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What is the correct answer?

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)

Correct Answer :

A. (t1 - t2) - t


Related Questions

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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

Modular co-ordination of construction means proper

A. Planning

B. Designing

C. Execution

D. All the above

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4

A critical ratio scheduling

A. Determines the status of each activity

B. Adjusts automatically changes in activity progress

C. Is a dynamic system

D. None of these

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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

Critical path

A. Is always longest

B. Is always shortest

C. May be longest

D. May be shortest

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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

Bar charts are suitable for

A. Minor works

B. Major works

C. Large projects

D. All the Above

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4

For the supply of materials for concrete, form work reinforcing and placing of concrete, removal of form work and curing of concrete, number of bar(s) required on bar chart, is

A. 1

B. 2

C. 3

D. 4

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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 analysis is based on

A. Optimistic time

B. Pessimistic time

C. Most likely time

D. All the above

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4

Grader is used mainly for

A. Trimming and finishing

B. Shaping and trimming

C. Finishing and shaping

D. Finishing, shaping and trimming

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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 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

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

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

Consider the following statements: In the critical path method of construction planning, Free Float can be.
1. Greater than Total Float.
2. Greater than Independent Float
3. Equal to Total Float.
4. Less than Independent Float. Of these statements

A. 1 and 4 are correct

B. 2 and 3 are correct

C. 1 and 4 are correct

D. 1 and 2 are correct

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4

Select the incorrect statement.

A. Start float and finish float are always equal.

B. Total float can be either start float or finish float.

C. Start float and finish float need not be equal.

D. Start float and finish float are the differences between activity times and not event times.

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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

Updating may result in

A. Change of critical path

B. Decrease of project completion time

C. Increase of project completion time

D. All of 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

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

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

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 PERT event from the following:

A. Digging of foundation started

B. Digging of foundation completed

C. Laying of concrete started

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

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

Various activities of a project, are shown on bar charts by

A. Vertical lines

B. Horizontal lines

C. Dots

D. Crosses

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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

CPM is

A. Synthesising in concepts

B. Is built of activities oriented programme

C. Is based on time estimate

D. All the above