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

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

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 120.98 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 to 39.90 Cum. 291.10

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

3 Filling available excavated earth (excluding rock 80.44 Cum. 133.66

in trenches plinth, slides of foundations etc. in

layers not exceeding 20 cm in depth

consolidating each deposited layer by ramming

4 Filling in foundation and plinth with murrum or 138.94 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- 8.83 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 32.00 Cum. 4673.88

M- 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 6.85 Cum. 9103.09

M-250 and curing complete including the cost of

form work but excluding cost of reinforcement

for reinforced concrete work for Column upto

8 Providing laying controlled cement concrete M 18.15 Cum. 6412.67

250 and 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 9.46 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- 27.72 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)

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

for R.C.C. work including bending binding and

placing in position complete for all floor.

12 Providing and laying controlled cement concrete 10.94 Cum. 9066.17

M.200 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 0.57 Cum. 9107.18

M.200 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 15.72 Cum. 7049.63

M.200 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 0.96 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 reinforcement

16 Providing and laying controlled cement concrete 29.07 Cum. 7012.43

M.200 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

17 Brick work using hydraulically pressed common 34.25 Cum. 4403.40

burnt 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: 6 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)

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.

20 Providing and fixing 35mm thick factory made 24.76 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

21 Providing and fixing window having extruded 12.96 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

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

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 664.20 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 511.74 Sqmt 172.84

coat on 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 286.48 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 on 172.98 Sqmt 337.53

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.

26 P & L 24" x 24" vitrified 8 mm thick tile flooring 336.21 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 than 10 ton)

27 Providing and laying polished Kota stone slab 10.32 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

28 Providing and laying broken chine mosaic flooring 215.71 Sqmt 765.98

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

29 (A) Providing and laying internal cement based 215.71 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

(c) After two days of proper curing applying a

second coat of cement slurry admixed with

proprietary water proofing compound confirming

(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

30 Finishing wall with water proofing cement paint of 172.98 Sqmt 117.41

on wall surface ( Two coats) to give an approved

brand manufacture and of requred shape even

shade after throughtly brushing of loose powered

31 Wall painting (two coats) with plastic emulsion 798.23 Sqmt 86.93

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

32 Providing & laying and jointing in true line and 15.00 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

33 Providing & laying and jointing in true line and 25.00 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

34 Providing & laying and jointing in true line and 30.00 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

35 Providing and fixing water closet squatting Pan 1.00 Nos 1426.86

(Indian 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 colour

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

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 4.00 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 550 mm x v 400mm size. (i) In

38 Providing and fixing Urinal of approved quality 2.00 Nos 1062.18

inclding 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

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

following size.(B) Brass chromium plated screws

down Bib Tap. (i) 15mm dia.

40 Providing and fixing chromium plated brass half 5.00 Nos 263.78

trun 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 8.00 Nos 635.91

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

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

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

soil waste and ventilating pipe of the following

nominal size 75 mm dia.

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

soil waste and ventilating pipe of the following

nominal size 100 mm dia..

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

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

50mm dia. and 30cm. length.

47 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 line.

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

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

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 10000.00 Liter 3.95

water tank of required capacity each with all

necessary fittings and connection etc. complete

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