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
D. Crash durations for all the activities along the critical path obtained by taking into account the crash duration for all the activities
An engineer
An architect
An owner
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
50 %
Less than 50 %
More than 50 %
100 %
1, 2 and 4
3, 4 and 5
1, 3 and 4
1, 2 and 5
Planning
Designing
Execution
All the above
Smooth-wheeled rollers
Vibratory rollers
Sheep foot rollers
Tampers
Line organisation
Line and staff organisation
Functional organisation
None of these
Preceding activities
Succeeding activities
The particular activity involved
None of the above
1-2 is 4
2-3 is 7
3-4 is 8
All the above
(ii), (iii) and (iv) are correct
(i), (ii) and (iv) are correct
(i), (iii) and (iv) are correct
(i) and (iv) are correct
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
Crash time
Normal time
Optimistic time
Standard time
Number of operations
Output of labour
Output of machinery
All the above
Rigid structure
Extraordinary delay in communications
Top level executions over work
All 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
Unity of command
Effective control at all levels
Delegation of authority
All the above
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
1, 3 and 4 are correct
2, 3 and 4 are correct
1, 2 and 3 are correct
1, 2 and 4 are correct
Its latest finish time and earliest start time for its successor activity
Its latest start time and earliest start time
Its latest start time and earliest finish time
Its earliest finish time and earliest start time for its successor activity
1 and 4 are correct
2 and 3 are correct
1 and 4 are correct
1 and 2 are correct
(a + m + b)/6
(a + 2m + b)/6
(a + 4m + b)/6
(a + 5m + b)/6
Moist loam
Sand and gravel
Good common earth
Wet sticky clay
1, 2, 4, 3, 5
1, 3, 2, 4, 5
1, 2, 3, 4, 5
1, 3, 4, 2, 5
1, 2 and 3 are correct
1 and 4 are correct
2, 3 and 4 are correct
1, 2 and 4 are correct
100% at the site
67% at the site and 33% under procurement
50% at the site and 50% under procurement
33% at the site and 67% under procurement
Event
Free float
Dummy
Constraint
3.7 years
4.23 years
5 years
7.87 years
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
Interdependencies of activities
Project progress
Uncertainties
All of the above
Site survey
Availability of construction materials
Availability of labour
All the above