1-2 is 4
2-3 is 7
3-4 is 8
All the above
D. All the above
CPM analysis is activity oriented
PERT analysis is event oriented
In CPM, the time is related to cost
All the above
Bulldozer
Clam shell
Scraper
Dump truck
Ice
Concrete
Loose sand
Earth
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
Crash time
Normal time
Optimistic time
Standard time
Emphasis is given to activities
Uncertainties are not allowed
Activities are represented by arrows
All the above
Rigid structure
Extraordinary delay in communications
Top level executions over work
All the above
Line organisation
Line and staff organisation
Functional organisation
Effective organisation
to + 3tm+ tp/3
to + 4tm+ tp/4
to + 4tm+ tp/5
to + 4tm+ tp/6
Digging of foundation started
Digging of foundation completed
Laying of concrete started
All the above
Crash time
Normal time
Optimistic time
Between normal time and crash time
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 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
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
Started 5 days later
Completed 5 days later
Performed at slower rate in 15 days
All the above
50 %
84.1 %
99.9 %
100 %
1910
1920
1930
1940
Moist loam
Good common earth
Well blasted rock
Wet sticky clay
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
A is correct but R is not correct
R is correct but A is not correct
Both A and R is correct
Both A and R is incorrect
Concrete
Loose sand
Asphalt
Firm earth
Having a single lump, are called uninodal curves
If symmetrical, are called normal curves
If not symmetrical, are called skew curves
All the above
Is artificially introduced
Is represented by a dotted line
Does not consume time
All the above
Event
Free float
Dummy
Constraint
80 and 90
90 and 80
85 and 75
75 and 83
Light construction
Heavy construction
Industrial construction
Electrical construction
Rs. 1740
Rs. 3480
Rs. 5220
Rs. 6960
Rs. 8,800
Rs. 7,600
Rs. 6,400
Rs. 5,000
Only (i) is correct
(i) and (ii) are correct
(i) and (iii) are correct
(ii) and (iii) are correct