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Construction Planning and Management

Construction Planning and Management
If an activity has its optimistic, most likely and pessimistic times as 2, 3 and 7 respectively, then its expected time and variance are respectively

3.5 and 25/36
4 and 5/6
3.5 and 5/6
5 and 25/36

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Construction Planning and Management
If the gross vehicle weight of a truck is 30 tonne and rolling resistance is 30 kg/tonne, then the tractive effort required to keep the truck moving at a uniform speed is

300 kg
1000 kg
900 kg
30 kg

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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

2000 cum
500 cum
1500 cum
1000 cum

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Construction Planning and Management
Consider the following features/factors: 1. Projects are of the non-repetitive type 2. Time required need not be known 3. Time required is known precisely 4. Events have been established for planning 5. Emphasis is given to activities of project PERT is preferred for planning because of

3, 4 and 5
1, 2 and 4
1, 3 and 4
1, 2 and 5

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Construction Planning and Management
The first method invented for planning projects, was

Programme Evaluation and Review Technique (PERT)
Milestone chart
Critical path method (CPM)
Bar chart method

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Construction Planning and Management
The rated loads of lifting cranes, as percentage of tipping load at specified radius, for crawler-mounted and pneumatic tyre-mounted machines would be respectively

80 and 90
75 and 83
90 and 80
85 and 75

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