PMKKKY 2025-26 Construction of Sanskrutik bhavan Building at Village Pelad Buhari Ta.Valod Dist.Tapi.

Name of Work:- PMKKKY 2025-26 Construction of Sanskrutik bhavan Building at Village Pelad Buhari

Ta.Valod Dist.Tapi.

: : 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 120.98 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 39.90 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 80.44 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 selected 138.94 Cum. 296.30

soil in layers of 20cm thickness including watering

ramming and consolidating etc. complete

5 Providing and laying cement concrete 1:2:4 (1- Cement 8.83 Cum. 3786.47

: 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

6 Providing and laying controlled cement concrete M- 32.00 Cum. 4673.88

250 and curing complete including the cost. of form

work but excluding the cost of reinforcement for

reinforced concrete work in (A) Foundations footing

base of columns and the like and mass concrete

7 Providing and laying controlled cement concrete M-250 6.85 Cum. 9103.09

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 laying controlled cement concrete M 250 and 18.15 Cum. 6412.67

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 GF

9 Brick work using common burnt clay building brick 9.46 Cum. 4121.55

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

foundation and plinth in cement mortar 1:6 ( 1 Cement:

6 fine sand) (B) Convention

10 Providing and laying cement concrete 1:2:4 (1- Cement 27.72 Cum. 3786.47

: 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

11 Providng TMT bars renforcement of FE 500/500D for 17858.59 M.T. 77.29

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

position complete for all floor.

12 Providing and laying controlled cement concrete M.200 10.94 Cum. 9066.17

and 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 10 ton)

13 Providing and laying controlled cement concrete M.200 0.57 Cum. 9107.18

and 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 10 ton)

14 Providing and laying controlled cement concrete M.200 15.72 Cum. 7049.63

and 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 laying controlled cement concrete M 200 0.96 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 M.200 29.07 Cum. 7012.43

and 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

17 Brick work using hydraulically pressed common burnt 34.25 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 ( 1 Cement:

fine sand) (B) Convention for G.F

18 Half brick masonry in common brunt clay building 57.24 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, 58.03 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

20 Providing and fixing 35mm thick factory made moulded 24.76 Sqmt 2152.31

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 aluminum 12.96 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

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 664.20 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 on 511.74 Sqmt 172.84

brick/conceret wall for interior plastering finished even

and smooth (ii) cement mortar 1:4 (1-cement : 4-sand)

and mala provel finished etc. competle for (G.F.)

24 Providing 10mm thick cement plaster in single coat on 286.48 Sqmt 144.80

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 172.98 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 : 1 sand)

etc. complete.all height etc. complete

26 P & L 24" x 24" vitrified 8 mm thick tile flooring over 20 336.21 Sqmt 1059.84

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

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

27 Providing and laying polished Kota stone slab flooring 10.32 Sqmt 1015.82

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 flooring for 215.71 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 15 cm along the

wall,clearing with water and oxalic acid etc. as directed.

29 (A) Providing and laying internal cement based water 215.71 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

(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 confirming to IS : 2645. 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 with

water for a minimum period of two weeks for curring

and for final test. all above operations to be done in

30 order andwall

Finishing as directed andproofing

with water specified by thepaint

of on 172.98 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 of 798.23 Sqmt 86.93

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 40 15.00 RMT 447.73

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 level 25 25.00 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 OD pipe

34 Providing & laying and jointing in true line and level 15 30.00 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 OD pipe

35 Providing and fixing water closet squatting Pan (Indian 1.00 Nos 1426.86

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 = White

36 Providing and fixing wash down water closet 5.00 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

37 Providing and fixing washbasin with single hole for 4.00 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 colour.

38 Providing and fixing Urinal of approved quality inclding 2.00 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

39 Providing and fixing screw down bib taps of following 6.00 Nos 186.83

size.(B) Brass chromium plated screws down Bib Tap.

40 Providing and fixing chromium plated brass half trun 5.00 Nos 263.78

flush cock of approved quality including fixing in pipe

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

41 providing and fixing cast iron(spun) nanhi trap of the 8.00 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

42 Providing and fixing S.W. gully trap with C.I. grating 6.00 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

43 providing and fixing cast iron spigot and socket soil 25.00 RMT 741.01

waste and ventilating pipe of the following nominal size

44 providing and fixing cast iron spigot and socket soil 30.00 RMT 892.39

waste and ventilating pipe of the following nominal size

45 providing and fixing in position cowl vent to pipe (II) 6.00 Nos 505.18

46 Providing and fixing G.I. Rain water spout of 50mm dia. 4.80 RMT 101.91

and 30cm. length.

47 Constructing brick masonry chamber for underground 1.00 Nos 2932.93

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 line.

48 Constion of Khar kuva of external dimentions 2.9 x 1.00 Nos 37459.89

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 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.

49 Providing erecting and fixing double coated ISI water 10000.00 Liter 3.95

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

*( 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