Interdependencies of activities
Project progress
Uncertainties
All of the above
D. All of the above
The various functions under each activity, are shown by one bar on Bar Charts
Bar chart establishes the interdependency of one event on another
Only approximate percentage of the completed work is reported
None of these
1, 3 and 4 are correct
2, 3 and 4 are correct
1, 2 and 3 are correct
1, 2 and 4 are correct
Change of critical path
Decrease of project completion time
Increase of project completion time
All of the above
Small projects
Large and complex projects
Research and development projects
Deterministic activities
An activity
An event
Both event and activity
None of the above
Equal to X
More than X
Less than X
Any of the above
Total duration of project is reduced
Total duration of project is increased
Uniform demand of resources is achieved
Cost of project is controlled
Increase in rates of only important materials
Variation in cost in materials element, labour element and petrol-oillubricant element
Variation in total cost of the project on an ad hoc basis
Rate of inflation
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
Resources
Project duration time
Both resources and project duration time
None of the above
Bar chart
Gantt chart
Modified Mile stone chart
All the above
Is always longest
Is always shortest
May be longest
May be shortest
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
Moist loam
Good common earth
Well blasted rock
Wet sticky clay
Normal distribution curve
Poisson's distribution curve
Beta distribution curve
None of the above
The difference of latest occurrence time and earliest expected time, is called slack
The activities connecting the events having zero slack, lie on the critical path
The critical path consumes the maximum time
All the above
Site survey
Availability of construction materials
Availability of labour
All the above
1, 2, 4, 3, 5
1, 3, 2, 4, 5
1, 2, 3, 4, 5
1, 3, 4, 2, 5
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
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
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
Bar chart method
Milestone chart
Critical path method (CPM)
Programme Evaluation and Review Technique (PERT)
Event
Float
Duration
Constraint
Minimum
Maximum
Zero
Infinite
Its earliest finish time and earliest start time for its successor activity
Its latest start time and earliest start time
Its latest finish time and earliest start time for its successor activity
Its earliest finish time and latest start time for its successor activity
20
25
35
15
Planning
Designing
Execution
All the above
Preparation of estimate
Survey of the site
Initiation of proposal
Preparation of tender
Drag line
Hoe
Clam shell
Dipper shovel