Longest duration
Highest cost slope
Least cost slope
Shortest duration
C. Least cost slope
1, 3 and 4 are correct
2, 3 and 4 are correct
1, 2 and 3 are correct
1, 2 and 4 are correct
Reduce by 200 kg
Increase by 200 kg
Increase by 250 kg
Reduce by 250 kg
Resources
Project duration time
Both resources and project duration time
None of the above
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
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
Bulldozer
Clam shell
Scraper
Dump truck
Any project
Major projects
Minor projects
All the above
Line organisation
Line and staff organisation
Functional organisation
None of these
Concrete cured
Fixing of door
Plastering of walls
Selecting sites
Drag line
Hoe
Clam shell
Dipper shovel
Event
Float
Duration
Constraint
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
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
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
Instructions by the executive engineers
Construction measurements
Issue of store equipments
Names of the casual labour
1, 2 and 4
3, 4 and 5
1, 3 and 4
1, 2 and 5
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
1, 2, 4, 3, 5
1, 3, 2, 4, 5
1, 2, 3, 4, 5
1, 3, 4, 2, 5
Greater than earliest event time of the following node
Less than earliest event time of the following node
Less than or equal to earliest event time of the following node
Greater than or equal to earliest event time of the following node
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
An activity
An event
Both event and activity
None of the above
19
14
24
None of these
Normal time
Slow time
Crash time
Standard time
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
Cheapest critical activity
Cheapest noncritical activity
Costliest critical activity
Costliest noncritical activity
Small projects
Large and complex projects
Research and development projects
Deterministic activities
1 and 4 are correct
2 and 3 are correct
1 and 4 are correct
1 and 2 are correct
(a + m + b)/6
(a + 2m + b)/6
(a + 4m + b)/6
(a + 5m + b)/6
Rs. 4,75,000
Rs. 5,75,000
Rs. 6,50,000
Rs. 8,50,000
(i) and (iii) are correct
(i) and (iv) are correct
(ii) and (iii) are correct
(ii) and (iv) are correct