Digging of foundation started
Digging of foundation completed
Laying of concrete started
All the above
D. All the above
Event flow scheduling technique
Critical ratio scheduling
Slotting technique for scheduling
Short interval scheduling
1, 2 and 3 are correct
1 and 4 are correct
2, 3 and 4 are correct
1, 2 and 4 are correct
Duration
Total float
Free float
Interfering float
Reduce by 200 kg
Increase by 200 kg
Increase by 250 kg
Reduce by 250 kg
Assistant Engineer
Executive Engineer
Superintending Engineer
Chief Engineer
Yes, because of heavier overheads and handling cost
Yes, because of the very high order of quality control for the factory made components
No, because of repetitive manufacture of a number of elements
No, because of savings in site labour
Emphasis is given to activities
Uncertainties are not allowed
Activities are represented by arrows
All the above
The latest occurrence time of the node of which the activity arrow terminates minus the duration of the activity, is called latest start time
The latest occurrence time for the node at which the activity arrow terminates, is called latest finish time
Earliest occurrence time of the event from which the activity arrow' originates, is called earliest start time of the activity
All the above
Change of critical path
Decrease of project completion time
Increase of project completion time
All of the above
An engineer
An architect
An owner
All the above
On all the activities
On all the activities lying on the critical path
Only on activities lying on the original critical path and having flatter cost slopes
On original critical activities and those that become critical at any stage of crashing in the order of ascending cost slope
Drag line
Hoe
Clam shell
Dipper shovel
Moist loam
Good common earth
Well blasted rock
Wet sticky clay
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.
1880
1900
1920
1940
Preparation of specifications
Preparation of estimates
Initiating the procurement action of resources
All the above
Should invest in neither of the two projects
Could invest in either of the two projects
Should invest in project A
Should invest in project B
CPA (Critical Path Analysis)
CPP (Critical Path Plotted)
MCE (Minimum Cost Expenditure)
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
Optimistic time estimate refers to activities
Pessimistic time estimate refers to activities
Most likely time estimate refers to activities
All the above
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, 3, 2, 4
3, 1, 4, 2
3, 1, 2, 4
1, 3, 4, 2
Dummy
Event
Activity
Contract
Synthesising in concepts
Is built of activities oriented programme
Is based on time estimate
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
Concrete
Loose sand
Asphalt
Firm earth
20 kg/tonne
30 kg/tonne
40 kg/tonne
50 kg/tonne
Crash time
Normal time
Optimistic time
Between normal time and crash time
Moist loam
Sand and gravel
Good common earth
Wet sticky clay