50 %
84.1 %
99.9 %
100 %
A. 50 %
500 cum
1000 cum
1500 cum
2000 cum
Increase in rates of only important materials
Variation in cost in materials element, labour element and petrol-oillubricant element
Variation in total cost of the project on an ad hoc basis
Rate of inflation
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
Event
Float
Duration
Constraint
1, 3 and 4 are correct
2, 3 and 4 are correct
1, 2 and 3 are correct
1, 2 and 4 are correct
3.7 years
4.23 years
5 years
7.87 years
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
(i), (ii) and (iv) are correct
(ii), (iii) and (iv) are correct
(i), (iii) and (iv) are correct
(i), (ii) and (iii) are correct
Ice
Concrete
Loose sand
Earth
Resources
Project duration time
Both resources and project duration time
None of the above
Rs. 8,43,750
Rs. 8,75,000
Rs. 10,50,000
Rs. 11,56,250
Bar chart
Gantt chart
Modified Mile stone chart
All the above
Instructions by the executive engineers
Construction measurements
Issue of store equipments
Names of the casual labour
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
1
2
3
4
Most likely time
Optimistic time
Pessimistic time
Expected time
Event
Dummy
Duration
Float
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
Minor works
Major works
Large projects
All the Above
8 days
9 days
10 days
15 days
Minimum time
Maximum time
Maximum cost
Minimum cost
Excavation for foundation
Curing of concrete
Setting of question paper
All the above
Normal distribution curve
Poisson's distribution curve
Beta distribution curve
None of the above
Drag line
Hoe
Clam shell
Dipper shovel
Preparation of estimate
Survey of the site
Initiation of proposal
Preparation of tender
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
Vertical lines
Horizontal lines
Dots
Crosses
Only (i) is correct
(i) and (ii) are correct
(i) and (iii) are correct
(ii) and (iii) are correct
An activity
An event
Both event and activity
None of the above
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