TASP NEW GUJARAT PATTERN Year 2025-26 Construction of Community Hall Hanvantchod Ta. Ahwa Dist.Dang.

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

Hanvantchod Ta. Ahwa Dist.Dang.

: : BILL OF QUANTITY.' : :

Percentage Rate Tender

It. Description of Item (with brief Specification Quantit Rate In

No. and reference to book of specifications) y 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 Murrum

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

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 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 33.90 Cum. 304.60

selected soil in layers of 20cm thickness including

watering ramming and consolidating etc. complete

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

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 8.44 Cum. 4270.69

M.200 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- 1.74 Cum. 8698.07

200 and curing complete including the cost of form

work but excluding cost of reinforcement for

reinforced concrete work for Column upto plinth

8 Providing and laying controlled cement concrete 5.27 Cum. 6539.02

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

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

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

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

placing in position complete for all floor.

11 Providing and laying controlled cement concrete 2.65 Cum. 8698.12

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)

12 Providing and laying controlled cement concrete 0.75 Cum. 8739.53

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 4.98 Cum. 6979.10

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)

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

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

etc. complete including the cost of formwork but

excluding the cost of reinforcement

15 Providing and laying controlled cement concrete 7.55 Cum. 7250.79

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)

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, 8.46 Sqmt 2576.11

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.)

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

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 7.20 Sqmt 1591.88

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

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

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

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.

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

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)

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

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)

24 Providing 10mm thick cement plaster in single coat 64.12 Sqmt 210.19

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 154.71 Sqmt 365.96

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 Providing throating or plaster drip and moulding to 11.90 rmt 45.33

R.C.C. Chhajja.

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

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

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

storage 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

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 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

with water for a minimum period of two weeks for

curring and for final test. all above operations to be

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

wall 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 155.95 Sqmt 131.76

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.

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

mm 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.

34 Providing and fixing marble slab including engraving 1.00 Nos 1012.65

and 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

*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