Event flow scheduling technique
Critical ratio scheduling
Slotting technique for scheduling
Short interval scheduling
B. Critical ratio scheduling
The activity is the time consuming part of a project
The beginning and end of a job, are called events
The activity which consumes maximum time, is called a node
Logically and sequentially connected activities and events form a network
The fund for rebuilding a structure when its economic life is over
Raised to meet maintenance costs
The total sum to be paid to the municipal authorities by the tenants
A part of the money kept in reserve for providing additional structures and structural modifications
Shows the interdependencies of various jobs
Depicts the delay of jobs, if any
Points outgoing ahead of schedule of jobs, if any
None of these
A person
A firm
An agency
All the above
Ice
Concrete
Loose sand
Earth
Preparation of estimate
Survey of the site
Initiation of proposal
Preparation of tender
Light construction
Heavy construction
Industrial construction
Electrical construction
Rs. 1740
Rs. 3480
Rs. 5220
Rs. 6960
Instructions by the executive engineers
Construction measurements
Issue of store equipments
Names of the casual labour
80 and 90
90 and 80
85 and 75
75 and 83
Minor works
Major works
Large projects
All the Above
Crash time
Normal time
Optimistic time
Standard time
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
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
Its earliest finish time and earliest start time for its successor activity
Its latest start time and earliest start time
Its latest finish time and earliest start time for its successor activity
Its earliest finish time and latest start time for its successor activity
Hoe
Shovel
Dragline
None of the above
(t1 - t2) - t
t - (t1 - t2)
(t1 + t2) - t
t + (t1 - t2)
Drag line
Hoe
Clam shell
Dipper shovel
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
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
The various functions under each activity, are shown by one bar on Bar Charts
Bar chart establishes the interdependency of one event on another
Only approximate percentage of the completed work is reported
None of these
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
(ii), (iii) and (iv) are correct
(i), (ii) and (iv) are correct
(i), (iii) and (iv) are correct
(i) and (iv) are correct
50 %
Less than 50 %
More than 50 %
100 %
Equal to X
More than X
Less than X
Any of the above
Smooth-wheeled rollers
Vibratory rollers
Sheep foot rollers
Tampers
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
Site survey
Availability of construction materials
Availability of labour
All the above
Synthesising in concepts
Is built of activities oriented programme
Is based on time estimate
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