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Construction Planning and Management

Construction Planning and Management
The probability of completion of any activity within its expected time is

1
0.999
0.841
0.5

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Construction Planning and Management
The basic action involved in sheep foot rolling is

Kneading
Vibration
Tamping
Pressing

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Construction Planning and Management
If D is the duration, ES and EF are the earliest start and finish, LS and LF are latest start and latest finish time, then the following relation holds good

All listed here
LF = LS + D
EF = ES + D
LS = LF - D

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

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

Superintending Engineer
Executive Engineer
Assistant Engineer
Chief Engineer

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Construction Planning and Management
If the output of a drag-line for 90° angle of swing at optimum depth of cut is X, then the output for 120° angle of swing at 120 % of optimum depth of cut will be

More than X
Equal to X
Less than X
Any of the above

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