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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

Correct Answer :

D. All of the above


Related Questions

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4

Pick up the incorrect statement from the following:

A. The various functions under each activity, are shown by one bar on Bar Charts

B. Bar chart establishes the interdependency of one event on another

C. Only approximate percentage of the completed work is reported

D. None of these

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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

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

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

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4

Slack time refers to

A. An activity

B. An event

C. Both event and activity

D. None of the above

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4

If the output of a dragline for 90° angle of swing at optimum depth of cut is X, then the output for 120° angle of swing at 120 % of optimum depth of cut will be

A. Equal to X

B. More than X

C. Less than X

D. Any of the above

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4

In resources levelling

A. Total duration of project is reduced

B. Total duration of project is increased

C. Uniform demand of resources is achieved

D. Cost of project is controlled

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4

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

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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

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

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

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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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. 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 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

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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

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

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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 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

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4

Pick up the incorrect statement from the following:

A. The difference between the earliest start time and latest finish time of any activity, is the maximum time available for the activity

B. The difference between the maximum time available for the job and actual time it consumes, is called total float

C. The difference between the latest start time and earliest start time of an activity, is called total float

D. None of these

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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

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

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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

The difference between the time avail-to do a job and the time required to do the job, is known as

A. Event

B. Float

C. Duration

D. Constraint

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4

The direct cost of a project with respect to normal time is

A. Minimum

B. Maximum

C. Zero

D. Infinite

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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

Optimistic time, most likely time and pessimistic times for the activities of a network in the given figure are written above their arrows. If the contractual obligation time for the project is 75, the latest occurrence time for the event 2, is

A. 20

B. 25

C. 35

D. 15

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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

The first stage of a construction, is

A. Preparation of estimate

B. Survey of the site

C. Initiation of proposal

D. Preparation of tender

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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