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4

Railway projects are treated as

A. Light construction

B. Heavy construction

C. Industrial construction

D. None of these

Correct Answer :

B. Heavy construction


Related Questions

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4

Which of the following is not a PERT event?

A. Site investigation started

B. Sessional work completed

C. Bus starts from Jaipur

D. Class is being attended

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4

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

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4

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

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4

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

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4

The technique for establishing and maintaining priorities among the various jobs of a project, is known

A. Event flow scheduling technique

B. Critical ratio scheduling

C. Slotting technique for scheduling

D. Short interval scheduling

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4

Construction team means

A. An engineer

B. An architect

C. An owner

D. All the above

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4

The reduction in project time normally results in

A. Decreasing the direct cost and increasing indirect cost

B. Increasing the direct cost and decreasing the indirect cost

C. Increasing the direct cost and indirect cost both

D. Decreasing the direct cost and indirect cost both

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4

A CPM family includes

A. CPA (Critical Path Analysis)

B. CPP (Critical Path Plotted)

C. MCE (Minimum Cost Expenditure)

D. All the above

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4

While filling the tender for any work, the contractor considers

A. Site survey

B. Availability of construction materials

C. Availability of labour

D. All the above

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4

Batching refers to

A. Controlling the total quantity at each batch

B. Weighing accurately, the quantity of each material for a job before mixing

C. Controlling the quantity of each material into each batch

D. Adjusting the water to be added in each batch according to the moisture content of the materials being mixed in the batch

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4

Henry Gantt developed Bar charts for planning and scheduling of projects in

A. 1880

B. 1900

C. 1920

D. 1940

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4

Rolling resistance of a wheel depends upon (i) Vehicle load (ii) Grade (iii) Ground conditions Of these statements

A. Only (i) is correct

B. (i) and (ii) are correct

C. (i) and (iii) are correct

D. (ii) and (iii) are correct

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4

Which of the following excavators is most suitable for digging under water?

A. Drag line

B. Hoe

C. Clam shell

D. Dipper shovel

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4

Frederick W. Taylor introduced a system of working known as

A. Line organisation

B. Line and staff organisation

C. Functional organisation

D. Effective organisation

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4

If a is the optimistic time, b is the pessimistic time and m is most likely time of an activity, the expected time of the activity, is

A. (a + m + b)/6

B. (a + 2m + b)/6

C. (a + 4m + b)/6

D. (a + 5m + b)/6

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4

A contractor has two options;
(I): Invest his money in project A or
(II): Invest his money in project B.
If he decides to invest in A, for every rupee invested, he is assured of doubling his money in ten years. If he decides to invest in B, he is assured of making his money 1.5 times in 5 years. If the contractor values his money at 10% interest rate, he

A. Should invest in neither of the two projects

B. Could invest in either of the two projects

C. Should invest in project A

D. Should invest in project B

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4

If the expected time of completion of a project is 60 weeks with a standard deviation of 5 weeks, the probability of completing the project in 50 weeks and 65 weeks respectively will be

A. 2.3% and 84.1%

B. 97.7% and 84.1%

C. 97.7 % and 15.9%

D. 15.9% and 97.7%

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4

Interfering float is the difference between

A. Total float and free float

B. Total float and independent float

C. Free float and independent float

D. None of the above

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4

Consider the following statements: Wheeled tractors are replacing crawler tractors because
1. Wheeled tractors travel faster.
2. Crawler tractors are more expensive.
3. Track parts of a crawler wear out quickly.
4. Crawler tractors have stick control. Of these statements

A. 1, 3 and 4 are correct

B. 2, 3 and 4 are correct

C. 1, 2 and 3 are correct

D. 1, 2 and 4 are correct

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4

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)

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4

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

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4

Mile Stone charts were invented in the year of

A. 1910

B. 1920

C. 1930

D. 1940

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4

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

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4

Military organisation is known as

A. Line organisation

B. Line and staff organisation

C. Functional organisation

D. None of these

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4

Updating may result in

A. Change of critical path

B. Decrease of project completion time

C. Increase of project completion time

D. All of the above

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4

Pick up the correct statement from the following:

A. The duration between the earliest start time of the preceding event and latest finish time of the succeeding event, is called 'float'

B. The duration of time by which an activity can be delayed without affecting the succeeding activity, is called free float

C. The difference between total float and free float, is called interfering float

D. All the above

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4

For excavating utility trenches with precise control of depth, the excavation equipment used is

A. Hoe

B. Shovel

C. Dragline

D. None of the above

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4

Critical path

A. Is always longest

B. Is always shortest

C. May be longest

D. May be shortest

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4

Pick up the correct statement from the following:

A. Earliest expected time is denoted by TE

B. Latest occurrence time is denoted by TL

C. Contractual obligation time is denoted by Ts

D. All the above

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4

A critical ratio scheduling

A. Determines the status of each activity

B. Adjusts automatically changes in activity progress

C. Is a dynamic system

D. None of these