Is an improvement upon bar chart method
Provides a realistic approach to daily problems
Avoids delays which are very common in bar charts
All the above
D. All the above
10000 kg
12500 kg
22500 kg
5000 kg
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
1880
1900
1920
1940
Line organisation
Line and staff organisation
Functional organisation
Effective organisation
Optimistic time
Pessimistic time
Most likely time
All the above
A person
A firm
An agency
All the above
Site investigation started
Sessional work completed
Bus starts from Jaipur
Class is being attended
Light construction
Heavy construction
Industrial construction
None of these
CPM analysis is activity oriented
PERT analysis is event oriented
In CPM, the time is related to cost
All the above
Assistant Engineer
Executive Engineer
Superintending Engineer
Chief Engineer
Rs. 8,800
Rs. 7,600
Rs. 6,400
Rs. 5,000
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
Most likely time
Optimistic time
Pessimistic time
Expected time
Comparison of profit and loss
Comparison of assets and liabilities
Change in output due to change in input
Economics of cost and benefits of the project
Total float
Free float
Interfering float
Independent float
Synthesising in concepts
Is built of activities oriented programme
Is based on time estimate
All the above
80 and 90
90 and 80
85 and 75
75 and 83
An analytic in concept
Limited of event oriented diagrams
Used for research and development projects
All the above
Event
Float
Duration
Constraint
CPA (Critical Path Analysis)
CPP (Critical Path Plotted)
MCE (Minimum Cost Expenditure)
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
Rs. 31050
Rs. 34500
Rs. 37950
Rs. 50000
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
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
Resources
Project duration time
Both resources and project duration time
None of the above
Instructions by the executive engineers
Construction measurements
Issue of store equipments
Names of the casual labour
Site survey
Availability of construction materials
Availability of labour
All the above
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
1, 2 and 4
3, 4 and 5
1, 3 and 4
1, 2 and 5