1000+ Construction Planning and Management Multiple Choice Question Answer [Solved]

1. The time corresponding to minimum total project cost is
A. Crash time
B. Normal time
C. Optimistic time
D. Between normal time and crash time
Answer : D

2. Free float for any activity is defined as the difference between
A. Its earliest finish time and earliest start time for its successor activity
B. Its latest start time and earliest start time
C. Its latest finish time and earliest start time for its successor activity
D. Its earliest finish time and latest start time for its successor activity
Answer : A

3. The first method invented for planning projects, was
A. Bar chart method
B. Milestone chart
C. Critical path method (CPM)
D. Programme Evaluation and Review Technique (PERT)
Answer : A

4. If the scheduled completion time of a project is more than the earliest expected time for completion of the project, then the probability of completion of the project within the scheduled completion time will be
A. 50 %
B. Less than 50 %
C. More than 50 %
D. 100 %
Answer : C

5. The three time estimates for the activities of the network shown in the given figure are shown above their arrows. The earliest expected time for the event 4, is

A. 19
B. 14
C. 24
D. None of these
Answer : A

6. Which of the following is a weakness of bar chart?
A. Interdependencies of activities
B. Project progress
C. Uncertainties
D. All of the above
Answer : D

7. Which one of the following surfaces will give highest coefficient of traction while using crawler track tractors?
A. Ice
B. Concrete
C. Loose sand
D. Earth
Answer : D

8. A four wheel truck or whose operating weight is 12000 kg is pulled along a road having a rising slope of 2% at a uniform speed. Assume grade resistance factor = 10 kg/tonne. The tension in the tow cable is 720 kg. The rolling resistance of the road will be
A. 20 kg/tonne
B. 30 kg/tonne
C. 40 kg/tonne
D. 50 kg/tonne
Answer : C

9. Construction team means
A. An engineer
B. An architect
C. An owner
D. All the above
Answer : D

10. If the expected time for completion of a project is 10 days with a standard deviation of 2 days, the expected time of completion of the project with 99.9% probability is
A. 4 days
B. 6 days
C. 10 days
D. 16 days
Answer : D

11. Earliest finish of an activity is always
A. Greater than earliest event time of the following node
B. Less than earliest event time of the following node
C. Less than or equal to earliest event time of the following node
D. Greater than or equal to earliest event time of the following node
Answer : C

12. An excavator costs Rs. 20,00,000 and has an estimated life of 8 years. It has no salvage value at the end of 8 years. The book value of the excavator at the end of 3 years using general double declining balance method is
A. Rs. 8,43,750
B. Rs. 8,75,000
C. Rs. 10,50,000
D. Rs. 11,56,250
Answer : A

13. A machine costs Rs. 20000 and its useful life is 8 years. The money is borrowed at 8% interest per annum. The capital recovery factor at 8% interest per annum for 8 years is 0.174. The annual equipment cost of the machine will be
A. Rs. 1740
B. Rs. 3480
C. Rs. 5220
D. Rs. 6960
Answer : B

14. Military organisation is known as
A. Line organisation
B. Line and staff organisation
C. Functional organisation
D. None of these
Answer : A

15. Critical path method
A. Is an improvement upon bar chart method
B. Provides a realistic approach to daily problems
C. Avoids delays which are very common in bar charts
D. All the above
Answer : D

16. A tractor whose weight is 20 tonnes has a drawbar pull of 2500 kg, when operated on a level road having a rolling resistance of 30 kg per tonne. If this tractor is operated on a level road having a rolling resistance of 40 kg per tonne, then the drawbar pull of the tractor will
A. Reduce by 200 kg
B. Increase by 200 kg
C. Increase by 250 kg
D. Reduce by 250 kg
Answer : A

17. A tractor shovel has a purchase price of Rs. 4.7 lacs and could save the organization an amount of rupees one lac per year on operating costs. The salvage value after the amortization period is 10% of the purchase price. The capital recovery period will be
A. 3.7 years
B. 4.23 years
C. 5 years
D. 7.87 years
Answer : B

