Any project
Major projects
Minor projects
All the above
C. Minor projects
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
to + 3tm+ tp/3
to + 4tm+ tp/4
to + 4tm+ tp/5
to + 4tm+ tp/6
Earliest expected time is denoted by TE
Latest occurrence time is denoted by TL
Contractual obligation time is denoted by Ts
All the above
LST-EST
LFT-EFT
TL-EFT
All the above
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
80 and 90
90 and 80
85 and 75
75 and 83
20
25
35
15
Minimum
Maximum
Zero
Infinite
Site investigation started
Sessional work completed
Bus starts from Jaipur
Class is being attended
An analytic in concept
Limited of event oriented diagrams
Used for research and development projects
All the above
Effective command and control
Rigid discipline in the organisation
Defined responsibilities at all levels
All the above
Measurement of risks to eliminate failures
Applying the theory' of probability to sample testing or inspection
Reduction in wastage of inspection costs
Reduction in costs for the removal of defects
Hoe
Shovel
Dragline
None of 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
On all the activities
On all the activities lying on the critical path
Only on activities lying on the original critical path and having flatter cost slopes
On original critical activities and those that become critical at any stage of crashing in the order of ascending cost slope
Reduce by 200 kg
Increase by 200 kg
Increase by 250 kg
Reduce by 250 kg
Only (i) is correct
(i) and (ii) are correct
(i) and (iii) are correct
(ii) and (iii) are correct
Change of critical path
Decrease of project completion time
Increase of project completion time
All of the above
Rs. 8,800
Rs. 7,600
Rs. 6,400
Rs. 5,000
Line organisation
Line and staff organisation
Functional organisation
None of these
2.3% and 84.1%
97.7% and 84.1%
97.7 % and 15.9%
15.9% and 97.7%
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
Moist loam
Good common earth
Well blasted rock
Wet sticky clay
Activity arrows in a CPM network are drawn to scale
The tail of an arrow represents the finish of an activity
Arrow bead represents the start of an activity
None of the above
Longest duration
Highest cost slope
Least cost slope
Shortest duration
Smooth-wheeled rollers
Vibratory rollers
Sheep foot rollers
Tampers
Minimum time
Maximum time
Maximum cost
Minimum cost
(i), (ii) and (iv) are correct
(ii), (iii) and (iv) are correct
(i), (iii) and (iv) are correct
(i), (ii) and (iii) are correct
Acquisition of land
Selection of site
Fmalisation of alignment of work
All the above
Bar chart method
Milestone chart
Critical path method (CPM)
Programme Evaluation and Review Technique (PERT)