Duration
Total float
Free float
Interfering float
C. Free float
Vertical lines
Horizontal lines
Dots
Crosses
Unity of command
Effective control at all levels
Delegation of authority
All the above
Forward pass is used for calculating earliest expected time
Backward pass is used for calculating the latest occurrence time
Maximum value of earliest expected time is used if there is more than one value of any event
All the above
2.3% and 84.1%
97.7% and 84.1%
97.7 % and 15.9%
15.9% and 97.7%
Concrete
Loose sand
Asphalt
Firm earth
Hoe
Shovel
Dragline
None of the above
2 kg/tonne
6 kg/tonne
9 kg/tonne
20 kg/tonne
Minimum
Maximum
Zero
Infinite
A circle
A square
A triangle
All the above
(a + m + b)/6
(a + 2m + b)/6
(a + 4m + b)/6
(a + 5m + b)/6
Normal durations for all the activities
Crash durations for all activities
Crash durations for all the activities along the critical path obtained by taking into account the normal duration for all the activities
Crash durations for all the activities along the critical path obtained by taking into account the crash duration for all the activities
Minor works
Major works
Large projects
All the Above
Normal distribution curve
Poisson's distribution curve
Beta distribution curve
None of the above
3.7 years
4.23 years
5 years
7.87 years
Crash time
Normal time
Optimistic time
Standard time
Bar chart
Gantt chart
Modified Mile stone chart
All the above
Determines the status of each activity
Adjusts automatically changes in activity progress
Is a dynamic system
None of these
The float may be positive, zero or negative
If the float is positive and the activity is delayed by a period equal to its total float, the completion of project is not delayed
If the float of an activity is negative, delay in its performance is bound to delay the completion of project
All the above
8 days
9 days
10 days
15 days
Light construction
Heavy construction
Industrial construction
Electrical construction
Event
Free float
Dummy
Constraint
To concentrate his attention on critical activities
To divert the resources from non-critical advanced activities to critical activities
To be cautious for avoiding any delay in the critical activities to avoid delay of the whole project
All the above
Line organisation
Line and staff organisation
Functional organisation
None of these
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
Controlling the total quantity at each batch
Weighing accurately, the quantity of each material for a job before mixing
Controlling the quantity of each material into each batch
Adjusting the water to be added in each batch according to the moisture content of the materials being mixed in the batch
Rs. 31050
Rs. 34500
Rs. 37950
Rs. 50000
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
Event
Float
Duration
Constraint
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