Event
Free float
Dummy
Constraint
C. Dummy
Is always longest
Is always shortest
May be longest
May be shortest
2 kg/tonne
6 kg/tonne
9 kg/tonne
20 kg/tonne
Duration
Total float
Free float
Interfering float
Site investigation started
Sessional work completed
Bus starts from Jaipur
Class is being attended
Preparation of estimate
Survey of the site
Initiation of proposal
Preparation of tender
Line organisation
Line and staff organisation
Functional organisation
None of these
Minor works
Major works
Large projects
All the Above
To concentrate his attention on critical activities
To divert the resources from non-critical advanced activities to critical activities
To be cautious for avoiding any delay in the critical activities to avoid delay of the whole project
All the above
Determines the status of each activity
Adjusts automatically changes in activity progress
Is a dynamic system
None of these
Dummy
Event
Activity
Contract
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) and (iii) are correct
(i) and (iv) are correct
(ii) and (iii) are correct
(ii) and (iv) are correct
Optimistic time estimate refers to activities
Pessimistic time estimate refers to activities
Most likely time estimate refers to activities
All the above
Bulldozer
Clam shell
Scraper
Dump truck
Line organisation
Line and staff organisation
Functional organisation
Effective organisation
CPA (Critical Path Analysis)
CPP (Critical Path Plotted)
MCE (Minimum Cost Expenditure)
All the above
Minimum
Maximum
Zero
Infinite
Increase in rates of only important materials
Variation in cost in materials element, labour element and petrol-oillubricant element
Variation in total cost of the project on an ad hoc basis
Rate of inflation
LST-EST
LFT-EFT
TL-EFT
All the above
Event
Node
Connector
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
Total duration of project is reduced
Total duration of project is increased
Uniform demand of resources is achieved
Cost of project is controlled
Rs. 4,75,000
Rs. 5,75,000
Rs. 6,50,000
Rs. 8,50,000
Optimistic time
Pessimistic time
Most likely time
All the above
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
Moist loam
Sand and gravel
Good common earth
Wet sticky clay
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
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
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
Most likely time
Optimistic time
Pessimistic time
Expected time