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Construction Planning and Management

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

Total float
Interfering float
Duration
Free float

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

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

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Construction Planning and Management
For the supply of materials for concrete, form work reinforcing and placing of concrete, removal of form work and curing of concrete, number of bar(s) required on bar chart, is

2
1
4
3

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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
A critical ratio scheduling

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

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Construction Planning and Management
A tractor whose weight is 20 tonnes has a drawbar pull of 2500 kg, when operated on a level road having a rolling resistance of 30 kg per tonne. If this tractor is operated on a level road having a rolling resistance of 40 kg per tonne, then the drawbar pull of the tractor will

Increase by 200 kg
Reduce by 200 kg
Reduce by 250 kg
Increase by 250 kg

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