Construction Management Online Test – Paper 3

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Created by 37fdd4228dab83e2f2bdee26b19f1560?s=32&d=monsterid&r=g gkaimVikash chaudhary

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  • Total Questions: 50
  • Time Allotted: 50 minutes
  • Passing Score: 70%
  • Randomization: Yes
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1. The amount of VAT for the purchase of steel having an amount of NRs. 6000/- should be:

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2. The independent float affects only:

3 / 50

3. Mobilization advance up to 10% of the cost of work is given to a contractor:

4 / 50

4. Force majeure in a contract is:

5 / 50

5. The main responsibility of an overseer/Sub-Engineer is:

6 / 50

6. The difference between the total float and the free float is termed as:

7 / 50

7. Line of balance technique is used for:

8 / 50

8. The objective of technical planning is:

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9. The activity that consumes maximum time is called:

10 / 50

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

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11. A milestone chart:

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12. According to Fulkerson's, the correct event numbers corresponding to events A, B, C, D, E of the network shown in figure 1 are:

13 / 50

13. Muster rolls are used for:

14 / 50

14. Residential buildings are treated as:

15 / 50

15. Which operation must complete first?

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16. CPM adopts:

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17. Free float is the:

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18. If the probability factor is zero, the chances of completing the project in scheduled time are:

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19. A construction schedule is prepared after collecting:

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20. The post-operations in CPM are marked:

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21. Free float is mainly used to:

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22. In PERT analysis, the start and end of activity are represented by:

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23. The figure indicates:

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24. A stage or point where all previous jobs merging in it are completed and all further jobs bursting out are still to be completed is known as:

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25. An event is indicated on the network by a number enclosed in:

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26. Which of the following techniques is advanced and more indicative in modern construction progress review?

27 / 50

27. The main disadvantage of line organization is:

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28. Type of organization used in the construction industry is:

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29. The reduction in project time normally results in:

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30. Latest start of the activity is always:

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31. The scheduled completion time of an operation in CPM chart is mentioned on:

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

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33. PERT technique of network analysis is useful for:

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34. Frederick W. Taylor introduced a system of working known as:

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35. The dispute in construction is resolved through discussion of all parties on their respective stands leading to consensus. The process is called:

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36. The area under the B-curve is divided into two equal parts by:

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37. Bar chart is used for minor projects, CPM is used for repetitive work while PERT is used for:

38 / 50

38. 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:

39 / 50

39. For a curve, larger the variance:

40 / 50

40. Total cost of the project is:

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41. The number of pre-operations associated with an operation may be:

42 / 50

42. Critical path is:

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43. If, for an activity, the optimistic time is 1 day, pessimistic time is 11 days, and the most likely time is 3 days, then the expected time is:

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44. In a CPM/PERT network, the number of events is:

45 / 50

45. In PERT, the most likely time is:

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46. Earliest finish time of an activity is always:

47 / 50

47. Bar chart is drawn for:

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48. Which of the following is not a part of a contract agreement?

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49. Codes used in Nepal for building construction/design are:

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50. In PERT, optimistic time is:

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