1. |
A construction schedule is prepared after collecting
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Answer:
Option (d) |
2. |
Three-activities implementable in parallel, have the following time-cost relationship for direct cost component in each,
Activity A: 10 days-800 units; 9 days-900 units; 8 days-1000 units,
Activity B: 11 days-1200 units; 10 days-1350 units; 9 days-1500 units,
Activity C: 7 days-500 units; 6 days-700 days; 5 days-900 units,
The feasible range of total direct cost component for the three activities together is
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Answer:
Option (c) |
3. |
Crashing a project in terms of its duration would result in
1. An increase in the indirect cost.
2. A decrease in the indirect cost.
3. A decrease in the direct cost.
4. An increase in the direct cost.
of these statements________
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Answer:
Option (d) |
4. |
In the time-cost optimization, using CPM method for network analysis, the crashing of the activities along the critical path is done starting with the activity having
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Answer:
Option (c) |
5. |
In the time-cost analysis, the cost slope is defined as
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Answer:
Option (c) |
6. |
The optimum duration is the
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Answer:
Option (c) |
7. |
Which one of the following is the correct sequence to analyse a project for implementation?
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Answer:
Option (c) |
8. |
Which one of the following is the objective in crashing?
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Answer:
Option (a) |
9. |
In a construction project, the cost-slope of an activity is an indication of
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Answer:
Option (b) |
10. |
In resource levelling
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Answer:
Option (b) |