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Construction Planning and Management

Construction Planning and Management
If a is the optimistic time, b is the pessimistic time and m is most likely time of an activity, the expected time of the activity, is

(a + 5m + b)/6
(a + m + b)/6
(a + 4m + b)/6
(a + 2m + b)/6

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

A person
An agency
A firm
All listed here

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Construction Planning and Management
The artificial activity which indicates that an activity following it, cannot be started unless the preceding activity is complete, is known as

Constraint
Free float
Event
Dummy

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Construction Planning and Management
For the supply of materials for concrete, form work reinforcing and placing of concrete, removal of form work and curing of concrete, number of bar(s) required on bar chart, is

2
3
1
4

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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
1500 cum
1000 cum
500 cum

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Construction Planning and Management
The most suitable type of equipment for compaction of cohesive soils is

Vibratory rollers
Tampers
Sheep foot rollers
Smooth-wheeled rollers

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