Site investigation started
Sessional work completed
Bus starts from Jaipur
Class is being attended
D. Class is being attended
1880
1900
1920
1940
Minor works
Major works
Large projects
All the Above
Bar chart
Gantt chart
Modified Mile stone chart
All the above
A critical path always begins at the very first event.
A critical path always terminates at the last event.
Critical activities control the project duration.
Critical activity is the one for which free float is zero.
Is artificially introduced
Is represented by a dotted line
Does not consume time
All the above
4 days
6 days
10 days
16 days
30 kg
300 kg
900 kg
1000 kg
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
Moist loam
Sand and gravel
Good common earth
Wet sticky clay
An analytic in concept
Limited of event oriented diagrams
Used for research and development projects
All the above
Drag line
Hoe
Clam shell
Dipper shovel
Change of critical path
Decrease of project completion time
Increase of project completion time
All of the above
Ice
Concrete
Loose sand
Earth
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
Optimistic time estimate refers to activities
Pessimistic time estimate refers to activities
Most likely time estimate refers to activities
All the above
Normal time
Slow time
Crash time
Standard time
20
25
35
15
Concrete
Loose sand
Asphalt
Firm earth
1, 3, 2, 4
3, 1, 4, 2
3, 1, 2, 4
1, 3, 4, 2
1, 2, 4, 3, 5
1, 3, 2, 4, 5
1, 2, 3, 4, 5
1, 3, 4, 2, 5
Total float
Free float
Interfering float
Independent float
LST-EST
LFT-EFT
TL-EFT
All the above
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
The various functions under each activity, are shown by one bar on Bar Charts
Bar chart establishes the interdependency of one event on another
Only approximate percentage of the completed work is reported
None of these
Rigid structure
Extraordinary delay in communications
Top level executions over work
All the above
Strict adherence to specifications
Separation of planning and design part
Each individual maintains functional efficiency
All the above
Interdependencies of activities
Project progress
Uncertainties
All of the above
Line organisation
Line and staff organisation
Functional organisation
Effective organisation
Longest duration
Highest cost slope
Least cost slope
Shortest duration
Moist loam
Good common earth
Well blasted rock
Wet sticky clay