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
B. Applying the theory' of probability to sample testing or inspection
20 kg/tonne
30 kg/tonne
40 kg/tonne
50 kg/tonne
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
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
1, 3 and 4 are correct
2, 3 and 4 are correct
1, 2 and 3 are correct
1, 2 and 4 are correct
Maximum float
Minimum float
Zero float
None of these
to + 3tm+ tp/3
to + 4tm+ tp/4
to + 4tm+ tp/5
to + 4tm+ tp/6
Shows the interdependencies of various jobs
Depicts the delay of jobs, if any
Points outgoing ahead of schedule of jobs, if any
None of these
Hoe
Shovel
Dragline
None of the above
50 %
Less than 50 %
More than 50 %
100 %
Decreasing the direct cost and increasing indirect cost
Increasing the direct cost and decreasing the indirect cost
Increasing the direct cost and indirect cost both
Decreasing the direct cost and indirect cost both
Optimistic time estimate refers to activities
Pessimistic time estimate refers to activities
Most likely time estimate refers to activities
All the above
Departmental representative or user
Local civil authority representative
Representative of engineer authority
All the above
Preparation of estimate
Survey of the site
Initiation of proposal
Preparation of tender
80 and 90
90 and 80
85 and 75
75 and 83
Most likely time
Optimistic time
Pessimistic time
Expected time
Earliest start of an activity is the early event time of the node it leaves.
Latest finish of an activity is the late event time of the node it enters.
Latest start of an activity is its latest finish minus its duration.
None of the above
Minor works
Major works
Large projects
All the Above
Rs. 4,75,000
Rs. 5,75,000
Rs. 6,50,000
Rs. 8,50,000
Crash time
Normal time
Optimistic time
Standard time
Event
Free float
Dummy
Constraint
1-2 is 4
2-3 is 7
3-4 is 8
All the above
Light construction
Heavy construction
Industrial construction
Private construction
Is an improvement upon bar chart method
Provides a realistic approach to daily problems
Avoids delays which are very common in bar charts
All the above
3425 kg
5515 kg
4350 kg
2975 kg
Drag line
Hoe
Clam shell
Dipper shovel
Ice
Concrete
Loose sand
Earth
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
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
Rs. 31050
Rs. 34500
Rs. 37950
Rs. 50000
100% at the site
67% at the site and 33% under procurement
50% at the site and 50% under procurement
33% at the site and 67% under procurement