Related Questions
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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
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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
C. 2, 3 and 4 are correct
D. 1, 2 and 4 are correct
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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
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4
Which of the following surfaces will give highest rolling resistance for a rubber tyred vehicle?
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4
The probability of completion of any activity within its expected time is
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4
The main disadvantage of line organisation, is
B. Extraordinary delay in communications
C. Top level executions over work
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4
Which of the following earth moving machines has the shortest cycle time?
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4
Pick up the incorrect statement from the following:
A. An activity of a project is denoted by an arrow on the net work
B. The tail of the arrow indicates the start of the activity
C. The head of the arrow indicates the end of the activity
D. The arrows are drawn to scale from left to right
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4
Which one of the following surfaces will give highest coefficient of traction while using crawler track tractors?
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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
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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
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4
In time-cost optimization of a project, crashing is done.
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 object of technical planning, is
A. Preparation of specifications
B. Preparation of estimates
C. Initiating the procurement action of resources
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4
The most popular type of organisation used for Civil Engineering Constructions, is
B. Line and staff organisation
C. Functional organisation
D. Effective organisation
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4
A four wheel truck or whose operating weight is 12000 kg is pulled along a road having a rising slope of 2% at a uniform speed. Assume grade resistance factor = 10 kg/tonne. The tension in the tow cable is 720 kg. The rolling resistance of the road will be
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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
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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
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4
Critical path lies along the activities having total float
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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
Updating may result in
A. Change of critical path
B. Decrease of project completion time
C. Increase of project completion time
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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
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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
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4
The difference between the time avail-to do a job and the time required to do the job, is known as
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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
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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
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4
The performance of a specific task in CPM, is known
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4
The direct cost of a project with respect to normal time is
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4
Free float for any activity is defined as the difference between
A. Its earliest finish time and earliest start time for its successor activity
B. Its latest start time and earliest start time
C. Its latest finish time and earliest start time for its successor activity
D. Its earliest finish time and latest start time for its successor activity
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4
Which of the following excavators is most suitable for digging under water?
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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.