1, 3 and 4 are correct
2, 3 and 4 are correct
1, 2 and 3 are correct
1, 2 and 4 are correct
C. 1, 2 and 3 are correct
Total float and free float
Total float and independent float
Free float and independent float
None of the above
On commencement of work at site for payment of loan taken by him
For the purchase of construction materials
For the payment of advances to labour and other staff
For all activities required to start the work at site on finalization of the contract document
Interdependencies of activities
Project progress
Uncertainties
All of the above
3425 kg
5515 kg
4350 kg
2975 kg
Normal time
Slow time
Crash time
Standard time
Assistant Engineer
Executive Engineer
Superintending Engineer
Chief Engineer
1-2 is 4
2-3 is 7
3-4 is 8
All the above
1 and 4 are correct
2 and 3 are correct
1 and 4 are correct
1 and 2 are correct
Instructions by the executive engineers
Construction measurements
Issue of store equipments
Names of the casual labour
Light construction
Heavy construction
Industrial construction
Electrical construction
Drag line
Hoe
Clam shell
Dipper shovel
Trimming and finishing
Shaping and trimming
Finishing and shaping
Finishing, shaping and trimming
Event
Node
Connector
All the above
Executive Engineer
Engineer
Junior Engineer
Assistant Engineer
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
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
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
Concrete cured
Fixing of door
Plastering of walls
Selecting sites
Site investigation started
Sessional work completed
Bus starts from Jaipur
Class is being attended
Bulldozer
Clam shell
Scraper
Dump truck
Vertical lines
Horizontal lines
Dots
Crosses
Event flow scheduling technique
Critical ratio scheduling
Slotting technique for scheduling
Short interval scheduling
Any project
Major projects
Minor projects
All the above
Crash time
Normal time
Optimistic time
Between normal time and crash time
Started 5 days later
Completed 5 days later
Performed at slower rate in 15 days
All the above
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
An analytic in concept
Limited of event oriented diagrams
Used for research and development projects
All the above
Maximum float
Minimum float
Zero float
None of these
Duration
Total float
Free float
Interfering float
1, 2 and 4
3, 4 and 5
1, 3 and 4
1, 2 and 5