Reti Kankar 2025-26. Construction of MPC Hall Near Library building at Village Tadkuva Ta.Vyara Dist.Tapi.

Name of Work:-. Construction of MPC Hall Near Library building at Village Tadkuva Ta.Vyara

: : 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 62.80 Cum. 262.52

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 to 3.0 41.58 Cum. 291.10

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 rock in 52.19 Cum. 133.66

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 etc. complete

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 concrete 12.93 Cum. 4673.88

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 concrete M- 3.34 Cum. 9103.09

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 concrete 5.56 Cum. 6412.67

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 brick 2.40 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 1:2:4 (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 500/500D for 6275.32 kg 77.29

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

position complete for all floor.

12 Providing and laying controlled cement concrete 3.59 Cum. 9066.17

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 concrete 0.48 Cum. 9107.17

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 concrete 5.68 Cum. 6824.99

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 200 0.32 Cum. 9510.72

R.C.C lintel including finishing smooth with,curing

etc. complete including the cost of formwork but

excluding the cost of reinforcement

16 Providing and laying controlled cement concrete 8.61 Cum. 7075.05

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 brick 28.29 Cum. 4403.40

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 for G.F

18 Half brick masonry in common brunt clay building 10.23 Sqmt 679.80

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

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

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.)

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 drawing

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 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

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

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 coat 175.70 Sqmt 172.84

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

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

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 on wall 163.23 Sqmt 337.53

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 :

sand) etc. complete.all height etc. complete.

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

20 mm (average) base of cement mortar 1:6 (

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)

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. (A) 25mm thick

28 Providing and laying broken chine mosaic flooring for 71.06 Sqmt 765.98

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

cm along the wall,clearing with water and oxalic acid

etc. as directed.

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

proofing treatment including preparation of surface

as required for tretment of roofs, balconies,

terrace,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 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

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 confirming to IS :

and finally finishing the surface with neat cement

slurry and making of 300 x 300 mm square.

(e) The whole terrace so finished shall be flooded

30 with waterwall

Finishing for awith

minimum period ofcement

water proofing two weeks

of on 163.23 Sqmt 117.41

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 paint 243.02 Sqmt 86.60

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 level 10.00 rmt 447.73

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)

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

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)

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

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)

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 colour

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 for 1.00 Nos. 1999.97

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

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

size.(B) Brass chromium plated screws down Bib

Tap. (i) 15mm dia

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

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 half trun 2.00 Nos. 263.72

flush cock of approved quality including fixing in pipe

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

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

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

waste and ventilating pipe of the following nominal

size 75 mm dia.

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

waste and ventilating pipe of the following nominal

size 100 mm dia.

44 providing and fixing in position cowl vent to pipe (II) 4.00 Nos. 505.18

45 Providing and fixing G.I. Rain water spout of 50mm 4.80 rmt 101.91

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 2.9 x 1.00 Nos. 37493.22

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

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

cmt Volumn. The Soakpit shall be filled with brick

bats with dry masonary work upto top for 45 cm and

it should be coverd with Man Hole. The entire work is

to be executed according to the nstructions, given by

the Engineer Incharge.

48 Providing erecting and fixing double coated ISI water 500.00 liter 3.91

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

*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