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
C. Activity of excavation which takes 8 units of time
Digging of foundation started
Digging of foundation completed
Laying of concrete started
All the above
Interdependencies of activities
Project progress
Uncertainties
All of the above
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
Reduce by 200 kg
Increase by 200 kg
Increase by 250 kg
Reduce by 250 kg
Moist loam
Sand and gravel
Good common earth
Wet sticky clay
Small projects
Large and complex projects
Research and development projects
Deterministic activities
Total duration of project is reduced
Total duration of project is increased
Uniform demand of resources is achieved
Cost of project is controlled
1, 3, 2, 4
3, 1, 4, 2
3, 1, 2, 4
1, 3, 4, 2
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
Optimistic time estimate refers to activities
Pessimistic time estimate refers to activities
Most likely time estimate refers to activities
All the above
A circle
A square
A triangle
All the above
1, 2 and 4
3, 4 and 5
1, 3 and 4
1, 2 and 5
2.3% and 84.1%
97.7% and 84.1%
97.7 % and 15.9%
15.9% and 97.7%
Line organisation
Line and staff organisation
Functional organisation
Effective organisation
CPA (Critical Path Analysis)
CPP (Critical Path Plotted)
MCE (Minimum Cost Expenditure)
All the above
Number of operations
Output of labour
Output of machinery
All the above
Departmental representative or user
Local civil authority representative
Representative of engineer authority
All the above
A person
A firm
An agency
All the above
Moist loam
Good common earth
Well blasted rock
Wet sticky clay
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
An activity of a project is denoted by an arrow on the net work
The tail of the arrow indicates the start of the activity
The head of the arrow indicates the end of the activity
The arrows are drawn to scale from left to right
Is always longest
Is always shortest
May be longest
May be shortest
Maximum float
Minimum float
Zero float
None of these
(t1 - t2) - t
t - (t1 - t2)
(t1 + t2) - t
t + (t1 - t2)
Assistant Engineer
Executive Engineer
Superintending Engineer
Chief Engineer
The detailed estimated cost based on detailed design
The several alternatives of the project that have been considered
The soil survey, traffic survey, concept design and approximate cost
The contract documents for inviting tenders
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
Rs. 1740
Rs. 3480
Rs. 5220
Rs. 6960
Minimum
Maximum
Zero
Infinite
Light construction
Heavy construction
Industrial construction
Private construction