18. Residential buildings are treated as
A. Light construction
B. Heavy construction
C. Industrial construction
D. Private construction
Answer : A

19. Mobilization advance up to 10% of the cost of work is given to a contractor
A. On commencement of work at site for payment of loan taken by him
B. For the purchase of construction materials
C. For the payment of advances to labour and other staff
D. For all activities required to start the work at site on finalization of the contract document
Answer : D

20. For completion of a project, the critical path of the network represents
A. Minimum time
B. Maximum time
C. Maximum cost
D. Minimum cost
Answer : A

21. Consider the following operations:
1. Drilling
2. Blasting
3. Mucking
4. Placing steel
5. Placing concrete
The correct sequence of these operations in tunnel construction is
A. 1, 2, 4, 3, 5
B. 1, 3, 2, 4, 5
C. 1, 2, 3, 4, 5
D. 1, 3, 4, 2, 5
Answer : C

22. Pick up the correct statement from the following:
A. The difference of latest occurrence time and earliest expected time, is called slack
B. The activities connecting the events having zero slack, lie on the critical path
C. The critical path consumes the maximum time
D. All the above
Answer : D

23. Assertion (A): Activity 57 is critical. Reason (R): Earliest finish time and latest finish time for events 57 are same Select the correct answer.
A. A is correct but R is not correct
B. R is correct but A is not correct
C. Both A and R is correct
D. Both A and R is incorrect
Answer : A

24. Select the incorrect statement.
A. Earliest start of an activity is the early event time of the node it leaves.
B. Latest finish of an activity is the late event time of the node it enters.
C. Latest start of an activity is its latest finish minus its duration.
D. None of the above
Answer : D

25. The final selection of a construction site, is done by
A. Departmental representative or user
B. Local civil authority representative
C. Representative of engineer authority
D. All the above
Answer : D

26. The most popular type of organisation used for Civil Engineering Constructions, is
A. Line organisation
B. Line and staff organisation
C. Functional organisation
D. Effective organisation
Answer : A

27. The salient feature of functional organisation is
A. Strict adherence to specifications
B. Separation of planning and design part
C. Each individual maintains functional efficiency
D. All the above
Answer : D

28. The time with which direct cost does not reduce with the increase in time is known as
A. Crash time
B. Normal time
C. Optimistic time
D. Standard time
Answer : B

29. Consider the following activities in a building construction:
1. Concreting of roof slabs
2. Brick-jelly lime concrete terracing
3. Erection of form work for slab
4. Construction of parapet wall in terrace
The correct sequence of these activities is
A. 1, 3, 2, 4
B. 3, 1, 4, 2
C. 3, 1, 2, 4
D. 1, 3, 4, 2
Answer : C

30. For the network shown in the given figure, the expected time for the activity

A. 1-2 is 4
B. 2-3 is 7
C. 3-4 is 8
D. All the above
Answer : D

31. For which of the following materials, the output of power shovels for a fixed shovel size will be maximum
A. Moist loam
B. Good common earth
C. Well blasted rock
D. Wet sticky clay
Answer : A

32. If t is the duration of an activity, t₁ is the latest finish possible moment of its preceding activity and t₂ is the earliest start possible moment, the independent float of the activity is
A. (t₁ - t₂) - t
B. t - (t₁ - t₂)
C. (t₁ + t₂) - t
D. t + (t₁ - t₂)
Answer : A

33. Consider the following statements: In the bar chart planning
1. Interdependence of the operations cannot be portrayed.
2. Progress of work can be measured.
3. Spare time of the activities can be determined.
4. Schedule cannot be updated. Of these statements
A. 1, 2 and 3 are correct
B. 1 and 4 are correct
C. 2, 3 and 4 are correct
D. 1, 2 and 4 are correct
Answer : B

