Construction of RCC Drain and PCC Road from Prabhu Chaudhary house to Md Ezahar Alam house in ward no. 12

Construction of RCC Drain and PCC Road from Prabhu Chaudhary house to Md Ezahar Alam house in ward no. 12

ESTIMATED COST :- 2496600

EARNEST MONEY :- 50000

COST OF B.O.Q. :- 5000

BID PROCESSING FEE :- As Per Eproc

TIME OF COMPLITION :- 04 Month

Sl. No. Name of Items Units Quantity Rate

In Figure In Words Amount

1 Earth work in excavation in foundation 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. Per M3 183.98 360.7 Three Hundred Sixty Rupees and Seventy Paisa Only 66362

2 Dismantling of Brick Work…………..Do…………….. Per M3 52.65 823.7 Eight Hundred Twenty Three Rupees & Seventy Paisa only 43368

3 Dismantling of Concrete Work…………..Do……………. Per M3 17.55 970.9 Nine Hundred Seventy Rupees And Ninety Paisa Only 17039

4 Supplying and Filling in plinth with local sand and under floors including, watering , ramming consolidating and dressing complete. Per M3 17.55 287.3 Two Hundred Eighty Seven Rupees And Thirty Paisa Only 5042

5 Supplying and Filling in plinth with local sand and under floors including, watering , ramming consolidating and dressing complete. Per M2 175.5 283.3 Two hundred Eighty Three Rupees & Thirty Paisa only 49719

6 Providing and laying in position Cement concrete of………..E/…….. Per M3 41.58 4649 Four Thousand Six Hundred Forty Nine Rupees And Zero Paisa Only 232191

7 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of Centring ,shuttering, finishing and reinforcement-All work puto plinth level 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) Per M3 90.39 5670 Five Thousand Six Hundred Seventy Rupees And Zero Paisa Only 512511

8 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete Thermo-Mechanically Treated bars TMTC-500-10mm dia. Per Kg 7231.2 92.60.00 Ninety Two Rupees and Sixty Paisa Only 669609

9 Centring and shuttering including strutting, propping etc. and removal of form for.Foundations, footings, bases of columns etc. for mass concrete. Per M2 140.4 211.6 Two Hundred Eleven Rupees and Sixty Paisa Only 29709

10 Centring and shuttering including strutting, propping etc. and removal of form for.Walls (any thickness) including attached pilasters. Butteresses, plinth and string courses etc. Per M2 561.6 375.1 Three Hundred Seventy Five Rupees And Ten Paisa Only 210656

11 Centring and shuttering including strutting, propping etc. and removal of form for.Suspended floors, roofs, landings, balconies and access platform with water proofply 12 mm thick. Per M2 175.5 437.5 Four Hundred Thirty Seven Rupees & Fifty Paisa Only 76781

12 CARRIAGE OF MATERIAL

(i) BRICKS %O 0 1367.69 One Thousand Three Hundred Sixty Seven Rupees And Sixty Nine Paisa Only 0

(ii) LOCAL SAND - M3 20.04 310.46 Three Hundred Ten Rupees And Forty Six Paisa Only 6222

(iii) COURSE SAND M3 56.75 727.5 Seven Hundred Twenty Seven Rupees And Fifty Paisa Only 41285

(iv) STONE CHIPS M3 113.5 2591.81 Two Thousand Five Hundred Ninety One Rupees And Eighty One Paisa Only 294167

(v) CEMENT+Steel MT 60.02 461.2 Four Hundred Sixty One Rupees And Twenty Paisa Only 27682

(vi) Earth Disposel MT 190.64 276.04 Two Hundred Seventy Six Rupees And Four Paisa Only 52623

(vii) Carrege of Material by Manual Labor EACH 41 388 Three Hundred Eighty Eighty Rupees And Zero Paisa Only 15908

Different Cost of Materials (i) Cement Bags 1056 30.73 Thirty Rupees And Seventy Nine Paisa Only 32451

Less Cost of bricks %O -5665 4852 -27487

13 SIAGNIORANG FEE 9200

14 SIGNBOARD AND PHOTO EACH 1 4500 4500