Let us make a cost analysis of the excavation of the footing pit by JCB for the below-given drawing.
Given data:
Adjusted size of the footing pit = 6ft. × 6ft.
Depth of footing pit = 5ft.
No. of footings = 12nos.
Calculation:
The volume of the total excavation
= [12nos. × L × B × H]
= [12nos. × 6ft. × 6ft. × 5ft.]
= 2160 cu ft.
The market rate for the JCB excavation is INR 800/- to INR 1200/- per hour., depending upon the regional availability & demand.
Let us consider an average rate of INR 1000/- per hour, for the calculation purpose.
The excavation capacity of the JCB ranges from 700 cu ft. to 1100 cu ft. per hour, depending upon the type of soil & bucket capacity.
Let us consider an average excavation capacity of 900 cu ft./ hour for the calculation.
The cost of excavation of all the footings
= [(Total vol. of excavation ÷ excavation capacity/hr. ) × JCB rate
= [(2160 cu ft. ÷ 900 cu ft/hr. ) × INR 1000/-
=[2.4hour × 1000/hour ]
= INR 2400/- (theoretical cost)
But when we do the excavation practically, the JCB takes 3mins. extra time per footing, to reset in line with individual footing.
Total time taken by JCB,
= [(Total vol. of excavation ÷ excavation capacity/hr ) + ( extra time to reset) ]
= [(2160 cu ft. ÷ 900 cu ft/hr) + (no. of footings × extra time per footing )]
= [ 2.4hour + ( 12nos. × 0.05 hrs )]
{as 1 hr. = 60min., 3min = 0.05 hr.}
= [ 2.4 hour + 0.6 hour ]
= 3 hours.
The actual cost of excavation
= excavation time × JCB rate/hr.
= 3 hour × 1000/ hr.
= INR 3000/-
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