Instructions by the executive engineers
Construction measurements
Issue of store equipments
Names of the casual labour
A. Instructions by the executive engineers
CPM analysis is activity oriented
PERT analysis is event oriented
In CPM, the time is related to cost
All the above
Normal distribution curve
Poisson's distribution curve
Beta distribution curve
None of 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
Bar chart method
Milestone chart
Critical path method (CPM)
Programme Evaluation and Review Technique (PERT)
Number of operations
Output of labour
Output of machinery
All the above
Light construction
Heavy construction
Industrial construction
None of these
Line organisation
Line and staff organisation
Functional organisation
Effective organisation
3.7 years
4.23 years
5 years
7.87 years
2.3% and 84.1%
97.7% and 84.1%
97.7 % and 15.9%
15.9% and 97.7%
Planning
Designing
Execution
All the above
500 cum
1000 cum
1500 cum
2000 cum
Positive
Negative
Zero
Same
Determines the status of each activity
Adjusts automatically changes in activity progress
Is a dynamic system
None of these
Light construction
Heavy construction
Industrial construction
Electrical construction
1, 2 and 3 are correct
1 and 4 are correct
2, 3 and 4 are correct
1, 2 and 4 are correct
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
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
50 %
84.1 %
99.9 %
100 %
4 days
6 days
10 days
16 days
Free float of the activity must be zero but independent float need not be zero
Independent float must be zero but free float need not be zero
Free float and independent float both must be zero
Free float and independent float both need not be zero
Site located
Foundation is being dug
The office area is being cleaned
The invitations are being sent
Light construction
Heavy construction
Industrial construction
Private construction
Hoe
Shovel
Dragline
None of the above
Is always longest
Is always shortest
May be longest
May be shortest
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
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
The fund for rebuilding a structure when its economic life is over
Raised to meet maintenance costs
The total sum to be paid to the municipal authorities by the tenants
A part of the money kept in reserve for providing additional structures and structural modifications
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