Construction of R.c.c Drain from Bipin G. house to Andha more house in ward no. 27

Construction of R.c.c Drain from Bipin G. house to Andha more house in ward no. 27

ESTIMATED COST :- 2186900

EARNEST MONEY :- 44000

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 260.3 360.7 Three Hundred Sixty Rupees and Seventy Paisa Only 93890

2 Dismantling of RCC Work…………..Do…………….. Per M3 28.5 1411.2 One Thousand Four Hundred Eleven Rupees And Twenty Paisa Only 40219

3 Dismantling of Concrete Work…………..Do……………. Per M3 11.25 970.9 Nine Hundred Seventy Rupees And Ninety Paisa Only 10923

4 Dismantling of RCC Work…………..Do…………….. Per M3 16.88 1411.2 One Thousand Four Hundred Eleven Rupees And Twenty Paisa Only 23814

5 Supply and filling in plinth with local sand under floors including watering, ramming consolidating and dressing as per direction of E/I. (vide Item 2.28 of Building schedule) Per M3 17.13 287.3 Two Hundred Eighty Seven Rupees & Thirty Paisa only 4920

6 Supplying and Filling in plinth with local sand and under floors including, watering , ramming consolidating and dressing complete. Per M2 171.25 283.3 Two hundred Eighty Three Rupees & Thirty Paisa only 48515

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 93.75 5670 Five Thousand Six Hundred Seventy Rupees And Zero Paisa Only 531563

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 6562.5 92.60.00 Ninety Two Rupees and Sixty Paisa Only 607688

9 Centring and shuttering including strutting, propping etc. and removal of form for.Foundations, footings, bases of columns etc. for mass concrete. Per M2 75 211.6 Two Hundred Eleven Rupees and Sixty Paisa Only 15870

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 605 375.1 Three Hundred Seventy Five Rupees And Ten Paisa Only 229636

11 Centring and shuttering including strutting, propping etc. and removal of form for.Foundations, footings, bases of columns etc. for mass concrete. Per M2 151.25 211.6 Two Hundred Eleven Rupees and Sixty Paisa Only 32005

12 CARRIAGE OF MATERIAL

(i) BRICKS %O 5528 1367.69 One Thousand Three Hundred Sixty Seven Rupees And Sixty Nine Paisa Only 7561

(ii) LOCAL SAND - M3 19.56 310.46 Three Hundred Ten Rupees And Forty Six Paisa Only 6072

(iii) COURSE SAND M3 40.31 727.5 Seven Hundred Twenty Seven Rupees And Fifty Paisa Only 29327

(iv) STONE CHIPS M3 80.63 2591.81 Two Thousand Five Hundred Ninety One Rupees And Eighty One Paisa Only 208965

(v) CEMENT+Steel MT 316.93 276.04 Two Hundred Seventy Six Rupees And Four Paisa Only 87484

(vii) Carrege of Material by Manual Labor EACH 25 410 For Hundred Ten Rupees and Zero Paisa Only 10250

Extra Cost of Brick %O 5528 270.23 Two Hundred Seventy Rupees And Twenty Three Paisa Only 1494

Extra Cost of Cement MT 37.5 752.25 Seven Hundred Fifty Two Rupees And Twenty Eight Paisa Only 28209

13 SIAGNIORANG FEE 8393.04

14 SIGNBOARD AND PHOTO EACH 1 4500 0