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Construction Planning and Management

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

14 days
19 days
9 days
13 days

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Construction Planning and Management
Consider the following features/factors: 1. Projects are of the non-repetitive type 2. Time required need not be known 3. Time required is known precisely 4. Events have been established for planning 5. Emphasis is given to activities of project PERT is preferred for planning because of

3, 4 and 5
1, 2 and 4
1, 3 and 4
1, 2 and 5

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Construction Planning and Management
In the given figure, the network of a project represents

Activity of an excavation of a footing
None of these
Activity of an excavation which starts at event No. 1 and ends at even No. 2
Activity of excavation which takes 8 units of time

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Construction Planning and Management
For the execution of a project, a contractor is

All listed here
A person
An agency
A firm

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Construction Planning and Management
The critical activity has

Maximum float
None of these
Zero float
Minimum float

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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
Less than X
Any of the above
More than X

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