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Construction Planning and Management

Construction Planning and Management
The difference between the time avail-to do a job and the time required to do the job, is known as

Float
Duration
Constraint
Event

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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

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

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Construction Planning and Management
The process of incorporating changes and rescheduling or replanning is called

Resource smoothening
Critical path scheduling
Updating
Resource levelling

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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

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

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Construction Planning and Management
Critical path method

Provides a realistic approach to daily problems
Is an improvement upon bar chart method
All listed here
Avoids delays which are very common in bar charts

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Construction Planning and Management
The critical activity has

None of these
Zero float
Minimum float
Maximum float

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