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CONSTRUCTION PLANNING AND MANAGEMENT

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

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

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Construction Planning and Management
Final technical authority of a project lies with

Assistant Engineer
Chief Engineer
Executive Engineer
Superintending Engineer

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Construction Planning and Management
The technique for establishing and maintaining priorities among the various jobs of a project, is known

Event flow scheduling technique
Slotting technique for scheduling
Critical ratio scheduling
Short interval scheduling

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Construction Planning and Management
If the total float and duration of an activity are 5 and 10 days respectively, the particular activity can be

Completed 5 days later
All listed here
Performed at slower rate in 15 days
Started 5 days later

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Construction Planning and Management
Optimistic time, most likely time and pessimistic times for the activities of a network in the given figure are written above their arrows. If the contractual obligation time for the project is 75, the latest occurrence time for the event 2, is

20
15
35
25

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