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4

Site order book is used for recording

A. Instructions by the executive engineers

B. Construction measurements

C. Issue of store equipments

D. Names of the casual labour

Correct Answer :

A. Instructions by the executive engineers


Related Questions

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4

Pick up the correct statement from the following:

A. CPM analysis is activity oriented

B. PERT analysis is event oriented

C. In CPM, the time is related to cost

D. All the above

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4

In PERT analysis, the time estimates of activities and probability of their occurrence follow

A. Normal distribution curve

B. Poisson's distribution curve

C. Beta distribution curve

D. None of the above

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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

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

A construction schedule is prepared after collecting

A. Number of operations

B. Output of labour

C. Output of machinery

D. All the above

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4

Railway projects are treated as

A. Light construction

B. Heavy construction

C. Industrial construction

D. None of these

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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

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

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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

Modular co-ordination of construction means proper

A. Planning

B. Designing

C. Execution

D. All the above

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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

Critical path lies along the activities having total float

A. Positive

B. Negative

C. Zero

D. Same

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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

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4

Power stations are generally treated as

A. Light construction

B. Heavy construction

C. Industrial construction

D. Electrical construction

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4

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

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4

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

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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

The probability of completion of any activity within its expected time is

A. 50 %

B. 84.1 %

C. 99.9 %

D. 100 %

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4

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

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4

Whenever an activity has zero total float, then

A. Free float of the activity must be zero but independent float need not be zero

B. Independent float must be zero but free float need not be zero

C. Free float and independent float both must be zero

D. Free float and independent float both need not be zero

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4

Which of the following does not represent an activity?

A. Site located

B. Foundation is being dug

C. The office area is being cleaned

D. The invitations are being sent

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4

Residential buildings are treated as

A. Light construction

B. Heavy construction

C. Industrial construction

D. Private construction

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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

A Milestone chart

A. Shows the interdependencies of various jobs

B. Depicts the delay of jobs, if any

C. Points outgoing ahead of schedule of jobs, if any

D. None of these

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4

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

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4

Sinking fund is

A. The fund for rebuilding a structure when its economic life is over

B. Raised to meet maintenance costs

C. The total sum to be paid to the municipal authorities by the tenants

D. A part of the money kept in reserve for providing additional structures and structural modifications

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4

The performance of a specific task in CPM, is known

A. Dummy

B. Event

C. Activity

D. Contract

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4

Which of the following is a weakness of bar chart?

A. Interdependencies of activities

B. Project progress

C. Uncertainties

D. All of the above

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4

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