Rs. 8,43,750
Rs. 8,75,000
Rs. 10,50,000
Rs. 11,56,250
A. Rs. 8,43,750
Site investigation started
Sessional work completed
Bus starts from Jaipur
Class is being attended
Most likely time
Optimistic time
Pessimistic time
Expected time
Positive
Negative
Zero
Same
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
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
Small projects
Large and complex projects
Research and development projects
Deterministic activities
Greater than earliest event time of the following node
Less than earliest event time of the following node
Less than or equal to earliest event time of the following node
Greater than or equal to earliest event time of the following node
An analytic in concept
Limited of event oriented diagrams
Used for research and development projects
All the above
Cheapest critical activity
Cheapest noncritical activity
Costliest critical activity
Costliest noncritical activity
Ice
Concrete
Loose sand
Earth
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
1, 3 and 4 are correct
2, 3 and 4 are correct
1, 2 and 3 are correct
1, 2 and 4 are correct
Rs. 4,75,000
Rs. 5,75,000
Rs. 6,50,000
Rs. 8,50,000
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
Normal distribution curve
Poisson's distribution curve
Beta distribution curve
None of the above
Activity arrows in a CPM network are drawn to scale
The tail of an arrow represents the finish of an activity
Arrow bead represents the start of an activity
None of the above
LST-EST
LFT-EFT
TL-EFT
All the above
Resources
Project duration time
Both resources and project duration time
None of the above
Rigid structure
Extraordinary delay in communications
Top level executions over work
All the above
Equal to X
More than X
Less than X
Any of the above
Departmental representative or user
Local civil authority representative
Representative of engineer authority
All the above
An activity
An event
Both event and activity
None of the above
Crash time
Normal time
Optimistic time
Between normal time and crash time
Earliest expected time is denoted by TE
Latest occurrence time is denoted by TL
Contractual obligation time is denoted by Ts
All the above
Vertical lines
Horizontal lines
Dots
Crosses
Moist loam
Sand and gravel
Good common earth
Wet sticky clay
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
Is artificially introduced
Is represented by a dotted line
Does not consume time
All the above
Is always longest
Is always shortest
May be longest
May be shortest