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
A. Should invest in neither of the two projects
3425 kg
5515 kg
4350 kg
2975 kg
An activity
An event
Both event and activity
None of the above
Rs. 8,800
Rs. 7,600
Rs. 6,400
Rs. 5,000
Equal to X
More than X
Less than X
Any of the above
500 cum
1000 cum
1500 cum
2000 cum
Any project
Major projects
Minor projects
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
to + 3tm+ tp/3
to + 4tm+ tp/4
to + 4tm+ tp/5
to + 4tm+ tp/6
Both A and R is true and R is the correct explanation of A
Both A and R is true but R is not the correct explanation of A
A is true but R is false
A is false but R is true
Minimum
Maximum
Zero
Infinite
Bar chart method
Milestone chart
Critical path method (CPM)
Programme Evaluation and Review Technique (PERT)
10000 kg
12500 kg
22500 kg
5000 kg
Normal durations for all the activities
Crash durations for all activities
Crash durations for all the activities along the critical path obtained by taking into account the normal duration for all the activities
Crash durations for all the activities along the critical path obtained by taking into account the crash duration for all the activities
Resource levelling
Resource smoothening
Updating
Critical path scheduling
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
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
Is artificially introduced
Is represented by a dotted line
Does not consume time
All the above
LST-EST
LFT-EFT
TL-EFT
All the above
Normal distribution curve
Poisson's distribution curve
Beta distribution curve
None of the above
(a + m + b)/6
(a + 2m + b)/6
(a + 4m + b)/6
(a + 5m + b)/6
Preparation of specifications
Preparation of estimates
Initiating the procurement action of resources
All the above
Optimistic time
Pessimistic time
Most likely time
All the above
Dummy
Event
Activity
Contract
Rigid structure
Extraordinary delay in communications
Top level executions over work
All the above
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
Concrete cured
Fixing of door
Plastering of walls
Selecting sites
Having a single lump, are called uninodal curves
If symmetrical, are called normal curves
If not symmetrical, are called skew curves
All the above
Change of critical path
Decrease of project completion time
Increase of project completion time
All of the above
Its earliest finish time and earliest start time for its successor activity
Its latest start time and earliest start time
Its latest finish time and earliest start time for its successor activity
Its earliest finish time and latest start time for its successor activity
Trimming and finishing
Shaping and trimming
Finishing and shaping
Finishing, shaping and trimming