JP Swbhandol (Education 2025-26) Const. of Compound Wall in Dadhvada-2 Primary School at Village Dadhvada Ta. Mandvi Dist.Surat. (2nd time)

Name of work:-JP Swbhandol (Education 2025-26) Const. of Compound Wall in Dadhvada-2 Primary School at

Village Dadhvada Ta. Mandvi Dist.Surat.

Bill Of Quantities (A)

Percentage Rate Tender

Item Description of Item Quantity Unit Rate in Amount

No. (with brief Specification and reference to book of specifications) Figures

1 Excavation for foundation upto 1.5 m depth including sorting 43.20 Cum. 268.93

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 21.60 Cum. 136.92

plinth, slides of foundations etc. in layers not exceeding 20 cm

in depth consolidating each deposited layer by ramming and

3 Providing and laying cement concrete 1:2:4 (1- Cement : 2- 3.60 Cum. 3741.69

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.250 and 8.45 Cum. 4661.83

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-250 and 1.38 Cum. 9540.19

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.250 and 4.66 Cum. 6412.67

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

7 Brick work using common burnt clay building brick having 2.33 Cum. 4214.33

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. 2825.56 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 3.45 Cum. 9503.27

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)

10 Providing and casting in situ ordinary cement concrete M-150 2.33 Cum. 4232.51

for coping, over riding returns including formwork curing and

finishing complete.

11 Brick work using common burnt clay building brick having 28.72 Cum. 4503.05

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

Item Description of Item Quantity Unit Rate in Amount

No. (with brief Specification and reference to book of specifications) Figures

12 Providing 15mm thick cement plaster in single coat on Rough 150.00 Sqmt 161.20

(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 wall upto all 150.00 Sqmt 315.69

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.

14 Finishing wall with water proofing cement paint of on wall 150.00 Sqmt 120.27

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 paint of 150.00 Sqmt 90.09

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.

Rs. Six Lack Thirteen Thousand Seven Hundred Fourty Seven and Paise Two Only.

Deputy Executive Engineer

Panchayat (R&B) Sub-Division

I/We am/are willing to carry out the work at ………………………………………………..% above/below (percent should be written in

figures and words) of the estimated rates mentioned above. Amount of my/our tender works out as under.

*Estimated amount *Estimated amount

Put To Tender Rs…..613747.02 Put To Tender Rs…..613747.02

Deduct ……. % below Rs……………………..…. Add ……. % Above Rs…………..….

Net Rs. …………………….… Total Rs. ………….…

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 be made.

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

Signature of the contractor Executive Engineer

કોન્ટ્રાકટરની સહી Panchayat (R&B) Division