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

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Construction Planning and Management
The time by which activity completion time can be delayed without affecting the start of succeeding activities, is known as

Interfering float
Total float
Duration
Free float

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

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Construction Planning and Management
The first stage of a construction, is

Survey of the site
Preparation of estimate
Initiation of proposal
Preparation of tender

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Construction Planning and Management
The direct cost of a project with respect to normal time is

Infinite
Zero
Minimum
Maximum

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Construction Planning and Management
The technique for establishing and maintaining priorities among the various jobs of a project, is known

Slotting technique for scheduling
Event flow scheduling technique
Short interval scheduling
Critical ratio scheduling

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