EF = ES + D
LS = LF - D
LF = LS + D
All the above
D. All the above
Rs. 1740
Rs. 3480
Rs. 5220
Rs. 6960
Digging of foundation started
Digging of foundation completed
Laying of concrete started
All the above
Assistant Engineer
Executive Engineer
Superintending Engineer
Chief Engineer
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
Total float and free float
Total float and independent float
Free float and independent float
None of the above
Preceding activities
Succeeding activities
The particular activity involved
None of the above
A circle
A square
A triangle
All the above
Any project
Major projects
Minor projects
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.
Having a single lump, are called uninodal curves
If symmetrical, are called normal curves
If not symmetrical, are called skew curves
All the above
Drag line
Hoe
Clam shell
Dipper shovel
Event
Node
Connector
All the above
3.7 years
4.23 years
5 years
7.87 years
Event
Dummy
Duration
Float
Hoe
Shovel
Dragline
None of the above
Earliest start of an activity is the early event time of the node it leaves.
Latest finish of an activity is the late event time of the node it enters.
Latest start of an activity is its latest finish minus its duration.
None of the above
1-2 is 4
2-3 is 7
3-4 is 8
All the above
The duration between the earliest start time of the preceding event and latest finish time of the succeeding event, is called 'float'
The duration of time by which an activity can be delayed without affecting the succeeding activity, is called free float
The difference between total float and free float, is called interfering float
All the above
Duration
Total float
Free float
Interfering float
Moist loam
Good common earth
Well blasted rock
Wet sticky clay
Minimum time
Maximum time
Maximum cost
Minimum cost
Smooth-wheeled rollers
Vibratory rollers
Sheep foot rollers
Tampers
50 %
Less than 50 %
More than 50 %
100 %
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
Minimum
Maximum
Zero
Infinite
Is always longest
Is always shortest
May be longest
May be shortest
4 days
6 days
10 days
16 days
CPA (Critical Path Analysis)
CPP (Critical Path Plotted)
MCE (Minimum Cost Expenditure)
All the above
Ice
Concrete
Loose sand
Earth
Activity of an excavation of a footing
Activity of an excavation which starts at event No. 1 and ends at even No. 2
Activity of excavation which takes 8 units of time
None of these