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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

Correct Answer :

A. Hoe


Related Questions

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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 basic action involved in sheep foot rolling is

A. Kneading

B. Pressing

C. Tamping

D. Vibration

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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

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

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 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

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 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

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

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

Interfering float is the difference between

A. Total float and free float

B. Total float and independent float

C. Free float and independent float

D. None of the above

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4

Sensitivity analysis is a study of

A. Comparison of profit and loss

B. Comparison of assets and liabilities

C. Change in output due to change in input

D. Economics of cost and benefits of the project

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4

Pick up the correct statement from the following:

A. Forward pass is used for calculating earliest expected time

B. Backward pass is used for calculating the latest occurrence time

C. Maximum value of earliest expected time is used if there is more than one value of any event

D. All the above

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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

The main disadvantage of line organisation, is

A. Rigid structure

B. Extraordinary delay in communications

C. Top level executions over work

D. All the above

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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

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

A machine costs Rs. 20000 and its useful life is 8 years. The money is borrowed at 8% interest per annum. The capital recovery factor at 8% interest per annum for 8 years is 0.174. The annual equipment cost of the machine will be

A. Rs. 1740

B. Rs. 3480

C. Rs. 5220

D. Rs. 6960

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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

A contractor has two options;
(I): Invest his money in project A or
(II): Invest his money in project B.
If he decides to invest in A, for every rupee invested, he is assured of doubling his money in ten years. If he decides to invest in B, he is assured of making his money 1.5 times in 5 years. If the contractor values his money at 10% interest rate, he

A. Should invest in neither of the two projects

B. Could invest in either of the two projects

C. Should invest in project A

D. Should invest in project B

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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

Which of the following surfaces will give highest rolling resistance for a rubber tyred vehicle?

A. Concrete

B. Loose sand

C. Asphalt

D. Firm earth

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4

A tractor whose weight is 20 tonnes has a drawbar pull of 2500 kg, when operated on a level road having a rolling resistance of 30 kg per tonne. If this tractor is operated on a level road having a rolling resistance of 40 kg per tonne, then the drawbar pull of the tractor will

A. Reduce by 200 kg

B. Increase by 200 kg

C. Increase by 250 kg

D. Reduce by 250 kg

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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 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

Select the incorrect statement.

A. A critical path always begins at the very first event.

B. A critical path always terminates at the last event.

C. Critical activities control the project duration.

D. Critical activity is the one for which free float is zero.

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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

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

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

An excavator costs Rs. 20,00,000 and has an estimated life of 8 years. It has no salvage value at the end of 8 years. The book value of the excavator at the end of 3 years using general double declining balance method is

A. Rs. 8,43,750

B. Rs. 8,75,000

C. Rs. 10,50,000

D. Rs. 11,56,250