Effective command and control
Rigid discipline in the organisation
Defined responsibilities at all levels
All the above
D. All the above
Preceding activities
Succeeding activities
The particular activity involved
None of the above
Is always longest
Is always shortest
May be longest
May be shortest
Longest duration
Highest cost slope
Least cost slope
Shortest duration
3425 kg
5515 kg
4350 kg
2975 kg
Event
Float
Duration
Constraint
Departmental representative or user
Local civil authority representative
Representative of engineer authority
All the above
Bar chart
Gantt chart
Modified Mile stone chart
All the above
Bulldozer
Clam shell
Scraper
Dump truck
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
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
Rs. 8,800
Rs. 7,600
Rs. 6,400
Rs. 5,000
Emphasis is given to activities
Uncertainties are not allowed
Activities are represented by arrows
All the above
Any project
Major projects
Minor projects
All the above
CPA (Critical Path Analysis)
CPP (Critical Path Plotted)
MCE (Minimum Cost Expenditure)
All the above
Positive
Negative
Zero
Same
Light construction
Heavy construction
Industrial construction
None of these
Synthesising in concepts
Is built of activities oriented programme
Is based on time estimate
All the above
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
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
1910
1920
1930
1940
Crash time
Normal time
Optimistic time
Standard time
Vertical lines
Horizontal lines
Dots
Crosses
Resource levelling
Resource smoothening
Updating
Critical path scheduling
Planning
Designing
Execution
All the above
The detailed estimated cost based on detailed design
The several alternatives of the project that have been considered
The soil survey, traffic survey, concept design and approximate cost
The contract documents for inviting tenders
Concrete
Loose sand
Asphalt
Firm earth
Programme Evaluation and Review Technique, is event oriented
Programme Evaluation and Review Technique is not event oriented
Critical Path Method is event oriented
Critical Path method is event oriented
Unity of command
Effective control at all levels
Delegation of authority
All the above
Site investigation started
Sessional work completed
Bus starts from Jaipur
Class is being attended
Optimistic time
Pessimistic time
Most likely time
All the above