Reti Kankar 2025-26. Construction of 2 Class room in Sarasvati Vidyalaya at Village Kukarmunda Ta.Kukarmunda Dist.Tapi.

Name of Work:-. Reti Kankar 2025-26.Construction of 2 Class room in Sarasvati Vidyalaya @ Village

Kukarmunda Ta. Kukarmunda 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 88.65 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 27.00 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 57.83 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 96.94 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- 9.23 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 16.12 Cum. 4644.29

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

7 Providing and laying controlled cement concrete 4.02 Cum. 8848.12

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 and laying controlled cement concrete 11.54 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 7.71 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- 14.42 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 13711.07 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 concrete 6.59 Cum. 8811.19

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 2.59 Cum. 8912.24

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 16.76 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 and laying controlled cement concrete 4.24 Cum. 6865.98

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)

16 Providing laying controlled cement concrete M 0.62 Cum. 9469.47

200 R.C.C lintel including finishing smooth

with,curing etc. complete including the cost of

formwork but excluding the cost of reinforcement

17 Providing laying controlled cement concrete M 0.10 Cum. 9510.70

200 R.C.C lintel including finishing smooth

with,curing etc. complete including the cost of

formwork but excluding the cost of reinforcement

18 Providing and laying controlled cement concrete 17.48 Cum. 7035.13

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)

19 Providing and laying controlled cement concrete 4.04 Cum. 7076.06

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)

20 Providing and laying Controlled Cement 2.41 Cum. 7654.29

Concrete M 200 and curing complete including

the cost of formwork but excluding the cost of

reinforcement for reinforced concrete work in

R.C.C. Stair Cases

21 Brick work using common burnt clay building 58.98 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

22 Half brick masonry in common brunt clay 7.41 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

23 Providing and laying Machine cut, Free edges, 61.25 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 R.A.)

24 Providing and fixing 35mm thick factory made 21.60 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

25 Providing and fixing window having extruded 8.64 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

26 Providing & fixing M.S. grill / M.S. door of 1301.29 kg 160.59

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.

27 Providing 15mm thick cement plaster in single 437.84 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)

28 Providing 10mm thick cement plaster in single 203.83 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

29 20 mm thick sand faced cement plaster with on 260.48 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.

30 P & L 24" x 24" vitrified 8 mm thick tile flooring 135.55 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)

31 Providing and laying polished Kota stone slab 19.86 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.

32 Providing and laying broken chine mosaic 146.31 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.

33 (A) Providing and laying internal cement based 146.31 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

34 Finishing wall with water proofing cement paint 260.48 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.

35 Wall painting (two coats) with plastic emulsion 641.67 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 roofs.

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