Construction of Compound Wall in Various villages in Vansda taluka Dist Navsari. (Package no-9)

Name of Work:- ન્ય ૂકિલયસ બજેટ 2025-26 (Package no-9) Construction of Compound Wall in Various villages in

Vansda taluka Dist Navsari.[1]Const. of Compound Wall in Ashramshala At Village Chounda Ta. Vansda Dist

Navsari.[2]Const. of Compound Wall in Uttar Buniyadi Ashramshala At Village Raibor Ta. Vansda Dist

: : 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 including sorting 324.00 Cum. 261.82

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 in trenches 162.00 Cum. 133.66

plinth, slides of foundations etc. in layers not exceeding

cm in depth consolidating each deposited layer by ramming

3 Providing and laying cement concrete 1:2:4 (1- Cement : 2- 27.00 Cum. 3713.67

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)

4 Providing and laying controlled cement concrete M.200 and 65.72 Cum. 4260.08

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)

5 Providing and laying controlled cement concrete M-200 and 6.64 Cum. 9380.58

curing complete including the cost of form work but

excluding cost of reinforcement for reinforced concrete

work for Column upto plinth level.

6 Providing and laying controlled cement concrete M.200 and 22.36 Cum. 6289.04

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

7 Brick work using common burnt clay building brick having 22.36 Cum. 4121.55

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

and plinth in cement mortar 1:6 ( 1 Cement: 6 fine sand) (B)

8 Providng TMT bars renforcement of FE 500/500D for R.C.C. 12903.32 kg 77.29

work including bending binding and placing in position

complete for all floor.

9 Providing and laying controlled cement concrete M.200 and 16.56 Cum. 9380.63

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 Brick work using common burnt clay building brick having 149.04 Cum. 4403.40

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

11 Providing 15mm thick cement plaster in single coat on Rough 720.00 sqmt 176.10

(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)

12 20 mm thick sand faced cement plaster with on wall upto all 936.00 sqmt 339.15

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

13 Finishing wall with water proofing cement paint of on wall 720.00 sqmt 117.41

surface ( Two coats) to give an approved brand manufacture

and of requred shape even shade after throughtly brushing

of loose powered materials.

14 Wall painting (two coats) with plastic emulsion paint of 936.00 sqmt 86.60

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

15 Providing and fixing Decorative Entrance Gate made out of 555.12 kg 170.90

cast iron and various mild steel tabular section combination

the Ornamental entrance gate should be fixed at column

including pattern and die making , cutting , welding

grinding, fabrication , fixing in position at column with

necessary pedestal, bearing block and other locking

arrangement. The entrance gate should be painted with two

coats of priming coat of paint, and two coat of oil paint etc

complete. As per detail design and directed by engineer in

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