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Construction Planning and Management

Construction Planning and Management
If an activity has its optimistic, most likely and pessimistic times as 2, 3 and 7 respectively, then its expected time and variance are respectively

3.5 and 5/6
3.5 and 25/36
5 and 25/36
4 and 5/6

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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

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

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Construction Planning and Management
The grade resistance factor for an earth moving machine can be obtained by multiplying grade percentage by a factor approximately equal to

20 kg/tonne
2 kg/tonne
9 kg/tonne
6 kg/tonne

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Construction Planning and Management
If the expected time of completion of a project is 60 weeks with a standard deviation of 5 weeks, the probability of completing the project in 50 weeks and 65 weeks respectively will be

2.3% and 84.1%
97.7 % and 15.9%
15.9% and 97.7%
97.7% and 84.1%

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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

Constraint
Duration
Float
Event

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Construction Planning and Management
Consider the following statements: In the bar chart planning 1. Interdependence of the operations cannot be portrayed. 2. Progress of work can be measured. 3. Spare time of the activities can be determined. 4. Schedule cannot be updated.

1, 2 and 3 are correct
1 and 4 are correct
1, 2 and 4 are correct
2, 3 and 4 are correct

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