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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

Event
Float
Constraint
Duration

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

1920
1940
1910
1930

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Construction Planning and Management
Critical path lies along the activities having total float

Positive
Zero
Negative
Same

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Construction Planning and Management
Critical path method

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

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Construction Planning and Management
A tractor shovel has a purchase price of Rs. 4.7 lacs and could save the organization an amount of rupees one lac per year on operating costs. The salvage value after the amortization period is 10% of the purchase price. The capital recovery period will be

4.23 years
7.87 years
3.7 years
5 years

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Construction Planning and Management
A father notes that when his teenage daughter uses the telephone, she takes not less than 6 minutes for a call and som? times as much as an hour. Fifteen minutes call are more frequent than calls of any other duration. If these phone calls were an activity in PERT project, then phone calls expected duration will be

27 minutes
15 minutes
20.143 minutes
21 minutes

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