3425 kg
5515 kg
4350 kg
2975 kg
B. 5515 kg
1910
1920
1930
1940
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
Is artificially introduced
Is represented by a dotted line
Does not consume time
All the above
Determines the status of each activity
Adjusts automatically changes in activity progress
Is a dynamic system
None of these
Ice
Concrete
Loose sand
Earth
Longest duration
Highest cost slope
Least cost slope
Shortest duration
Duration
Total float
Free float
Interfering float
Activity of an excavation of a footing
Activity of an excavation which starts at event No. 1 and ends at even No. 2
Activity of excavation which takes 8 units of time
None of these
Maximum float
Minimum float
Zero float
None of these
Its latest finish time and earliest start time for its successor activity
Its latest start time and earliest start time
Its latest start time and earliest finish time
Its earliest finish time and earliest start time for its successor activity
19
14
24
None of these
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
Site located
Foundation is being dug
The office area is being cleaned
The invitations are being sent
Event
Free float
Dummy
Constraint
Smooth-wheeled rollers
Vibratory rollers
Sheep foot rollers
Tampers
(t1 - t2) - t
t - (t1 - t2)
(t1 + t2) - t
t + (t1 - t2)
Event flow scheduling technique
Critical ratio scheduling
Slotting technique for scheduling
Short interval scheduling
Site investigation started
Sessional work completed
Bus starts from Jaipur
Class is being attended
Crash time
Normal time
Optimistic time
Standard time
Light construction
Heavy construction
Industrial construction
Private construction
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
Only (i) is correct
(i) and (ii) are correct
(i) and (iii) are correct
(ii) and (iii) are correct
Is always longest
Is always shortest
May be longest
May be shortest
Earliest start of an activity is the early event time of the node it leaves.
Latest finish of an activity is the late event time of the node it enters.
Latest start of an activity is its latest finish minus its duration.
None of the above
Emphasis is given to activities
Uncertainties are not allowed
Activities are represented by arrows
All the above
Reduce by 200 kg
Increase by 200 kg
Increase by 250 kg
Reduce by 250 kg
3425 kg
5515 kg
4350 kg
2975 kg
Identify the activities which can be delayed without affecting the total float of preceding activity
Identify the activities, which can be delayed without affecting the total float of succeeding activity
Establish priorities
Identify the activities which can be delayed without affecting the total float of either the preceding or succeeding activities
Unity of command
Effective control at all levels
Delegation of authority
All the above
Yes, because of heavier overheads and handling cost
Yes, because of the very high order of quality control for the factory made components
No, because of repetitive manufacture of a number of elements
No, because of savings in site labour