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Construction Planning and Management

Construction Planning and Management
The direct cost of a project with respect to normal time is

Infinite
Zero
Maximum
Minimum

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

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Construction Planning and Management
If the expected time for completion of a project is 10 days with a standard deviation of 2 days, the expected time of completion of the project with 99.9% probability is

6 days
10 days
4 days
16 days

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Construction Planning and Management
For a given activity, the optimistic time, pessimistic time and the most probable estimates are 5, 17 and 8 days respectively, The expected time is

9 days
8 days
10 days
15 days

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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
Standard time
Normal time
Crash time

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Construction Planning and Management
The basic action involved in sheep foot rolling is

Kneading
Tamping
Pressing
Vibration

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