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Construction Planning and Management

Construction Planning and Management
For the network shown in the given figure, the expected time for the activity

3-4 is 8
1-2 is 4
2-3 is 7
All listed here

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Construction Planning and Management
A CPM family includes

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

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Construction Planning and Management
The time by which a particular activity can be delayed without affecting the preceding and succeeding activities is known as

Interfering float
Free float
Independent float
Total float

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

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

Vibration
Pressing
Kneading
Tamping

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

Crash time
Slow time
Normal time
Standard time

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