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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

Duration
Event
Constraint
Float

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Construction Planning and Management
If the excavation of earth is done manually then it costs Rs. 10 per cum. A machine can excavate at a fixed cost of Rs. 4000 plus a variable cost of Rs. 2 per cum. The quantity of earth for which the cost of excavation by machine will be equal to the cost of manual excavation is

2000 cum
500 cum
1000 cum
1500 cum

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Construction Planning and Management
Mile Stone charts were invented in the year of

1920
1910
1930
1940

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Construction Planning and Management
Various activities of a project, are shown on bar charts by

Crosses
Dots
Vertical lines
Horizontal lines

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Construction Planning and Management
Updating may result in

Decrease of project completion time
Change of critical path
Increase of project completion time
All of these

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Construction Planning and Management
In the time-cost optimisation, using CPM method for network analysis, the crashing of the activities along the critical path is done starting with the activity having

Highest cost slope
Longest duration
Shortest duration
Least cost slope

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