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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

Correct Answer :

D. 16 days


Related Questions

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4

Pick up the correct statement from the following:

A. Programme Evaluation and Review Technique, is event oriented

B. Programme Evaluation and Review Technique is not event oriented

C. Critical Path Method is event oriented

D. Critical Path method is event oriented

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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 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

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

A. Is always longest

B. Is always shortest

C. May be longest

D. May be shortest

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4

The Overall in-charge of an organisation at the site responsible for the execution of the works, is

A. Executive Engineer

B. Engineer

C. Junior Engineer

D. Assistant Engineer

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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

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

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

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

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

If TL is the latest allowable event occurrence time, total activity slack(s), is equal to

A. LST-EST

B. LFT-EFT

C. TL-EFT

D. All the above

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4

The final selection of a construction site, is done by

A. Departmental representative or user

B. Local civil authority representative

C. Representative of engineer authority

D. All the above

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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

Pick up the correct statement from the following:

A. Optimistic time estimate refers to activities

B. Pessimistic time estimate refers to activities

C. Most likely time estimate refers to activities

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

Power stations are generally treated as

A. Light construction

B. Heavy construction

C. Industrial construction

D. Electrical construction

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4

If t is the duration of an activity, t1 is the latest finish possible moment of its preceding activity and t2 is the earliest start possible moment, the independent float of the activity is

A. (t1 - t2) - t

B. t - (t1 - t2)

C. (t1 + t2) - t

D. t + (t1 - t2)

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4

The grade resistance factor for an earth moving machine can be obtained by multiplying grade percentage by a factor approximately equal to

A. 2 kg/tonne

B. 6 kg/tonne

C. 9 kg/tonne

D. 20 kg/tonne

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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

Completion of an activity on CPM network diagram, is generally known

A. Event

B. Node

C. Connector

D. All the above

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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

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

Which one of the following is not an excavating and moving type of equipment?

A. Bulldozer

B. Clam shell

C. Scraper

D. Dump truck

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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

Critical path method

A. Is an improvement upon bar chart method

B. Provides a realistic approach to daily problems

C. Avoids delays which are very common in bar charts

D. All the above

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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

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

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

The independent float affects only

A. Preceding activities

B. Succeeding activities

C. The particular activity involved

D. None of the above