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
D. All the above
Concrete
Loose sand
Asphalt
Firm earth
Unity of command
Effective control at all levels
Delegation of authority
All the above
1910
1920
1930
1940
50 %
Less than 50 %
More than 50 %
100 %
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
Event
Float
Duration
Constraint
CPM analysis is activity oriented
PERT analysis is event oriented
In CPM, the time is related to cost
All the above
Start float and finish float are always equal.
Total float can be either start float or finish float.
Start float and finish float need not be equal.
Start float and finish float are the differences between activity times and not event times.
30 kg
300 kg
900 kg
1000 kg
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
Determines the status of each activity
Adjusts automatically changes in activity progress
Is a dynamic system
None of these
Bar chart
Gantt chart
Modified Mile stone chart
All the above
On commencement of work at site for payment of loan taken by him
For the purchase of construction materials
For the payment of advances to labour and other staff
For all activities required to start the work at site on finalization of the contract document
Trimming and finishing
Shaping and trimming
Finishing and shaping
Finishing, shaping and trimming
Resources
Project duration time
Both resources and project duration time
None of the above
A is correct but R is not correct
R is correct but A is not correct
Both A and R is correct
Both A and R is incorrect
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
An analytic in concept
Limited of event oriented diagrams
Used for research and development projects
All the above
Dummy
Event
Activity
Contract
20 kg/tonne
30 kg/tonne
40 kg/tonne
50 kg/tonne
20
25
35
15
1, 2, 4, 3, 5
1, 3, 2, 4, 5
1, 2, 3, 4, 5
1, 3, 4, 2, 5
Having a single lump, are called uninodal curves
If symmetrical, are called normal curves
If not symmetrical, are called skew curves
All the above
Planning
Designing
Execution
All the above
(t1 - t2) - t
t - (t1 - t2)
(t1 + t2) - t
t + (t1 - t2)
Preparation of specifications
Preparation of estimates
Initiating the procurement action of resources
All the above
Strict adherence to specifications
Separation of planning and design part
Each individual maintains functional efficiency
All the above
Instructions by the executive engineers
Construction measurements
Issue of store equipments
Names of the casual labour
CPA (Critical Path Analysis)
CPP (Critical Path Plotted)
MCE (Minimum Cost Expenditure)
All the above
Any project
Major projects
Minor projects
All the above