Decreasing the direct cost and increasing indirect cost
Increasing the direct cost and decreasing the indirect cost
Increasing the direct cost and indirect cost both
Decreasing the direct cost and indirect cost both
B. Increasing the direct cost and decreasing the indirect cost
Having a single lump, are called uninodal curves
If symmetrical, are called normal curves
If not symmetrical, are called skew curves
All the above
Assistant Engineer
Executive Engineer
Superintending Engineer
Chief Engineer
The detailed estimated cost based on detailed design
The several alternatives of the project that have been considered
The soil survey, traffic survey, concept design and approximate cost
The contract documents for inviting tenders
Light construction
Heavy construction
Industrial construction
None of these
Drag line
Hoe
Clam shell
Dipper shovel
Dummy
Event
Activity
Contract
The float may be positive, zero or negative
If the float is positive and the activity is delayed by a period equal to its total float, the completion of project is not delayed
If the float of an activity is negative, delay in its performance is bound to delay the completion of project
All the above
Executive Engineer
Engineer
Junior Engineer
Assistant Engineer
Started 5 days later
Completed 5 days later
Performed at slower rate in 15 days
All the above
Trimming and finishing
Shaping and trimming
Finishing and shaping
Finishing, shaping and trimming
The difference of latest occurrence time and earliest expected time, is called slack
The activities connecting the events having zero slack, lie on the critical path
The critical path consumes the maximum time
All the above
Unity of command
Effective control at all levels
Delegation of authority
All the above
Change of critical path
Decrease of project completion time
Increase of project completion time
All of the above
The duration between the earliest start time of the preceding event and latest finish time of the succeeding event, is called 'float'
The duration of time by which an activity can be delayed without affecting the succeeding activity, is called free float
The difference between total float and free float, is called interfering float
All the above
Total duration of project is reduced
Total duration of project is increased
Uniform demand of resources is achieved
Cost of project is controlled
Normal distribution curve
Poisson's distribution curve
Beta distribution curve
None of the above
Line organisation
Line and staff organisation
Functional organisation
Effective organisation
1880
1900
1920
1940
(i), (ii) and (iv) are correct
(ii), (iii) and (iv) are correct
(i), (iii) and (iv) are correct
(i), (ii) and (iii) are correct
1, 2, 4, 3, 5
1, 3, 2, 4, 5
1, 2, 3, 4, 5
1, 3, 4, 2, 5
Vertical lines
Horizontal lines
Dots
Crosses
1-2 is 4
2-3 is 7
3-4 is 8
All the above
The difference between the earliest start time and latest finish time of any activity, is the maximum time available for the activity
The difference between the maximum time available for the job and actual time it consumes, is called total float
The difference between the latest start time and earliest start time of an activity, is called total float
None of these
(i) and (iii) are correct
(i) and (iv) are correct
(ii) and (iii) are correct
(ii) and (iv) are correct
4 days
6 days
10 days
16 days
Effective command and control
Rigid discipline in the organisation
Defined responsibilities at all levels
All the above
1, 3 and 4 are correct
2, 3 and 4 are correct
1, 2 and 3 are correct
1, 2 and 4 are correct
Measurement of risks to eliminate failures
Applying the theory' of probability to sample testing or inspection
Reduction in wastage of inspection costs
Reduction in costs for the removal of defects
Reduce by 200 kg
Increase by 200 kg
Increase by 250 kg
Reduce by 250 kg
Event
Free float
Dummy
Constraint