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Construction Planning and Management

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
The critical activity has

Maximum float
Zero float
Minimum float
None of these

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Construction Planning and Management
While scheduling a project by C.P.M.

Net work is drawn by connecting the activities and the events
All listed here
Required time for each activity is established
A project is divided into various activities

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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

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

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

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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

4 days
6 days
10 days
16 days

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