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Construction Planning and Management

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
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

500 cum
1500 cum
1000 cum
2000 cum

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

9 days
19 days
14 days
13 days

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Construction Planning and Management
The time by which activity completion time can be delayed without affecting the start of succeeding activities, is known as

Total float
Duration
Interfering float
Free float

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Construction Planning and Management
The area under the Beta distribution curve is divided into two equal parts by

Most likely time
Optimistic time
Pessimistic time
Expected time

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Construction Planning and Management
Critical path method

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

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