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Construction Planning and Management

Construction Planning and Management
The most suitable type of equipment for compaction of cohesive soils is

Vibratory rollers
Smooth-wheeled rollers
Tampers
Sheep foot rollers

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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
500 cum
2000 cum
1000 cum

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Construction Planning and Management
The original cost of an equipment is Rs.10,000. Its salvage value at the end of its total useful life of five years is Rs. 1,000. Its book value at the end of two years of its useful life (as per straight line method of evaluation of depreciation) will be

Rs. 5,000
Rs. 6,400
Rs. 7,600
Rs. 8,800

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Construction Planning and Management
Consider the following statements: In the bar chart planning 1. Interdependence of the operations cannot be portrayed. 2. Progress of work can be measured. 3. Spare time of the activities can be determined. 4. Schedule cannot be updated.

2, 3 and 4 are correct
1, 2 and 4 are correct
1 and 4 are correct
1, 2 and 3 are correct

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Construction Planning and Management
The area under the Beta distribution curve is divided into two equal parts by

Pessimistic time
Most likely time
Expected time
Optimistic time

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Construction Planning and Management
The independent float affects only

Succeeding activities
None of these
Preceding activities
The particular activity involved

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