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

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Construction Planning and Management
The time with which direct cost does not reduce with the increase in time is known as

Normal time
Crash time
Optimistic time
Standard time

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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

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

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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.

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

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Construction Planning and Management
PERT technique of network analysis is mainly useful for

Research and development projects
Small projects
Deterministic activities
Large and complex projects

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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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