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
D. All the above
Synthesising in concepts
Is built of activities oriented programme
Is based on time estimate
All the above
Maximum float
Minimum float
Zero float
None of these
Having a single lump, are called uninodal curves
If symmetrical, are called normal curves
If not symmetrical, are called skew curves
All the above
Change of critical path
Decrease of project completion time
Increase of project completion time
All of the above
Resources
Project duration time
Both resources and project duration time
None of the above
Excavation for foundation
Curing of concrete
Setting of question paper
All the above
Minor works
Major works
Large projects
All the Above
Drag line
Hoe
Clam shell
Dipper shovel
Hoe
Shovel
Dragline
None of the above
An engineer
An architect
An owner
All the above
1
2
3
4
Equal to X
More than X
Less than X
Any of the above
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
Optimistic time
Pessimistic time
Most likely time
All the above
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
1 and 4 are correct
2 and 3 are correct
1 and 4 are correct
1 and 2 are correct
Line organisation
Line and staff organisation
Functional organisation
Effective organisation
50 %
Less than 50 %
More than 50 %
100 %
Bar chart method
Milestone chart
Critical path method (CPM)
Programme Evaluation and Review Technique (PERT)
Total duration of project is reduced
Total duration of project is increased
Uniform demand of resources is achieved
Cost of project is controlled
Executive Engineer
Engineer
Junior Engineer
Assistant Engineer
CPM analysis is activity oriented
PERT analysis is event oriented
In CPM, the time is related to cost
All the above
1, 3 and 4 are correct
2, 3 and 4 are correct
1, 2 and 3 are correct
1, 2 and 4 are correct
Total float
Free float
Interfering float
Independent float
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
20
25
35
15
The activity is the time consuming part of a project
The beginning and end of a job, are called events
The activity which consumes maximum time, is called a node
Logically and sequentially connected activities and events form a network
Site located
Foundation is being dug
The office area is being cleaned
The invitations are being sent
Rs. 8,800
Rs. 7,600
Rs. 6,400
Rs. 5,000
Moist loam
Sand and gravel
Good common earth
Wet sticky clay