to IS :

(d) Finishing the surface with 20 mm thick

joinless cement mortar of mix 1:4 admixed with

proprietary water proofing compound

30 Finishing wall with water proofing cement paint 163.23 Sqmt 117.41

of on wall surface ( Two coats) to give an

approved brand manufacture and of requred

shape even shade after throughtly brushing of

loose powered materials.

31 Wall painting (two coats) with plastic emulsion 243.02 Sqmt 86.60

paint of 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 roofs.

32 Providing & laying and jointing in true line and 10.00 rmt 447.73

level 40 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 OD pipe

33 Providing & laying and jointing in true line and 12.00 rmt 91.84

level 25 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 OD pipe

34 Providing & laying and jointing in true line and 15.00 rmt 72.65

level 15 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 OD pipe

35 Providing and fixing wash down water closet 1.00 Nos. 3998.03

(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)

inculding 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 inculding of 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 . (A) vitreous China Pattern :(i) in white

36 Providing and fixing water closet squatting Pan 1.00 Nos. 1426.86

(Indian type W.C. Pan) size 580mm Including

Providing and fixing 100mm size P or S trap

for water closet squatting pan including jointing

the trap with the pan and soil pipe in cement

Mortar 1:1 (1-Cement : 1-Fine sand)(A)

Vitreous China. Including of Providing and

fixing in Cement Mortar 1:3 (1-Cement : 3-

coarse sand)a, pair of white vitreous China

250mm x 130mm x 30mm footrest to long

pattern squatting pan water closet. (A)

Vitreous China.(I) Long pattern = White colour

37 Providing and fixing washbasin with single hole 1.00 Nos. 1999.97

for 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, capstan head, screw

down high pressure with screws, shanks and

back nuts. (i) 15mm dia.,Providing and fixing

brass screw down stop tap.(A) 15mm dia..(A)

Vitreous China:(ii) Flat Back washbasin

mm x v 400mm size. (i) In white colour.

38 Providing and fixing screw down bib taps of 2.00 Nos. 186.83

following size.(B) Brass chromium plated

screws down Bib Tap. (i) 15mm dia

39 providing and fixing cast iron(spun) nanhi trap 3.00 Nos. 635.91

of the 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 complete

40 Providing and fixing chromium plated brass 2.00 Nos. 263.72

half trun flush cock of approved quality

including fixing in pipe line etc. complete.(ii)

41 Providing and fixing S.W. gully trap with C.I. 4.00 Nos. 1246.92

grating 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

42 providing and fixing cast iron spigot and socket 10.00 rmt 741.01

soil waste and ventilating pipe of the following

nominal size 75 mm dia.

43 providing and fixing cast iron spigot and socket 15.00 rmt 892.39

soil waste and ventilating pipe of the following

nominal size 100 mm dia.

44 providing and fixing in position cowl vent to 4.00 Nos. 505.18

pipe (II) 100mm

45 Providing and fixing G.I. Rain water spout of 4.80 rmt 101.91

50mm dia. and 30cm. length.

46 Constructing brick masonry chamber for 1.00 Nos. 2932.93

underground 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.(i) Inside

dimensions 455mmx 610mm and 450mm

deep for single pipe lin

47 Constion of Khar kuva of external dimentions 1.00 Nos. 37493.22

2.9 x 1.98 x 1.5 mt. depth with 1:3:6 PCC

along with 0.23 mt thk. brickwork, Top RCC

Slab of 2.6 x 1.7 mt. along with 15 mm plaster

on inside faces with nacessary CI MH, Inlet

outlet arrengments, 2 nos of CI Inspection

chamber & provideing a soak pit of 5.0 cmt

Volumn. The Soakpit shall be filled with brick

bats with dry masonary work upto top for

cm and it should be coverd with Man Hole.

The entire work is to be executed according to

the nstructions, given by the Engineer

48 Providing erecting and fixing double coated ISI 500.00 liter 3.91

water tank of 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

Net Rs. …………………….… Total Rs. ………….…….

*( 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