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4

Select the correct statement.

A. Activity arrows in a CPM network are drawn to scale

B. The tail of an arrow represents the finish of an activity

C. Arrow bead represents the start of an activity

D. None of the above

Correct Answer :

D. None of the above


Related Questions

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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

If to, tp and tm are the optimistic, pessimistic and most likely time estimates of an activity respectively, the expected time t of the activity will be

A. to + 3tm+ tp/3

B. to + 4tm+ tp/4

C. to + 4tm+ tp/5

D. to + 4tm+ tp/6

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4

A dummy activity

A. Is artificially introduced

B. Is represented by a dotted line

C. Does not consume time

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

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

Preliminary project report for a road project must contain

A. The detailed estimated cost based on detailed design

B. The several alternatives of the project that have been considered

C. The soil survey, traffic survey, concept design and approximate cost

D. The contract documents for inviting tenders

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4

Mobilization advance up to 10% of the cost of work is given to a contractor

A. On commencement of work at site for payment of loan taken by him

B. For the purchase of construction materials

C. For the payment of advances to labour and other staff

D. For all activities required to start the work at site on finalization of the contract document

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4

The time by which a particular activity can be delayed without affecting the preceding and succeeding activities is known as

A. Total float

B. Free float

C. Interfering float

D. Independent float

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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

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 time with which direct cost does not reduce with the increase in time is known as

A. Crash time

B. Normal time

C. Optimistic time

D. Standard time

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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

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

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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

Power stations are generally treated as

A. Light construction

B. Heavy construction

C. Industrial construction

D. Electrical construction

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4

A wheeled tractor hauling unit is working on firm earth. The total loaded weight distribution of this unit is: Drive wheels: 25000 kg Scraper wheels: 10000 kg If the coefficient of traction for wheeled tractor on firm earth is 0.5, the rimpull which this tractor can exert without slipping is

A. 10000 kg

B. 12500 kg

C. 22500 kg

D. 5000 kg

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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

In time-cost optimization of a project, crashing is done.

A. On all the activities

B. On all the activities lying on the critical path

C. Only on activities lying on the original critical path and having flatter cost slopes

D. On original critical activities and those that become critical at any stage of crashing in the order of ascending cost slope

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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

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

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

An earth moving equipment costs Rs. 5,00,000 and has an estimated life of 10 years and a salvage value of Rs. 50,000. What uniform annual amount must be set aside at the end of each of the 10 years for replacement if the interest rate is 8% per annum and if the sinking fund factor at 8% per annum interest rate for 10 years is 0.069?

A. Rs. 31050

B. Rs. 34500

C. Rs. 37950

D. Rs. 50000

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4

The time corresponding to minimum total project cost is

A. Crash time

B. Normal time

C. Optimistic time

D. Between normal time and crash time

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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

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

PERT is

A. An analytic in concept

B. Limited of event oriented diagrams

C. Used for research and development projects

D. All the above

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4

Critical Path Net Work helps an engineer

A. To concentrate his attention on critical activities

B. To divert the resources from non-critical advanced activities to critical activities

C. To be cautious for avoiding any delay in the critical activities to avoid delay of the whole project

D. All the above

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4

Bar charts are suitable for

A. Minor works

B. Major works

C. Large projects

D. All the Above

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4

The rated loads of lifting cranes, as percentage of tipping load at specified radius, for crawler-mounted and pneumatic tyre-mounted machines would be respectively

A. 80 and 90

B. 90 and 80

C. 85 and 75

D. 75 and 83

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4

Crash project duration is obtained by summing the

A. Normal durations for all the activities

B. Crash durations for all activities

C. Crash durations for all the activities along the critical path obtained by taking into account the normal duration for all the activities

D. Crash durations for all the activities along the critical path obtained by taking into account the crash duration for all the activities