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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

Correct Answer :

D. Between normal time and crash time


Related Questions

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4

The artificial activity which indicates that an activity following it, cannot be started unless the preceding activity is complete, is known as

A. Event

B. Free float

C. Dummy

D. Constraint

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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

While scheduling a project by C.P.M.

A. A project is divided into various activities

B. Required time for each activity is established

C. Net work is drawn by connecting the activities and the events

D. All the above

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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

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

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

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

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

In CPM analysis,

A. Emphasis is given to activities

B. Uncertainties are not allowed

C. Activities are represented by arrows

D. All the above

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4

Which one of the following surfaces will give highest coefficient of traction while using crawler track tractors?

A. Ice

B. Concrete

C. Loose sand

D. Earth

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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

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

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

If D is the duration, ES and EF are the earliest start and finish, LS and LF are latest start and latest finish time, then the following relation holds good

A. EF = ES + D

B. LS = LF - D

C. LF = LS + D

D. All the above

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4

Which one of the following represents an activity?

A. Excavation for foundation

B. Curing of concrete

C. Setting of question paper

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

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

For a given size of bucket, the ideal output of a dragline will be least in

A. Moist loam

B. Sand and gravel

C. Good common earth

D. Wet sticky clay

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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

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

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

Mile Stone charts were invented in the year of

A. 1910

B. 1920

C. 1930

D. 1940

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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

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 time by which activity completion time can be delayed without affecting the start of succeeding activities, is known as

A. Duration

B. Total float

C. Free float

D. Interfering 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

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

The performance of a specific task in CPM, is known

A. Dummy

B. Event

C. Activity

D. Contract

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4

The maximum rimpull in the first gear of a tractor while towing a load is 6300 kg. The tractor weighs 12.5 tonnes and is operating along a 2 percent upgrade and the rolling resistance is 45 kg/tonne. Pull available for towing the load is

A. 3425 kg

B. 5515 kg

C. 4350 kg

D. 2975 kg

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4

PERT analysis is based on

A. Optimistic time

B. Pessimistic time

C. Most likely time

D. All the above