Is artificially introduced
Is represented by a dotted line
Does not consume time
All the above
D. All the above
Drag line
Hoe
Clam shell
Dipper shovel
Event flow scheduling technique
Critical ratio scheduling
Slotting technique for scheduling
Short interval scheduling
Optimistic time
Pessimistic time
Most likely time
All the above
Normal distribution curve
Poisson's distribution curve
Beta distribution curve
None of the above
Identify the activities which can be delayed without affecting the total float of preceding activity
Identify the activities, which can be delayed without affecting the total float of succeeding activity
Establish priorities
Identify the activities which can be delayed without affecting the total float of either the preceding or succeeding activities
Maximum float
Minimum float
Zero float
None of these
20 kg/tonne
30 kg/tonne
40 kg/tonne
50 kg/tonne
Concrete
Loose sand
Asphalt
Firm earth
Ice
Concrete
Loose sand
Earth
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
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
Programme Evaluation and Review Technique, is event oriented
Programme Evaluation and Review Technique is not event oriented
Critical Path Method is event oriented
Critical Path method is event oriented
(i), (ii) and (iv) are correct
(ii), (iii) and (iv) are correct
(i), (iii) and (iv) are correct
(i), (ii) and (iii) are correct
Line organisation
Line and staff organisation
Functional organisation
None of these
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
An analytic in concept
Limited of event oriented diagrams
Used for research and development projects
All the above
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
Bar chart method
Milestone chart
Critical path method (CPM)
Programme Evaluation and Review Technique (PERT)
1880
1900
1920
1940
Resources
Project duration time
Both resources and project duration time
None of the above
Light construction
Heavy construction
Industrial construction
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
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
1, 3 and 4 are correct
2, 3 and 4 are correct
1, 2 and 3 are correct
1, 2 and 4 are correct
Optimistic time estimate refers to activities
Pessimistic time estimate refers to activities
Most likely time estimate refers to activities
All the above
1 and 4 are correct
2 and 3 are correct
1 and 4 are correct
1 and 2 are correct
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
EF = ES + D
LS = LF - D
LF = LS + D
All the above
3425 kg
5515 kg
4350 kg
2975 kg
20
25
35
15