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Construction Planning and Management

Construction Planning and Management
What estimate would you give for the variance in above problem ?

9
36
81
54

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

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

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Construction Planning and Management
If the output of a drag-line for 90° angle of swing at optimum depth of cut is X, then the output for 120° angle of swing at 120 % of optimum depth of cut will be

Equal to X
Any of the above
More than X
Less than X

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Construction Planning and Management
Consider the following statements: In the bar chart planning 1. Interdependence of the operations cannot be portrayed. 2. Progress of work can be measured. 3. Spare time of the activities can be determined. 4. Schedule cannot be updated.

1, 2 and 4 are correct
1, 2 and 3 are correct
1 and 4 are correct
2, 3 and 4 are correct

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

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

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Construction Planning and Management
For completion of a project, the critical path of the network represents

Minimum cost
Maximum time
Minimum time
Maximum cost

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