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Construction Planning and Management

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

0.5
0.999
0.841
1

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

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Construction Planning and Management
Consider the following statements: In the critical path method of construction planning, Free Float can be. 1. Greater than Total Float. 2. Greater than Independent Float 3. Equal to Total Float. 4. Less than Independent Float

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

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Construction Planning and Management
Interfering float is the difference between

Free float and independent float
Total float and free float
Total float and independent float
None of these

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Construction Planning and Management
The time which results in the least possible construction cost of an activity, is known as

Standard time
Crash time
Normal time
Slow time

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Construction Planning and Management
If the expected time for completion of a project is 10 days with a standard deviation of 2 days, the expected time of completion of the project with 99.9% probability is

10 days
16 days
4 days
6 days

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