Rs. 31050
Rs. 34500
Rs. 37950
Rs. 50000
A. Rs. 31050
Is an improvement upon bar chart method
Provides a realistic approach to daily problems
Avoids delays which are very common in bar charts
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
Site survey
Availability of construction materials
Availability of labour
All the above
Synthesising in concepts
Is built of activities oriented programme
Is based on time estimate
All the above
50 %
Less than 50 %
More than 50 %
100 %
Most likely time
Optimistic time
Pessimistic time
Expected time
Minimum
Maximum
Zero
Infinite
Assistant Engineer
Executive Engineer
Superintending Engineer
Chief Engineer
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
Minor works
Major works
Large projects
All the Above
Programme Evaluation and Review Technique, is event oriented
Programme Evaluation and Review Technique is not event oriented
Critical Path Method is event oriented
Critical Path method is event oriented
Longest duration
Highest cost slope
Least cost slope
Shortest duration
Site located
Foundation is being dug
The office area is being cleaned
The invitations are being sent
(i) and (iii) are correct
(i) and (iv) are correct
(ii) and (iii) are correct
(ii) and (iv) are correct
Acquisition of land
Selection of site
Fmalisation of alignment of work
All the above
Controlling the total quantity at each batch
Weighing accurately, the quantity of each material for a job before mixing
Controlling the quantity of each material into each batch
Adjusting the water to be added in each batch according to the moisture content of the materials being mixed in the batch
1
2
3
4
Moist loam
Good common earth
Well blasted rock
Wet sticky clay
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
Started 5 days later
Completed 5 days later
Performed at slower rate in 15 days
All the above
Concrete
Loose sand
Asphalt
Firm earth
LST-EST
LFT-EFT
TL-EFT
All the above
(t1 - t2) - t
t - (t1 - t2)
(t1 + t2) - t
t + (t1 - t2)
Minimum time
Maximum time
Maximum cost
Minimum cost
Preparation of estimate
Survey of the site
Initiation of proposal
Preparation of tender
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
Excavation for foundation
Curing of concrete
Setting of question paper
All the above
3.5 and 5/6
5 and 25/36
3.5 and 25/36
4 and 5/6
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
80 and 90
90 and 80
85 and 75
75 and 83