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

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Construction Planning and Management
The time corresponding to minimum total project cost is

Between normal time and crash time
Optimistic time
Crash time
Normal time

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

Sheep foot rollers
Tampers
Vibratory rollers
Smooth-wheeled rollers

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Construction Planning and Management
Grader is used mainly for

Finishing, shaping and trimming
Trimming and finishing
Finishing and shaping
Shaping and trimming

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Construction Planning and Management
Final technical authority of a project lies with

Chief Engineer
Superintending Engineer
Executive Engineer
Assistant Engineer

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

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