A project is divided into various activities
Required time for each activity is established
Net work is drawn by connecting the activities and the events
All the above
D. All the above
Should invest in neither of the two projects
Could invest in either of the two projects
Should invest in project A
Should invest in project B
80 and 90
90 and 80
85 and 75
75 and 83
Event
Dummy
Duration
Float
50 %
Less than 50 %
More than 50 %
100 %
Number of operations
Output of labour
Output of machinery
All the above
Rs. 1740
Rs. 3480
Rs. 5220
Rs. 6960
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
(a + m + b)/6
(a + 2m + b)/6
(a + 4m + b)/6
(a + 5m + b)/6
Decreasing the direct cost and increasing indirect cost
Increasing the direct cost and decreasing the indirect cost
Increasing the direct cost and indirect cost both
Decreasing the direct cost and indirect cost both
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
Trimming and finishing
Shaping and trimming
Finishing and shaping
Finishing, shaping and trimming
On commencement of work at site for payment of loan taken by him
For the purchase of construction materials
For the payment of advances to labour and other staff
For all activities required to start the work at site on finalization of the contract document
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
Total float and free float
Total float and independent float
Free float and independent float
None of 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
Concrete cured
Fixing of door
Plastering of walls
Selecting sites
Digging of foundation started
Digging of foundation completed
Laying of concrete started
All the above
1-2 is 4
2-3 is 7
3-4 is 8
All the above
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
An analytic in concept
Limited of event oriented diagrams
Used for research and development projects
All the above
EF = ES + D
LS = LF - D
LF = LS + D
All the above
500 cum
1000 cum
1500 cum
2000 cum
Unity of command
Effective control at all levels
Delegation of authority
All the above
Measurement of risks to eliminate failures
Applying the theory' of probability to sample testing or inspection
Reduction in wastage of inspection costs
Reduction in costs for the removal of defects
Crash time
Normal time
Optimistic time
Standard time
Acquisition of land
Selection of site
Fmalisation of alignment of work
All the above
Line organisation
Line and staff organisation
Functional organisation
None of these
Resource levelling
Resource smoothening
Updating
Critical path scheduling
Minimum time
Maximum time
Maximum cost
Minimum cost
Optimistic time estimate refers to activities
Pessimistic time estimate refers to activities
Most likely time estimate refers to activities
All the above