NEW GUJRAT PATTERN Year 2025-26 Construction of Community Hall Navagam (Saputara) Ta. Ahwa Dist.Dang.

Name of Work:- TASP NEW GUJRAT PATTERN Year 2025-26 Construction of Community Hall

Navagam (Saputara) Ta. Ahwa Dist.Dang.

: : 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 including 34.43 Cum. 275.33

sorting out and stacking of useful materials and disposing

off the excavated stuff upto 50 Meter lead.(C) Hard

2 Excavation for foundation for depth from 1.5 m to 3.0 m 22.68 Cum. 309.04

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 28.56 Cum. 137.48

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 33.90 Cum. 304.60

soil in layers of 20cm thickness including watering

ramming and consolidating etc. complete

5 Providing and laying cement concrete 1:2:4 (1- Cement : 10.70 Cum. 3824.11

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 M.200 8.44 Cum. 4270.69

and curing complete the cost of formwork but excluding

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-200 1.74 Cum. 8698.07

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 M.200 5.27 Cum. 6539.02

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

9 Brick work using common burnt clay building brick having 1.48 Cum. 4279.98

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

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

fine sand) (B) Convention.

10 Providng TMT bars renforcement of FE 500/500D for 4913.79 Kgs 77.29

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

position complete for all floor.

11 Providing and laying controlled cement concrete M.200 2.65 Cum. 8698.12

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)

12 Providing and laying controlled cement concrete M.200 0.75 Cum. 8739.53

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 4.98 Cum. 6979.10

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)

14 Providing laying controlled cement concrete M 200 R.C.C 0.30 Cum. 10576.23

lintel including finishing smooth with,curing etc. complete

including the cost of formwork but excluding the cost of

15 Providing and laying controlled cement concrete M.200 7.55 Cum. 7250.79

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)

16 Brick work using common burnt clay building brick 16.18 Cum. 4575.58

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

17 Brick work using common burnt clay building brick 5.62 Cum. 4618.35

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 F.F

18 Providing and laying Machine cut, Free edges, Machine 8.46 Sqmt 2576.11

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

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

19 Providing and fixing flush door both sides laminated 2.52 Sqmt 4501.57

andshutter fabricated from 35 mm thick solid core

malemine faced three layered pre laminated flat pressed

wood based exterior grade bonded BWP/BWR synthetic

resin having stamped IS 12823 grade I type II including

three coats of lacquer polishing to exposed wooden

surfaces and Stainless steel decorative type designs

fixtures / fastening 2Nos. Handles, 2Nos. Aldropes,

towerbolt etc. as per architectural detailed drawing and as

directed by engineer in charge..

20 Providing and fixing window having extruded aluminum 7.20 Sqmt 1591.88

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

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

21 Providing & fixing M.S. grill / M.S. door of required pattern 270.00 Kgs 173.72

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

22 Providing 15mm thick cement plaster in single coat on 91.83 Sqmt 239.93

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)

23 Providing 15mm thick cement plaster in single coat on 27.36 Sqmt 268.65

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 coat on 64.12 Sqmt 210.19

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 upto 154.71 Sqmt 365.96

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 Providing throating or plaster drip and moulding to R.C.C. 11.90 rmt 45.33

27 P & L 24" x 24" vitrified 8 mm thick tile flooring over 20 59.73 Sqmt 1195.34

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 antiskit

28 Providing Green Marble for Stair Toppa & Riser storage 5.97 Sqmt 2582.57

cabat partion,self complate with material like cement,

marble, camical etc complate including all Labour work

complate as per drawing and direction by Site Engineer

29 Providing and laying broken chine mosaic flooring for 57.40 Sqmt 779.70

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.

30 (A) Providing and laying internal cement based water 57.40 Sqmt 899.61

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 order and

as directed and specified by the Eng-in-charge.

31 Finishing wall with water proofing cement paint of on wall 154.71 Sqmt 122.14

surface ( Two coats) to give an approved brand

manufacture and of requred shape even shade after

throughtly brushing of loose powered materials.

32 Wall painting (two coats) with plastic emulsion paint of 155.95 Sqmt 131.76

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.

33 Providing and fixing in position 300 mm high, 150 mm 20.00 Nos 757.50

wide English/Gujarati letters made from 1.0 mm thick

stainless steel sheet as directed by Engineer in charge

with all necessary tools & plants etc. complete.

34 Providing and fixing marble slab including engraving and 1.00 Nos 1012.65

painting complete. (i) Size 75cm x 60cm x 4cm.

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.

Deputy Executive Engineer Executive Engineer

Panchayat ( R & B) Sub Division Panchayat (R & B) Division

Signature of the contractor