20
25
35
15
B. 25
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
Duration
Total float
Free float
Interfering float
Synthesising in concepts
Is built of activities oriented programme
Is based on time estimate
All the above
Interdependencies of activities
Project progress
Uncertainties
All of the above
Rs. 4,75,000
Rs. 5,75,000
Rs. 6,50,000
Rs. 8,50,000
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
Maximum float
Minimum float
Zero float
None of these
Drag line
Hoe
Clam shell
Dipper shovel
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
Executive Engineer
Engineer
Junior Engineer
Assistant Engineer
Vertical lines
Horizontal lines
Dots
Crosses
Cheapest critical activity
Cheapest noncritical activity
Costliest critical activity
Costliest noncritical activity
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
10000 kg
12500 kg
22500 kg
5000 kg
The activity is the time consuming part of a project
The beginning and end of a job, are called events
The activity which consumes maximum time, is called a node
Logically and sequentially connected activities and events form a network
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
An engineer
An architect
An owner
All the above
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
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
Event flow scheduling technique
Critical ratio scheduling
Slotting technique for scheduling
Short interval scheduling
3.5 and 5/6
5 and 25/36
3.5 and 25/36
4 and 5/6
Minimum time
Maximum time
Maximum cost
Minimum cost
LST-EST
LFT-EFT
TL-EFT
All the above
Reduce by 200 kg
Increase by 200 kg
Increase by 250 kg
Reduce by 250 kg
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.
Shows the interdependencies of various jobs
Depicts the delay of jobs, if any
Points outgoing ahead of schedule of jobs, if any
None of these
Earliest expected time is denoted by TE
Latest occurrence time is denoted by TL
Contractual obligation time is denoted by Ts
All the above
Identify the activities which can be delayed without affecting the total float of preceding activity
Identify the activities, which can be delayed without affecting the total float of succeeding activity
Establish priorities
Identify the activities which can be delayed without affecting the total float of either the preceding or succeeding activities
Drag line
Hoe
Clam shell
Dipper shovel
1, 2, 4, 3, 5
1, 3, 2, 4, 5
1, 2, 3, 4, 5
1, 3, 4, 2, 5