1, 2 and 4
3, 4 and 5
1, 3 and 4
1, 2 and 5
A. 1, 2 and 4
(a + m + b)/6
(a + 2m + b)/6
(a + 4m + b)/6
(a + 5m + b)/6
Number of operations
Output of labour
Output of machinery
All the above
Emphasis is given to activities
Uncertainties are not allowed
Activities are represented by arrows
All the above
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
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
CPM analysis is activity oriented
PERT analysis is event oriented
In CPM, the time is related to cost
All the above
Assistant Engineer
Executive Engineer
Superintending Engineer
Chief Engineer
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
Moist loam
Good common earth
Well blasted rock
Wet sticky clay
Line organisation
Line and staff organisation
Functional organisation
Effective organisation
1, 3 and 4 are correct
2, 3 and 4 are correct
1, 2 and 3 are correct
1, 2 and 4 are correct
Small projects
Large and complex projects
Research and development projects
Deterministic activities
Minimum
Maximum
Zero
Infinite
Rs. 31050
Rs. 34500
Rs. 37950
Rs. 50000
Dummy
Event
Activity
Contract
Smooth-wheeled rollers
Vibratory rollers
Sheep foot rollers
Tampers
Any project
Major projects
Minor projects
All the above
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
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
80 and 90
90 and 80
85 and 75
75 and 83
(ii), (iii) and (iv) are correct
(i), (ii) and (iv) are correct
(i), (iii) and (iv) are correct
(i) and (iv) are correct
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
Yes, because of heavier overheads and handling cost
Yes, because of the very high order of quality control for the factory made components
No, because of repetitive manufacture of a number of elements
No, because of savings in site labour
Positive
Negative
Zero
Same
30 kg
300 kg
900 kg
1000 kg
Normal distribution curve
Poisson's distribution curve
Beta distribution curve
None of the above
100% at the site
67% at the site and 33% under procurement
50% at the site and 50% under procurement
33% at the site and 67% under procurement
Duration
Total float
Free float
Interfering float
Concrete
Loose sand
Asphalt
Firm earth
8 days
9 days
10 days
15 days