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Construction Planning and Management

Construction Planning and Management
A CPM family includes

CPA (Critical Path Analysis)
All listed here
MCE (Minimum Cost Expenditure)
CPP (Critical Path Plotted)

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Construction Planning and Management
If a is the optimistic time, b is the pessimistic time and m is most likely time of an activity, the expected time of the activity, is

(a + 2m + b)/6
(a + m + b)/6
(a + 4m + b)/6
(a + 5m + b)/6

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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

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

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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

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

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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
1000 cum
1500 cum
500 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 projectPERT is preferred for planning because of

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

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