Construction Management Online Test

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Vikash chaudhary

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Total Questions: 30
Time Allotted: 30 minutes
Passing Score: 50%
Randomization: Yes
Certificate: No
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1 / 30

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

a) One only

b) Two only

c) More than one

d) Three only

2 / 30

2. Gantt chart is drawn for:

a) Time versus activity

b) Activity versus activity

c) Resources versus progress

d) Progress versus time

3 / 30

3. If the height of the frequency-distribution underneath it is equal to unity, then the curve is known as:

a) Normal distribution curve

b) Skew curve

c) Probability distribution curve

d) All of the above

4 / 30

4. The district rate finalizing committee does not include the representative of:

a) Nepal Engineer's Association, district unit

b) District Development Committee

c) Contractor's Association

d) District Technical Office

5 / 30

5. If the completion time for a particular project is 6 weeks and its expected time is 8 weeks, then the slack time for the project is:

a) 2 weeks

b) -2 weeks

c) 0

d) None of the above

6 / 30

6. If D is the duration, ES and EF are the earliest start and earliest finish time, LS and LF are the latest start and latest finish time, then the following relation holds good:

a) EF = ES + D

b) LS = LF - D

c) LF = LS + D

d) All of the above

7 / 30

7. Gantt chart indicates:

a) Balance of work to be done

b) Comparison of actual progress with the scheduled progress

c) Efficiency progress

d) Progressive cost of the project

8 / 30

8. Total float for any activity is defined as the difference between:

a) Its latest finish time and earliest start time for its successor activity

b) Its latest start time and earliest start time

c) Its latest start time and earliest finish time

d) Its earliest finish time and earliest start time for its successor activity

9 / 30

9. Total cost of the project is:

a) Direct cost and outage loss of project

b) Direct cost and overheads

c) Direct cost and indirect cost

d) None of the above

10 / 30

10. Total project time is the:

a) Sum of the duration of all activities

b) Sum of the duration of non-critical activities

c) Sum of the duration of critical activities

d) None of the above

11 / 30

11. A guarantee amount that is provided by the contractor to the employer towards the successful execution of the contract is known as:

a) Tender security

b) Bid security

c) Performance security

d) Advance security

12 / 30

12. The square root of the variance is known as:

a) Deviation

b) Standard deviation

c) Mode

d) None of the above

13 / 30

13. Henry Gantt developed the bar chart technique in:

a) 1900 AD

b) 1940 AD

c) 1957 AD

d) 1974 AD

14 / 30

14. Slack time in PERT analysis:

a) Can never be greater than zero

b) Is always zero for critical activities

c) Can never be less than zero

d) Is minimum for critical events

15 / 30

15. A drawback of a bar chart is:

a) It is difficult to judge whether an activity is completed or not

b) All the activities represented are independent of each other

c) The sequence of activities is not clearly defined

d) It is not possible to judge whether the activity is ahead or behind the schedule.

16 / 30

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

a) A person

b) A firm

c) An agency

d) All of the above

17 / 30

17. When all the paths are arranged according to the descending order of the float, the path which is next to the critical path is known as:

a) Under-critical path

b) Sub-critical path

c) Semi-critical path

d) All of the above

18 / 30

18. The benefit of the PERT network is taken by the management in:

a) Formulating a new schedule

b) Coordinating various tasks

c) Readjusting the time to meet the target

d) All of the above

19 / 30

19. Bar chart is drawn for:

a) Time versus activity

b) Activity versus resources

c) Resources versus progress

d) Progress versus time

20 / 30

20. The amount of VAT for the purchase of steel having an amount of NRs. 6000/- should be:

a) 300/-

b) 600/-

c) 780/-

d) 960/-

21 / 30

21. Free float is mainly used to:

a) Identify the activities which can be delayed without affecting the total float of preceding activity

b) Identify the activities which can be delayed without affecting the total float of succeeding activity

c) Establish priorities

d) Identify the activities which can be delayed without affecting the total float of either the preceding or succeeding activities

22 / 30

22. The interrelationship between the functional elements of a program is achieved through:

a) Work Breakdown Structure

b) Bar charts

c) Gantt chart

d) All of the above

23 / 30

23. Which of the following time estimates is related to PERT?

a) Most likely time estimate

b) Pessimistic time estimate

c) Optimistic time estimate

d) All of the above

24 / 30

24. The expected project duration in CPM follows:

a) Normal distribution curve

b) Beta distribution curve

c) Poisson's distribution curve

d) Binomial distribution curve

25 / 30

25. The estimated time required to complete an activity is termed as:

a) Event

b) Duration

c) Active time

d) Float

26 / 30

26. Aggregate planning is planning for:

a) Single activity

b) Double activities

c) Whole project

d) Events

27 / 30

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

a) Less than the number of activities

b) More than the number of activities

c) Equal to the number of activities

d) All of the above

28 / 30

28. The term CPM in construction management is an abbreviation of:

a) Construction Project Management

b) Critical Path Method

c) Controlling Planning and Maintenance

d) Crucial project management

29 / 30

29. No agreement is between:

a) Client, engineer

b) Engineer, contractor

c) Client, contractor

d) Contractor, sub-contractor

30 / 30

30. Standard deviation when the optimistic time is 1 day, pessimistic time is 11 days, and most likely time is 3 days:

a) 2 days

b) 3.5 days

c) 3 days

d) 1.67 days

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