Acquisition of land
Selection of site
Fmalisation of alignment of work
All the above
D. All the above
Resources
Project duration time
Both resources and project duration time
None of the above
Light construction
Heavy construction
Industrial construction
Electrical construction
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
A circle
A square
A triangle
All the above
to + 3tm+ tp/3
to + 4tm+ tp/4
to + 4tm+ tp/5
to + 4tm+ tp/6
Identify the activities which can be delayed without affecting the total float of preceding activity
Identify the activities, which can be delayed without affecting the total float of succeeding activity
Establish priorities
Identify the activities which can be delayed without affecting the total float of either the preceding or succeeding activities
1
2
3
4
Acquisition of land
Selection of site
Fmalisation of alignment of work
All the above
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
Normal distribution curve
Poisson's distribution curve
Beta distribution curve
None of the above
50 %
Less than 50 %
More than 50 %
100 %
Event
Dummy
Duration
Float
Instructions by the executive engineers
Construction measurements
Issue of store equipments
Names of the casual labour
Site survey
Availability of construction materials
Availability of labour
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
20
25
35
15
A critical path always begins at the very first event.
A critical path always terminates at the last event.
Critical activities control the project duration.
Critical activity is the one for which free float is zero.
Event flow scheduling technique
Critical ratio scheduling
Slotting technique for scheduling
Short interval scheduling
1-2 is 4
2-3 is 7
3-4 is 8
All the above
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
(t1 - t2) - t
t - (t1 - t2)
(t1 + t2) - t
t + (t1 - t2)
Excavation for foundation
Curing of concrete
Setting of question paper
All the above
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 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
Assistant Engineer
Executive Engineer
Superintending Engineer
Chief Engineer
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
Bar chart
Gantt chart
Modified Mile stone chart
All the above
500 cum
1000 cum
1500 cum
2000 cum
Preceding activities
Succeeding activities
The particular activity involved
None of the above
Ice
Concrete
Loose sand
Earth