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Dozer Hrs Calc: Total Hrs required to complete Project = Volume required to be moved Production = Max. Production x Correction Factors 1 Ramp Slope = 1% down hill 1 Grade Correction = 1 0.75 Operator capability = Average 0.83 Job Efficiency = (50min/hr) 19500 Total volume to be moved = 19,500 m3 Dozer available = D11 Max. Dozer distance = 100m Dozer Blade = Semi Universal 600 Dozer Max. Productivity = 600Lm3/hr Production = Max. Production x Correction Factors = 600 x 1x 0.75 x 0.83 = 373.5 Lm3/Hr Volume Required to be Moved = 0.3 x 65000 = 19500 m3 Total Hrs required to complete Project = Volume required to be mov = 19500 / 373.5 = 52.2088 62.6506 (safety factor = Total Days @ 9 hrs per day production = 5.80098

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Page 1: Dozer hrs

Dozer Hrs Calc:Total Hrs required to complete Project = Volume required to be moved x Production

Production = Max. Production x Correction Factors

1 Ramp Slope = 1% down hill1 Grade Correction = 1

0.75 Operator capability = Average0.83 Job Efficiency = (50min/hr)

19500 Total volume to be moved = 19,500 m3Dozer available = D11Max. Dozer distance = 100mDozer Blade = Semi Universal

600 Dozer Max. Productivity = 600Lm3/hr

Production = Max. Production x Correction Factors= 600 x 1 x 0.75 x 0.83= 373.5 Lm3/Hr

Volume Required to be Moved = 0.3 x 65000= 19500 m3

Total Hrs required to complete Project = Volume required to be moved x Production= 19500 / 373.5= 52.2088

62.6506 (safety factor = 1.2)

Total Days @ 9 hrs per day production = 5.80098

H25
Sujib Barman: Height of the area
J25
Sujib Barman: Area to be Pushed
Page 2: Dozer hrs

Volume required to be moved x Production


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