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Construction Planning and Management

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
Event
Float
Duration

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Construction Planning and Management
PERT analysis is based on

All listed here
Pessimistic time
Optimistic time
Most likely time

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

Crash time
Normal time
Slow time
Standard time

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Construction Planning and Management
The main disadvantage of line organization, is

Extraordinary delay in communications
All listed here
Top level executions over work
Rigid structure

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Construction Planning and Management
Residential buildings are treated as

Light construction
Heavy construction
Private construction
Industrial construction

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

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