An activity
An event
Both event and activity
None of the above
B. An event
Excavation for foundation
Curing of concrete
Setting of question paper
All the above
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
CPM analysis is activity oriented
PERT analysis is event oriented
In CPM, the time is related to cost
All the above
An activity
An event
Both event and activity
None of the above
Light construction
Heavy construction
Industrial construction
None of these
Reduce by 200 kg
Increase by 200 kg
Increase by 250 kg
Reduce by 250 kg
1, 2 and 4
3, 4 and 5
1, 3 and 4
1, 2 and 5
Shows the interdependencies of various jobs
Depicts the delay of jobs, if any
Points outgoing ahead of schedule of jobs, if any
None of these
Strict adherence to specifications
Separation of planning and design part
Each individual maintains functional efficiency
All the above
3425 kg
5515 kg
4350 kg
2975 kg
Preceding activities
Succeeding activities
The particular activity involved
None of the above
Rigid structure
Extraordinary delay in communications
Top level executions over work
All the above
(i), (ii) and (iv) are correct
(ii), (iii) and (iv) are correct
(i), (iii) and (iv) are correct
(i), (ii) and (iii) are correct
A circle
A square
A triangle
All the above
(t1 - t2) - t
t - (t1 - t2)
(t1 + t2) - t
t + (t1 - t2)
(a + m + b)/6
(a + 2m + b)/6
(a + 4m + b)/6
(a + 5m + b)/6
Line organisation
Line and staff organisation
Functional organisation
Effective organisation
Hoe
Shovel
Dragline
None of the above
On all the activities
On all the activities lying on the critical path
Only on activities lying on the original critical path and having flatter cost slopes
On original critical activities and those that become critical at any stage of crashing in the order of ascending cost slope
Positive
Negative
Zero
Same
Maximum float
Minimum float
Zero float
None of these
To concentrate his attention on critical activities
To divert the resources from non-critical advanced activities to critical activities
To be cautious for avoiding any delay in the critical activities to avoid delay of the whole project
All the above
Trimming and finishing
Shaping and trimming
Finishing and shaping
Finishing, shaping and trimming
Resources
Project duration time
Both resources and project duration time
None of the above
3.7 years
4.23 years
5 years
7.87 years
Concrete
Loose sand
Asphalt
Firm earth
CPA (Critical Path Analysis)
CPP (Critical Path Plotted)
MCE (Minimum Cost Expenditure)
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
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 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