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Construction Planning and Management

Construction Planning and Management
What estimate would you give for the variance in above problem ?

54
81
36
9

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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

Interfering float
Total float
Free float
Duration

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Construction Planning and Management
For completion of a project, the critical path of the network represents

Minimum time
Maximum time
Maximum cost
Minimum cost

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Construction Planning and Management
For excavating utility trenches with precise control of depth, the excavation equipment used is

Shovel
Dragline
Hoe
None of these

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Construction Planning and Management
The independent float affects only

Preceding activities
Succeeding activities
None of these
The particular activity involved

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

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