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4

A golden rule for the procurement of construction stones, suggests

A. 100% at the site

B. 67% at the site and 33% under procurement

C. 50% at the site and 50% under procurement

D. 33% at the site and 67% under procurement

Correct Answer :

B. 67% at the site and 33% under procurement


Related Questions

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4

In the time-cost optimisation, using CPM method for network analysis, the crashing of the activities along the critical path is done starting with the activity having

A. Longest duration

B. Highest cost slope

C. Least cost slope

D. Shortest duration

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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

Mile Stone charts were invented in the year of

A. 1910

B. 1920

C. 1930

D. 1940

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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

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

Whenever an activity has zero total float, then

A. Free float of the activity must be zero but independent float need not be zero

B. Independent float must be zero but free float need not be zero

C. Free float and independent float both must be zero

D. Free float and independent float both need not be zero

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4

An event is indicated on the network by a number enclosed in

A. A circle

B. A square

C. A triangle

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

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

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

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

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

Railway projects are treated as

A. Light construction

B. Heavy construction

C. Industrial construction

D. None of these

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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

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

Which of the following is a weakness of bar chart?

A. Interdependencies of activities

B. Project progress

C. Uncertainties

D. All of the above

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4

The area under the Beta distribution curve is divided into two equal parts by

A. Most likely time

B. Optimistic time

C. Pessimistic time

D. Expected time

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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

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

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

A machine is purchased for Rs. 10,000,00 and has an estimated life of 10 years. The salvage value at the end of 10 years is Rs. 1,50,000. The book value of the machine at the end of 5 years using general straight line method of evaluation of depreciation is

A. Rs. 4,75,000

B. Rs. 5,75,000

C. Rs. 6,50,000

D. Rs. 8,50,000

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4

Works costing less than Rs. 20,000 are treated as

A. Any project

B. Major projects

C. Minor projects

D. All 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

Final technical authority of a project lies with

A. Assistant Engineer

B. Executive Engineer

C. Superintending Engineer

D. Chief Engineer

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4

Select the incorrect statement.

A. Earliest start of an activity is the early event time of the node it leaves.

B. Latest finish of an activity is the late event time of the node it enters.

C. Latest start of an activity is its latest finish minus its duration.

D. None of the above

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4

Frequency distribution curves

A. Having a single lump, are called uninodal curves

B. If symmetrical, are called normal curves

C. If not symmetrical, are called skew curves

D. All 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

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

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4

The most suitable type of equipment for compaction of cohesive soils is

A. Smooth-wheeled rollers

B. Vibratory rollers

C. Sheep foot rollers

D. Tampers