New Gujarat Pattern 2025-26 Construction of Haat Bazar at Village Raigadh Ta. Nizar Dist.Tapi.

Name of Work:- New Gujarat Pattern Yojana 2025-26- Construction of Haat Bazar at Village Raigadh

Ta. Nizar 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 25.56 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 Filling available excavated earth (excluding rock 12.78 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 38.92 Cum. 296.30

selected soil in layers of 20cm thickness including

watering ramming and consolidating etc.

4 Providing and laying cement concrete 1:2:4 (1- 18.42 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 4.73 Cum. 4759.02

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 0.77 Cum. 9502.51

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 9.14 Cum. 6376.58

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 2.40 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 500/500D 3530.17 kg 77.29

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

placing in position complete for all floor.

10 Providing and laying controlled cement concrete 3.24 Cum. 9502.51

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 Providing laying controlled cement concrete M 0.63 Cum. 9510.71

200 R.C.C lintel including finishing smooth

with,curing etc. complete including the cost of

formwork but excluding the cost of reinforcement

12 Brick work using common burnt clay building 44.65 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

13 Providing 15mm thick cement plaster in single 320.76 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)

14 20 mm thick sand faced cement plaster with on 161.48 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.

15 Finishing wall with water proofing cement paint of 161.48 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

16 Wall painting (two coats) with plastic emulsion 320.76 Sqmt 127.52

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

17 Steel work, welded in built up sections framed 16.70 Qui 9108.49

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.

18 Providing corrugated G.I. sheet of class-3 roofing 166.56 Sqmt 734.19

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 sheet.

19 Providing and laying polished Kota stone slab 146.07 Sqmt 1103.87

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

20 Providing Green Marble for Stair Toppa & Riser 14.45 Sqmt 2518.94

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

21 Providing and fixing rolling shutters of approved 55.82 Sqmt 4546.01

make made of 80 mm wide M.S. laths inter-

locked together through their entire length and

jointed together at the ends by end locks

mounted on specially designed pipe shaft with

bracket plates, guide channels and arragements

for inside and outside locking with push-pull

operation including the cost of hood cover and

spring etc. complete. (B) Shutters having width

3.5 M. and above

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