Construction Management MCQs with answers Page - 7

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Q. 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 successoractivity

A

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Q. 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

A

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Q. The main principle of an organisation, is

  • (A) Unity of command
  • (B) Effective control at all levels
  • (C) Delegation of authority
  • (D) All the above

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Q. 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

A

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Q. 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

A

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Q. The basic action involved in sheep foot rolling is

  • (A) Kneading
  • (B) Pressing
  • (C) Tamping
  • (D) Vibration

A

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Q. If the excavation of earth is done manually then it costs Rs. 10 per cum. A machine can excavate at a fixed cost of Rs. 4000 plus a variable cost of Rs. 2 per cum. The quantity of earth for which the cost of excavation by machine will be equal to the cost of manual excavation is

  • (A) 500 cum
  • (B) 1000 cum
  • (C) 1500 cum
  • (D) 2000 cum

A

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Q. Time and progress chart of a construction, is also known as

  • (A) Bar chart
  • (B) Gantt chart
  • (C) Modified Mile stone chart
  • (D) All the above

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Q. Economic saving of time results by crashing

  • (A) Cheapest critical activity
  • (B) Cheapest noncritical activity
  • (C) Costliest critical activity
  • (D) Costliest noncritical activity

A

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Q. In the given figure, the network of a project represents

  • (A) Activity of an excavation of a footing
  • (B) Activity of an excavation which starts at event No. 1 and ends at even No.2
  • (C) Activity of excavation which takes 8 units of time
  • (D) None of these

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