Free float of the activity must be zero but independent float need not be zero
Independent float must be zero but free float need not be zero
Free float and independent float both must be zero
Free float and independent float both need not be zero
C. Free float and independent float both must be zero
Concrete
Loose sand
Asphalt
Firm earth
Planning
Designing
Execution
All the above
Maximum float
Minimum float
Zero float
None of these
The fund for rebuilding a structure when its economic life is over
Raised to meet maintenance costs
The total sum to be paid to the municipal authorities by the tenants
A part of the money kept in reserve for providing additional structures and structural modifications
10000 kg
12500 kg
22500 kg
5000 kg
Concrete cured
Fixing of door
Plastering of walls
Selecting sites
Crash time
Normal time
Optimistic time
Between normal time and crash time
Duration
Total float
Free float
Interfering float
The latest occurrence time of the node of which the activity arrow terminates minus the duration of the activity, is called latest start time
The latest occurrence time for the node at which the activity arrow terminates, is called latest finish time
Earliest occurrence time of the event from which the activity arrow' originates, is called earliest start time of the activity
All the above
Any project
Major projects
Minor projects
All the above
Change of critical path
Decrease of project completion time
Increase of project completion time
All of 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
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
Optimistic time estimate refers to activities
Pessimistic time estimate refers to activities
Most likely time estimate refers to activities
All the above
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
Light construction
Heavy construction
Industrial construction
Private construction
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
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
Vertical lines
Horizontal lines
Dots
Crosses
A project is divided into various activities
Required time for each activity is established
Net work is drawn by connecting the activities and the events
All the above
A circle
A square
A triangle
All the above
Synthesising in concepts
Is built of activities oriented programme
Is based on time estimate
All the above
Executive Engineer
Engineer
Junior Engineer
Assistant Engineer
Positive
Negative
Zero
Same
Dummy
Event
Activity
Contract
20 kg/tonne
30 kg/tonne
40 kg/tonne
50 kg/tonne
Total float
Free float
Interfering float
Independent float
CPA (Critical Path Analysis)
CPP (Critical Path Plotted)
MCE (Minimum Cost Expenditure)
All the above
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