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Construction Planning and Management

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

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Construction Planning and Management
The time which results in the least possible construction cost of an activity, is known as

Normal time
Crash time
Standard time
Slow time

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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.

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

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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
Any of the above
Equal to X
Less than X

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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

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

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Construction Planning and Management
Construction team means

All listed here
An engineer
An owner
An architect

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