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
D. For all activities required to start the work at site on finalization of the contract document
LST-EST
LFT-EFT
TL-EFT
All the above
Light construction
Heavy construction
Industrial construction
Electrical construction
Bar chart method
Milestone chart
Critical path method (CPM)
Programme Evaluation and Review Technique (PERT)
Number of operations
Output of labour
Output of machinery
All the above
Determines the status of each activity
Adjusts automatically changes in activity progress
Is a dynamic system
None of these
The difference between the earliest start time and latest finish time of any activity, is the maximum time available for the activity
The difference between the maximum time available for the job and actual time it consumes, is called total float
The difference between the latest start time and earliest start time of an activity, is called total float
None of these
Acquisition of land
Selection of site
Fmalisation of alignment of work
All the above
Concrete
Loose sand
Asphalt
Firm earth
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
Rs. 8,43,750
Rs. 8,75,000
Rs. 10,50,000
Rs. 11,56,250
A project is divided into various activities
Required time for each activity is established
Net work is drawn by connecting the activities and the events
All the above
Preceding activities
Succeeding activities
The particular activity involved
None of the above
Concrete cured
Fixing of door
Plastering of walls
Selecting sites
Kneading
Pressing
Tamping
Vibration
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
A critical path always begins at the very first event.
A critical path always terminates at the last event.
Critical activities control the project duration.
Critical activity is the one for which free float is zero.
Hoe
Shovel
Dragline
None of the above
Resource levelling
Resource smoothening
Updating
Critical path scheduling
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
Event
Float
Duration
Constraint
Smooth-wheeled rollers
Vibratory rollers
Sheep foot rollers
Tampers
Maximum float
Minimum float
Zero float
None of these
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
Any project
Major projects
Minor projects
All the above
3.7 years
4.23 years
5 years
7.87 years
Planning
Designing
Execution
All the above
Comparison of profit and loss
Comparison of assets and liabilities
Change in output due to change in input
Economics of cost and benefits of the project
3.5 and 5/6
5 and 25/36
3.5 and 25/36
4 and 5/6
Duration
Total float
Free float
Interfering float
Event
Free float
Dummy
Constraint