Construction of PCC Road & RCC Drain with cover from House of Vivek Singh to house of lacho Singh in Ward No- 16

BILL OF QUANTITY Item L B D/H

1 Name Of Work नगर परिषद शेरघाटी अंतर्गत वार्ड संनखया 16 मे विवेक सिंह के घर से लअछो सिंह के घर तक पीसीसी सड़क एवं आरसीसी नाली निर्माण

2 Estimated Cost 964600.00

3 Cost Of BOQ 1250.00

4 Amount Of Earnest Money 19,300

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

6 Time Of Completion 6 month

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

1 15.3 Demolishing R.C.C. work including stacking of steel bars and disposal of unserviceable material withing 50 metres lead: cum 5.95 1411.20 8392.86

2 15.7.4 Demolishing brick work including stacking of serviceable material and disposal of unserviceable material within 50 meters lead: cum 14.81 823.70 12198.04

3 15.24 Demolishing dry brick pitching in floors, drains etc. including stacking serviceable material and disposal of unserviceable material within 50 metres lead. cum 2.97 535.60 1592.69

4 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 70.58 360.70 25457.00

5 2.2.1 Earthwork in rough excavation , banking excavated earth in layer not exceeding 20cm in depth,breaking clods watering, rolling each layer with 1/2tonne roller or wooden or steel rammer sand rolling every 3rd and topmost layer with power roller of minimum 8tonnes and dressing up in embankments for roads, floodbanks ,marginal bank sand guide banks or filling up ground depressions. lead upto 50 m and lift upto 1.5 mtr all kinds of soil.....do.....E/I cum 49.36 386.60 19084.00

6 16.78.2 Construction of granular sub-base by providing close graded Material conforming tospecifications,mixing inamechanicalmix plantatOMC,carriageofmixedmaterialbytipperstoworksite, for all leads&lifts, spreading inuniformlayersof specified thickness with motor grader on prepared surface cum 29.74 1239.40 36855.56

7 2.28 supplying and Filling in plinth with local sand and under floors including , watering , ramming consolidating and dressing complete. cum 22.73 287.30 6530.00

8 11.72 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 103 267.70 27616.00

9 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 29.74 3998.10 118890.00

10 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 41.91 4688.30 196508.00

11 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 3353.16 92.60 310502.00

12 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 340.61 211.60 72074.00

13 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 17.64 123.90 2186.00

10 6.1.12/1 Brick work with Bricks of class designation 100A in Foundations and plinth in Cement Mortar 1:4(1 cement : 4 coarse sand) cum 0.00 5017.90 0.00

14 Carraige Of Construction Material (5.36% extra GST added on Rate) 70525.00

Material Unit Qty. Rate Amount

Local sand Cum 24.27 326.61 7928.00

Coarse sand Cum 31.05 364.50 11316.00

Stone Chips Cum 62.09 774.05 48063.00

15 Seignorage Fee 6201.61

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

Coarse Sand m3 31.05 175.80 5457.97

Stone chips m3 62.09 595.36 36967.62

16 Shilapat & Photograph 1 NOS 5000.00 5000.00

Say As.. Additional [email protected]%(excluding carriage and seigniorage) 44910.70

GRAND TOTAL 964523.47

UD Div2 Gaya Jee UD Div2,Gaya Jee

UD Div2,Gaya Jee