30 kg
300 kg
900 kg
1000 kg
C. 900 kg
1, 2, 4, 3, 5
1, 3, 2, 4, 5
1, 2, 3, 4, 5
1, 3, 4, 2, 5
Optimistic time
Pessimistic time
Most likely time
All the above
Crash time
Normal time
Optimistic time
Standard time
Forward pass is used for calculating earliest expected time
Backward pass is used for calculating the latest occurrence time
Maximum value of earliest expected time is used if there is more than one value of any event
All the above
Rs. 8,800
Rs. 7,600
Rs. 6,400
Rs. 5,000
An analytic in concept
Limited of event oriented diagrams
Used for research and development projects
All the above
Its earliest finish time and earliest start time for its successor activity
Its latest start time and earliest start time
Its latest finish time and earliest start time for its successor activity
Its earliest finish time and latest start time for its successor activity
4 days
6 days
10 days
16 days
Having a single lump, are called uninodal curves
If symmetrical, are called normal curves
If not symmetrical, are called skew curves
All the above
1880
1900
1920
1940
A person
A firm
An agency
All the above
Determines the status of each activity
Adjusts automatically changes in activity progress
Is a dynamic system
None of these
Drag line
Hoe
Clam shell
Dipper shovel
500 cum
1000 cum
1500 cum
2000 cum
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
2
3
4
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
Dummy
Event
Activity
Contract
Interdependencies of activities
Project progress
Uncertainties
All of the above
Small projects
Large and complex projects
Research and development projects
Deterministic activities
100% at the site
67% at the site and 33% under procurement
50% at the site and 50% under procurement
33% at the site and 67% under procurement
Light construction
Heavy construction
Industrial construction
None of these
Event
Float
Duration
Constraint
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
Cheapest critical activity
Cheapest noncritical activity
Costliest critical activity
Costliest noncritical activity
Line organisation
Line and staff organisation
Functional organisation
None of these
Rs. 4,75,000
Rs. 5,75,000
Rs. 6,50,000
Rs. 8,50,000
(i), (ii) and (iv) are correct
(ii), (iii) and (iv) are correct
(i), (iii) and (iv) are correct
(i), (ii) and (iii) are correct
Positive
Negative
Zero
Same