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Construction Planning and Management

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

9
54
81
36

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

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Construction Planning and Management
PERT technique of network analysis is mainly useful for

Small projects
Research and development projects
Deterministic activities
Large and complex projects

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Construction Planning and Management
CPM is

All listed here
Synthesising in concepts
Is based on time estimate
Is built of activities oriented programme

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Construction Planning and Management
Economic saving of time results by crashing

Cheapest critical activity
Cheapest noncritical activity
Costliest noncritical activity
Costliest critical activity

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Construction Planning and Management
The independent float affects only

Succeeding activities
The particular activity involved
Preceding activities
None of these

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