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Construction Planning and Management

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

9
54
81
36

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Construction Planning and Management
In the time-cost optimisation, using CPM method for network analysis, the crashing of the activities along the critical path is done starting with the activity having

Least cost slope
Shortest duration
Longest duration
Highest cost slope

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Construction Planning and Management
If a is the optimistic time, b is the pessimistic time and m is most likely time of an activity, the expected time of the activity, is

(a + m + b)/6
(a + 4m + b)/6
(a + 2m + b)/6
(a + 5m + b)/6

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Construction Planning and Management
The process of incorporating changes and rescheduling or replanning is called

Critical path scheduling
Updating
Resource levelling
Resource smoothening

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Construction Planning and Management
The maximum rimpull in the first gear of a tractor while towing a load is 6300 kg. The tractor weighs 12.5 tonnes and is operating along a 2 percent upgrade and the rolling resistance is 45 kg/tonne. Pull available for towing the load is

3425 kg
5515 kg
2975 kg
4350 kg

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Construction Planning and Management
Consider the following operations:1. Drilling2. Blasting3. Mucking4. Placing steel5. Placing concreteThe correct sequence of these operations in tunnel construction is

1, 3, 2, 4, 5
1, 3, 4, 2, 5
1, 2, 3, 4, 5
1, 2, 4, 3, 5

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