Forward pass is used for calculating earliest expected time
Backward pass is used for calculating the latest occurrence time
Maximum value of earliest expected time is used if there is more than one value of any event
All the above
D. All the above
An engineer
An architect
An owner
All the above
Effective command and control
Rigid discipline in the organisation
Defined responsibilities at all levels
All the above
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
Small projects
Large and complex projects
Research and development projects
Deterministic activities
Smooth-wheeled rollers
Vibratory rollers
Sheep foot rollers
Tampers
Minimum time
Maximum time
Maximum cost
Minimum cost
Site survey
Availability of construction materials
Availability of labour
All the above
Event
Float
Duration
Constraint
Earliest expected time is denoted by TE
Latest occurrence time is denoted by TL
Contractual obligation time is denoted by Ts
All the above
Concrete cured
Fixing of door
Plastering of walls
Selecting sites
Start float and finish float are always equal.
Total float can be either start float or finish float.
Start float and finish float need not be equal.
Start float and finish float are the differences between activity times and not event times.
Concrete
Loose sand
Asphalt
Firm earth
Determines the status of each activity
Adjusts automatically changes in activity progress
Is a dynamic system
None of these
Normal time
Slow time
Crash time
Standard time
Total duration of project is reduced
Total duration of project is increased
Uniform demand of resources is achieved
Cost of project is controlled
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
Rs. 31050
Rs. 34500
Rs. 37950
Rs. 50000
Acquisition of land
Selection of site
Fmalisation of alignment of work
All the above
Minor works
Major works
Large projects
All the Above
The difference of latest occurrence time and earliest expected time, is called slack
The activities connecting the events having zero slack, lie on the critical path
The critical path consumes the maximum time
All the above
Minimum
Maximum
Zero
Infinite
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
Synthesising in concepts
Is built of activities oriented programme
Is based on time estimate
All the above
30 kg
300 kg
900 kg
1000 kg
(i), (ii) and (iv) are correct
(ii), (iii) and (iv) are correct
(i), (iii) and (iv) are correct
(i), (ii) and (iii) are correct
1, 2, 4, 3, 5
1, 3, 2, 4, 5
1, 2, 3, 4, 5
1, 3, 4, 2, 5
Instructions by the executive engineers
Construction measurements
Issue of store equipments
Names of the casual labour
Event
Free float
Dummy
Constraint
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
CPM analysis is activity oriented
PERT analysis is event oriented
In CPM, the time is related to cost
All the above