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Construction Planning and Management

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

Standard time
Normal time
Slow time
Crash time

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

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Construction Planning and Management
The most suitable type of equipment for compaction of cohesive soils is

Sheep foot rollers
Tampers
Vibratory rollers
Smooth-wheeled rollers

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

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Construction Planning and Management
A critical ratio scheduling

Is a dynamic system
Determines the status of each activity
None of these
Adjusts automatically changes in activity progress

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Construction Planning and Management
Completion of an activity on CPM network diagram, is generally known

Event
All listed here
Connector
Node

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