New Gujarat Pattern 2025-26. Const. of Pavalian Shed in Cricket Ground at Village Bardipada Ta.Dolvan Dist.Tapi.

Name of Work:- New Gujarat Pattern Yojana 2025-26 Const. of Pavalian Shed in Cricket Ground at

Village Bardipada Ta. Dolvan 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 28.80 Cum. 261.82

including sorting out and stacking of useful

materials and disposing off the excavated stuff

upto 50 Meter lead.(C) Hard Murrum

2 Filling available excavated earth (excluding rock 14.40 Cum. 133.66

in trenches plinth, slides of foundations etc. in

layers not exceeding 20 cm in depth

consolidating each deposited layer by ramming

3 Filling in foundation and plinth with murrum or 78.74 Cum. 296.30

selected soil in layers of 20cm thickness

including watering ramming and consolidating

4 Providing and laying cement concrete 1:2:4 (1- 14.22 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)

5 Providing and laying controlled cement concrete 7.02 Cum. 5018.69

M.200 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

6 Providing and laying controlled cement concrete 0.81 Cum. 8871.33

M-200 and curing complete including the cost of

form work but excluding cost of reinforcement

for reinforced concrete work for Column upto

7 Providing and laying controlled cement concrete 10.62 Cum. 6375.70

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

8 Brick work using common burnt clay building 5.26 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)

9 Providng TMT bars renforcement of FE 3502.94 kg 77.29

500/500D for R.C.C. work including bending

binding and placing in position complete for all

10 Providing and laying controlled cement concrete 4.32 Cum. 8871.37

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)

11 Brick work using common burnt clay building 34.48 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

12 Providing 15mm thick cement plaster in single 123.42 Sqmt 222.25

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)

13 20 mm thick sand faced cement plaster with on 111.64 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. complete.

14 Finishing wall with water proofing cement paint 111.64 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.

15 Wall painting (two coats) with plastic emulsion 123.42 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.

16 Steel work, welded in built up sections framed 24.40 Qui 9951.07

work including cutting, hoisting, fixing in position

and applying a priming coat of red lead paint. (D)

In trussses and trussed purlins, upto 25 M. span

and 15 M. ovarall height.

17 Providing corrugated G.I. sheet of class-3 168.10 Sqmt 734.19

roofing fixed with glavanished iron J or L Hooks,

Bolts and nuts 8mm diameter with bitumen and

G.I. limpet washer or G.I. limpet washer. filled

with white lead complete excluding the cost of

purlins, Rafters and Trusses.(1) 0.80 mm thick

18 Providing and laying polished Kota stone slab 107.26 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.

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