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Construction Planning and Management

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

54
36
81
9

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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
Any of the above
Less than X
More than X

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Construction Planning and Management
The critical activity has

Zero float
Minimum float
Maximum float
None of these

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Construction Planning and Management
Optimistic time, most likely time and pessimistic times for the activities of a network in the given figure are written above their arrows. If the contractual obligation time for the project is 75, the latest occurrence time for the event 2, is

20
25
35
15

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Construction Planning and Management
Interfering float is the difference between

None of these
Total float and free float
Total float and independent float
Free float and independent float

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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

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

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