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Construction Planning and Management

Construction Planning and Management
CPM is

Is built of activities oriented programme
Is based on time estimate
Synthesising in concepts
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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
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Construction Planning and Management
The three time estimates for the activities of the network shown in the given figure are shown above their arrows. The earliest expected time for the event 4, is

19
24
None of these
14

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Construction Planning and Management
Critical path method

Avoids delays which are very common in bar charts
Provides a realistic approach to daily problems
Is an improvement upon bar chart method
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Construction Planning and Management
While scheduling a project by C.P.M.

Required time for each activity is established
Net work is drawn by connecting the activities and the events
A project is divided into various activities
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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
13 days
19 days

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