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Construction Planning and Management

Construction Planning and Management
What estimate would you give for the variance in above problem ?

81
36
9
54

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Construction Planning and Management
Which of the following does not represent an activity?

Foundation is being dug
The invitations are being sent
The office area is being cleaned
Site located

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Construction Planning and Management
The time which results in the least possible construction cost of an activity, is known as

Slow time
Crash time
Normal time
Standard time

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Construction Planning and Management
A tractor whose weight is 20 tonnes has a drawbar pull of 2500 kg, when operated on a level road having a rolling resistance of 30 kg per tonne. If this tractor is operated on a level road having a rolling resistance of 40 kg per tonne, then the drawbar pull of the tractor will

Increase by 250 kg
Increase by 200 kg
Reduce by 200 kg
Reduce by 250 kg

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Construction Planning and Management
If the output of a drag-line for 90° angle of swing at optimum depth of cut is X, then the output for 120° angle of swing at 120 % of optimum depth of cut will be

Equal to X
More than X
Any of the above
Less than X

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Construction Planning and Management
If the excavation of earth is done manually then it costs Rs. 10 per cum. A machine can excavate at a fixed cost of Rs. 4000 plus a variable cost of Rs. 2 per cum. The quantity of earth for which the cost of excavation by machine will be equal to the cost of manual excavation is

1500 cum
1000 cum
500 cum
2000 cum

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