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4

Bar charts are suitable for

A. Minor works

B. Major works

C. Large projects

D. All the Above

Correct Answer :

A. Minor works


Related Questions

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4

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

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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

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

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 completion of a project, the critical path of the network represents

A. Minimum time

B. Maximum time

C. Maximum cost

D. Minimum cost

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4

Which of the following earth moving machines has the shortest cycle time?

A. Drag line

B. Hoe

C. Clam shell

D. Dipper shovel

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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

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

For the supply of materials for concrete, form work reinforcing and placing of concrete, removal of form work and curing of concrete, number of bar(s) required on bar chart, is

A. 1

B. 2

C. 3

D. 4

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4

If the total float and duration of an activity are 5 and 10 days respectively, the particular activity can be

A. Started 5 days later

B. Completed 5 days later

C. Performed at slower rate in 15 days

D. All the above

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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

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

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4

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

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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

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

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

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

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 constraints in case of resource smoothening operation would be

A. Resources

B. Project duration time

C. Both resources and project duration time

D. None of the above

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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

Assertion A: For a given depth of cut, the output of a power shovel can be increased by decreasing the angle of swing. Reason R: If the angle of swing is decreased, the cycle time will be decreased. Select the correct answer.

A. Both A and R is true and R is the correct explanation of A

B. Both A and R is true but R is not the correct explanation of A

C. A is true but R is false

D. A is false but R is true

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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

Consider the following features/factors:
1. Projects are of the non-repetitive type
2. Time required need not be known
3. Time required is known precisely
4. Events have been established for planning
5. Emphasis is given to activities of project PERT is preferred for planning because of

A. 1, 2 and 4

B. 3, 4 and 5

C. 1, 3 and 4

D. 1, 2 and 5

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4

PERT analysis is based on

A. Optimistic time

B. Pessimistic time

C. Most likely time

D. All the above

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4

The main advantage of line organisation is:

A. Effective command and control

B. Rigid discipline in the organisation

C. Defined responsibilities at all levels

D. All the above

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4

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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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

Consider the following statements for a power shovel: (i) Output can be increased by reducing the angle of swing for a given depth of cut. (ii) For a given angle of swing, output will be maximum at optimum depth of cut. (iii) Output can be increased by keeping the depth of cut less than optimum depth, (iv) Output can be increased by increasing the size of shovel. Of these statements

A. (ii), (iii) and (iv) are correct

B. (i), (ii) and (iv) are correct

C. (i), (iii) and (iv) are correct

D. (i) and (iv) are correct

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4

If an activity has its optimistic, most likely and pessimistic times as 2, 3 and 7 respectively, then its expected time and variance are respectively

A. 3.5 and 5/6

B. 5 and 25/36

C. 3.5 and 25/36

D. 4 and 5/6

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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