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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
The Overall in-charge of an organization at the site responsible for the execution of the works, is

Executive Engineer
Junior Engineer
Assistant Engineer
Engineer

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Construction Planning and Management
The time by which a particular activity can be delayed without affecting the preceding and succeeding activities is known as

Total float
Independent float
Interfering float
Free float

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Construction Planning and Management
If to, tp and tm are the optimistic, pessimistic and most likely time estimates of an activity respectively, the expected time t of the activity will be

to + 4tm+ tp/4
to + 3tm+ tp/3
to + 4tm+ tp/6
to + 4tm+ tp/5

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

Positive
Negative
Same
Zero

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Construction Planning and Management
The three time estimates for the activities of the network shown in the given figure are shown above their arrows. The earliest expected time for the event 4, is

19
24
None of these
14

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