34. Henry Gantt developed Bar charts for planning and scheduling of projects in
A. 1880
B. 1900
C. 1920
D. 1940
Answer : B

35. PERT technique of network analysis is mainly useful for
A. Small projects
B. Large and complex projects
C. Research and development projects
D. Deterministic activities
Answer : C

36. The part of a derrick crane include (i) Mast (ii) Boom (iii) Bull wheel (iv) Jack Of these statements
A. (i), (ii) and (iv) are correct
B. (ii), (iii) and (iv) are correct
C. (i), (iii) and (iv) are correct
D. (i), (ii) and (iii) are correct
Answer : D

37. Pick up the correct statement from the following:
A. The float may be positive, zero or negative
B. If the float is positive and the activity is delayed by a period equal to its total float, the completion of project is not delayed
C. If the float of an activity is negative, delay in its performance is bound to delay the completion of project
D. All the above
Answer : D

38. Consider the following statements: In the critical path method of construction planning, Free Float can be.
1. Greater than Total Float.
2. Greater than Independent Float
3. Equal to Total Float.
4. Less than Independent Float. Of these statements
A. 1 and 4 are correct
B. 2 and 3 are correct
C. 1 and 4 are correct
D. 1 and 2 are correct
Answer : B

39. Power stations are generally treated as
A. Light construction
B. Heavy construction
C. Industrial construction
D. Electrical construction
Answer : C

40. During the construction period, price variation clause in contracts caters to
A. Increase in rates of only important materials
B. Variation in cost in materials element, labour element and petrol-oillubricant element
C. Variation in total cost of the project on an ad hoc basis
D. Rate of inflation
Answer : B

41. A wheeled tractor hauling unit is working on firm earth. The total loaded weight distribution of this unit is: Drive wheels: 25000 kg Scraper wheels: 10000 kg If the coefficient of traction for wheeled tractor on firm earth is 0.5, the rimpull which this tractor can exert without slipping is
A. 10000 kg
B. 12500 kg
C. 22500 kg
D. 5000 kg
Answer : B

42. Crash project duration is obtained by summing the
A. Normal durations for all the activities
B. Crash durations for all activities
C. Crash durations for all the activities along the critical path obtained by taking into account the normal duration for all the activities
D. Crash durations for all the activities along the critical path obtained by taking into account the crash duration for all the activities
Answer : D

43. The independent float affects only
A. Preceding activities
B. Succeeding activities
C. The particular activity involved
D. None of the above
Answer : C

44. The grade resistance factor for an earth moving machine can be obtained by multiplying grade percentage by a factor approximately equal to
A. 2 kg/tonne
B. 6 kg/tonne
C. 9 kg/tonne
D. 20 kg/tonne
Answer : C

45. Railway projects are treated as
A. Light construction
B. Heavy construction
C. Industrial construction
D. None of these
Answer : B

46. For a given activity, the optimistic time, pessimistic time and the most probable estimates are 5, 17 and 8 days respectively, The expected time is
A. 8 days
B. 9 days
C. 10 days
D. 15 days
Answer : B

47. Pick up the correct statement from the following with regards to C.P.M. network analysis of projects
A. The latest occurrence time of the node of which the activity arrow terminates minus the duration of the activity, is called latest start time
B. The latest occurrence time for the node at which the activity arrow terminates, is called latest finish time
C. Earliest occurrence time of the event from which the activity arrow' originates, is called earliest start time of the activity
D. All the above
Answer : D

48. The most suitable type of equipment for compaction of cohesive soils is
A. Smooth-wheeled rollers
B. Vibratory rollers
C. Sheep foot rollers
D. Tampers
Answer : C

49. The area under the Beta distribution curve is divided into two equal parts by
A. Most likely time
B. Optimistic time
C. Pessimistic time
D. Expected time
Answer : D

50. 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
A. 3425 kg
B. 5515 kg
C. 4350 kg
D. 2975 kg
Answer : B