Construction of PCC Road & RCC Drain with cover from Ravidas Tola to house of kaulesh das to house of karu manjhi & PCC Road from house of munulal to house of khewan mistri in Ward No- 22

BILL OF QUANTITY Item L B D/H

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2 Estimated Cost 884000.00

3 Cost Of BOQ 1250.00

4 Amount Of Earnest Money 17,700

5 Bid Processing Fee (Through Online Payment) According to eproc-2

6 Time Of Completion 2 month

S.N S.O.R Items of Work Unit Quantity Rate Amount Original 200 3.70 0.45

1 2.8.1 Earth work in excavation in foundation in trenches or drains ( not exceeding 1.5 m in width or 10 sqm on plan ) including dressing of sides and ramming of bottoms , lift upto 1.5 m . Including getting out the excavated soil and disposal of surplus excavated soil as directed , within a lead of 50 m . ALL Kinds of soil. cum 48.85 360.70 17621.00

2 2.25A Excavating, supplying and filling of local earth (including royalty but excluding cairriage cost) by mechanical transport upto a lead of 3km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. If local earth is available at more than 3 km lead the actual lead must be approved by compitent authority. cairraiage of material will be paid seperately and calculated after deducting initial lead. cum 97.56 411.70 40164.00

3 2.28 supplying and Filling in plinth with local sand and under floors including , watering , ramming consolidating and dressing complete. cum 37.62 287.30 10808.00

4 16.78.2 Construction of granular sub-base by providing close graded Material conforming to specifications,mixing in a mechanical mix plant at OMC,carriage of mixed material by tippers to worksite, for all leads & lifts, spreading in uniform layers cum 55.29 1239.40 68525.45

5 11.74 Providing designation 100 A one brick on Flat soling joints filled with local sand including cost of watering , taxes ,royalty all complete as per building specification and direction of E/I Sqm 53 267.70 14306.00

6 4.1.3 Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete. cum 67.10 3998.10 268267.00

7 5.1.2 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring , shuttring , finishing and reinforcement - All work upto plinth level . In 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size ) cum 22.80 4688.30 106884.00

8 5.22.7B Providing Reinforcement for R.C.C work including straightening , cutting , bending , placing in position and binding all complete . Thermo-Mechanically Treated bars TMT Fe-500-10 mm dia. Kg 1595.87 92.60 147777.00

9 5.9.1 Providing centring and shuttring including strutting , propping etc. and removal of form for foundation , footings , bases of columns etc. for mass concrete. sqm 227.70 211.60 48180.00

10 2.26 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming and watering . cum 12.21 123.90 1513.00

11 6.1.12/1 Brick work with Bricks of class designation 100A in Foundations and plinth in Cement Mortar 1:6(1 cement : 6 coarse sand) cum 3.29 4819.90 15862.00

12 Carraige Of Construction Material (5.36% extra GST added on Rate) 91748.00

Material Unit Qty. Rate Amount

Local sand Cum 38.42 326.61 12549.00

Coarse sand Cum 40.43 364.50 14736.00

Stone Chips Cum 79.10 774.05 61224.00

13 Seignorage Fee 7590.04

Material Unit Qty Rate Amount Seigniorage @10% of Total Rs :-

Coarse Sand m3 40.43 175.80 7107.30

Stone chips m3 79.10 595.36 47090.64

14 Shilapat & Photograph 1 NOS 5000.00 5000.00

Say As.. Additional [email protected]%(excluding carriage and seigniorage) 39659.04

GRAND TOTAL 883904.53

UD Div2 Gaya Jee UD Div2,Gaya Jee

UD Div2,Gaya Jee