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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

Float
Event
Duration
Constraint

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Construction Planning and Management
The basic action involved in sheep foot rolling is

Tamping
Pressing
Vibration
Kneading

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Construction Planning and Management
The grade resistance factor for an earth moving machine can be obtained by multiplying grade percentage by a factor approximately equal to

2 kg/tonne
9 kg/tonne
6 kg/tonne
20 kg/tonne

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

Event
Node
All listed here
Connector

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Construction Planning and Management
If the excavation of earth is done manually then it costs Rs. 10 per cum. A machine can excavate at a fixed cost of Rs. 4000 plus a variable cost of Rs. 2 per cum. The quantity of earth for which the cost of excavation by machine will be equal to the cost of manual excavation is

1000 cum
2000 cum
1500 cum
500 cum

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Construction Planning and Management
A critical ratio scheduling

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

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