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Construction Planning and Management

Construction Planning and Management
CPM is

Is built of activities oriented programme
All listed here
Synthesising in concepts
Is based on time estimate

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Construction Planning and Management
For the supply of materials for concrete, form work reinforcing and placing of concrete, removal of form work and curing of concrete, number of bar(s) required on bar chart, is

2
1
4
3

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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

Standard time
Optimistic time
Normal time
Crash time

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Construction Planning and Management
The normal time required for the completion of project in the above problem is

9 days
14 days
19 days
13 days

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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

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

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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

8 days
15 days
9 days
10 days

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