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
D. None of the above
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
20
25
35
15
CPM analysis is activity oriented
PERT analysis is event oriented
In CPM, the time is related to cost
All the above
Smooth-wheeled rollers
Vibratory rollers
Sheep foot rollers
Tampers
Excavation for foundation
Curing of concrete
Setting of question paper
All the above
Light construction
Heavy construction
Industrial construction
Private construction
Total float and free float
Total float and independent float
Free float and independent float
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
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
Having a single lump, are called uninodal curves
If symmetrical, are called normal curves
If not symmetrical, are called skew curves
All the above
EF = ES + D
LS = LF - D
LF = LS + D
All the above
An engineer
An architect
An owner
All the above
Ice
Concrete
Loose sand
Earth
Duration
Total float
Free float
Interfering float
1, 2 and 3 are correct
1 and 4 are correct
2, 3 and 4 are correct
1, 2 and 4 are correct
Free float of the activity must be zero but independent float need not be zero
Independent float must be zero but free float need not be zero
Free float and independent float both must be zero
Free float and independent float both need not be zero
Crash time
Normal time
Optimistic time
Standard time
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
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
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
Event
Free float
Dummy
Constraint
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
Concrete
Loose sand
Asphalt
Firm earth
(ii), (iii) and (iv) are correct
(i), (ii) and (iv) are correct
(i), (iii) and (iv) are correct
(i) and (iv) are correct
An activity of a project is denoted by an arrow on the net work
The tail of the arrow indicates the start of the activity
The head of the arrow indicates the end of the activity
The arrows are drawn to scale from left to right
Optimistic time
Pessimistic time
Most likely time
All the above
Site survey
Availability of construction materials
Availability of labour
All the above
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
Resources
Project duration time
Both resources and project duration time
None of the above
Rs. 4,75,000
Rs. 5,75,000
Rs. 6,50,000
Rs. 8,50,000