09.2.3 1000 mm dia Considering executing 1000 mm /40 inch dia & 30 meter long 1.8 No pile in a day. 1) Man-Power
2) Rent in/c mobilization, demobilization,
h) Hire Charge of excavator 1 no @ Tk. 10,000.00 per day = Tk. 10,000.00
3) Fuel Consumption a) Fuel Consumption for rig set LS = Tk. 10,000.00 a) Fuel Consumption for crane, air compressor, excavator LS = Tk. 20,000.00 c) Fuel Consumption for generator, Dump truck, wheel loader, wheel bowser LS = Tk. 20,000.00 4) Bentonite 39 kg/cum @ Tk. 20.00 per kg = Tk. 19,843.20 |
Sub - Total = Tk. 252,503.20 Profit 10.00% = Tk. 25,250.32 Overhead 3.50% = Tk. 8,837.61 |
Total = Tk. 286,591.13 Add VAT with adjustment factor 1.06383 6.00% = Tk. 18,293.05 |
Grand Total = Tk. 304,884.18 Rate per meter = Tk. 5,646.00 |
Say, Tk. 5,646 .00 per meter |
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Item No.- 09.3 |
Removal of spoils/ mud accumulated during boring of cast in situ pile by wash or percussion method of different dia. with the help of mud pump and container set by truck. Considering 200cft of spoils/ mud removing work.
(6'-6" x 10'-0" x 4'-0" 1 trip @ Tk. 1,700.00 per trip = Tk. 1,700.00
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Total (A+B) = Tk. 2,610.00 Profit 10.00% = Tk. 261.00 Overhead 3.50% = Tk. 91.35 |
Total = Tk. 2,962.35 Add VAT with adjustment factor 1.06383 6.00% = Tk. 189.09 |
Grand Total = Tk. 3,151.44 Rate per cft = Tk. 15.76 Rate per cum = Tk. 556.56 |
Say, Tk. 557 .00 per cum |