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Construction Planning and Management

Construction Planning and Management
What estimate would you give for the variance in above problem ?

81
36
54
9

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Construction Planning and Management
If D is the duration, ES and EF are the earliest start and finish, LS and LF are latest start and latest finish time, then the following relation holds good

LF = LS + D
LS = LF - D
All listed here
EF = ES + D

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Construction Planning and Management
Pick up the PERT event from the following:

Digging of foundation completed
All listed here
Laying of concrete started
Digging of foundation started

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Construction Planning and Management
For the network shown in the given figure, the expected time for the activity

All listed here
1-2 is 4
2-3 is 7
3-4 is 8

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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

1500 cum
2000 cum
500 cum
1000 cum

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Construction Planning and Management
Which of the following is not a PERT event?

Sessional work completed
Site investigation started
Class is being attended
Bus starts from Jaipur

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