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Construction Management Online Test – Paper 2

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Created by 83a36dcfd5c4caff12bc80f0020c9c749e12cbbbdb7c406dc1dd39996cb85836?s=32&d=monsterid&r=g gkaimVikash chaudhary

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  • Total Questions: 30
  • Time Allotted: 30 minutes
  • Passing Score: 50%
  • Randomization: Yes
  • Certificate: No
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1. Negative slack occurs:

2 / 30

2. CPM adopts:

3 / 30

3. The mean of squared deviation from the mean of the distribution is known as:

4 / 30

4. Critical path connecting the start and end events timewise is:

5 / 30

5. The meaning of modular coordination in construction is:

6 / 30

6. The overall in-charge of an organization at the site responsible for the execution of works is:

7 / 30

7. Negative slack indicates:

8 / 30

8. The weakness in bar charts is:

9 / 30

9. No agreement is between:

10 / 30

10. Inspection of construction works for quality control is carried out and covers:

11 / 30

11. The Force Account or AMANAT, a method of carrying out the construction work is done by:

12 / 30

12. The variance will be zero if:

13 / 30

13. The difference between total float and free float is called interfering float which is nothing but the:

14 / 30

14. A fictitious activity with zero duration and no cost used to maintain the sequential order of the activities in the network is known as a:

15 / 30

15. In CPM, the actual performance of a task is called:

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16. In PERT technique, completion of an activity is called:

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17. Railway projects are treated as:

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18. The duration of time which an activity can be delayed without affecting the succeeding activity is called free float which affects only:

19 / 30

19. In time cost optimization using CPM, the crashing of activities along the critical path is done starting with the activity having:

20 / 30

20. In resource leveling, the main constraint would be:

21 / 30

21. Critical path is:

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22. The relation between jobs of a particular type and various durations they have consumed for completion is expressed by:

23 / 30

23. Which operation must complete first?

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24. The probability of completion of any activity within its expected time in PERT is:

25 / 30

25. For the construction of a project, a contractor is a:

26 / 30

26. Gantt chart is drawn for:

27 / 30

27. An event is:

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28. Time and progress chart of construction is known as:

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29. Which method is known as the minimum cost or maximum time schedule method:

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30. A frequency distribution curve:

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