Concrete cured
Fixing of door
Plastering of walls
Selecting sites
A. Concrete cured
Determines the status of each activity
Adjusts automatically changes in activity progress
Is a dynamic system
None of these
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
Concrete cured
Fixing of door
Plastering of walls
Selecting sites
2 kg/tonne
6 kg/tonne
9 kg/tonne
20 kg/tonne
Light construction
Heavy construction
Industrial construction
Private construction
Assistant Engineer
Executive Engineer
Superintending Engineer
Chief Engineer
Strict adherence to specifications
Separation of planning and design part
Each individual maintains functional efficiency
All the above
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.
Moist loam
Sand and gravel
Good common earth
Wet sticky clay
2.3% and 84.1%
97.7% and 84.1%
97.7 % and 15.9%
15.9% and 97.7%
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
Site investigation started
Sessional work completed
Bus starts from Jaipur
Class is being attended
A circle
A square
A triangle
All 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
Earliest expected time is denoted by TE
Latest occurrence time is denoted by TL
Contractual obligation time is denoted by Ts
All the above
A person
A firm
An agency
All the above
Positive
Negative
Zero
Same
Is always longest
Is always shortest
May be longest
May be shortest
Excavation for foundation
Curing of concrete
Setting of question paper
All 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
CPM analysis is activity oriented
PERT analysis is event oriented
In CPM, the time is related to cost
All the above
Small projects
Large and complex projects
Research and development projects
Deterministic activities
Is artificially introduced
Is represented by a dotted line
Does not consume time
All the above
Preparation of estimate
Survey of the site
Initiation of proposal
Preparation of tender
1880
1900
1920
1940
An analytic in concept
Limited of event oriented diagrams
Used for research and development projects
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
Digging of foundation started
Digging of foundation completed
Laying of concrete started
All the above
Event flow scheduling technique
Critical ratio scheduling
Slotting technique for scheduling
Short interval scheduling
Instructions by the executive engineers
Construction measurements
Issue of store equipments
Names of the casual labour