19
14
24
None of these
A. 19
Total float and free float
Total float and independent float
Free float and independent float
None of the above
Number of operations
Output of labour
Output of machinery
All the above
Reduce by 200 kg
Increase by 200 kg
Increase by 250 kg
Reduce by 250 kg
A is correct but R is not correct
R is correct but A is not correct
Both A and R is correct
Both A and R is incorrect
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
Bar chart method
Milestone chart
Critical path method (CPM)
Programme Evaluation and Review Technique (PERT)
Vertical lines
Horizontal lines
Dots
Crosses
Preparation of estimate
Survey of the site
Initiation of proposal
Preparation of tender
(i) and (iii) are correct
(i) and (iv) are correct
(ii) and (iii) are correct
(ii) and (iv) are correct
Change of critical path
Decrease of project completion time
Increase of project completion time
All of the above
8 days
9 days
10 days
15 days
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
1910
1920
1930
1940
Event flow scheduling technique
Critical ratio scheduling
Slotting technique for scheduling
Short interval scheduling
Light construction
Heavy construction
Industrial construction
None of these
Emphasis is given to activities
Uncertainties are not allowed
Activities are represented by arrows
All the above
Hoe
Shovel
Dragline
None of the above
Most likely time
Optimistic time
Pessimistic time
Expected time
Light construction
Heavy construction
Industrial construction
Private construction
10000 kg
12500 kg
22500 kg
5000 kg
Rs. 8,43,750
Rs. 8,75,000
Rs. 10,50,000
Rs. 11,56,250
Programme Evaluation and Review Technique, is event oriented
Programme Evaluation and Review Technique is not event oriented
Critical Path Method is event oriented
Critical Path method is event oriented
The latest occurrence time of the node of which the activity arrow terminates minus the duration of the activity, is called latest start time
The latest occurrence time for the node at which the activity arrow terminates, is called latest finish time
Earliest occurrence time of the event from which the activity arrow' originates, is called earliest start time of the activity
All the above
Normal durations for all the activities
Crash durations for all activities
Crash durations for all the activities along the critical path obtained by taking into account the normal duration for all the activities
Crash durations for all the activities along the critical path obtained by taking into account the crash duration for all the activities
1 and 4 are correct
2 and 3 are correct
1 and 4 are correct
1 and 2 are correct
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
An activity
An event
Both event and activity
None of the above
1, 2 and 3 are correct
1 and 4 are correct
2, 3 and 4 are correct
1, 2 and 4 are correct
3.5 and 5/6
5 and 25/36
3.5 and 25/36
4 and 5/6
1-2 is 4
2-3 is 7
3-4 is 8
All the above