Ice
Concrete
Loose sand
Earth
D. Earth
(i), (ii) and (iv) are correct
(ii), (iii) and (iv) are correct
(i), (iii) and (iv) are correct
(i), (ii) and (iii) are correct
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
Concrete cured
Fixing of door
Plastering of walls
Selecting sites
Most likely time
Optimistic time
Pessimistic time
Expected time
Resource levelling
Resource smoothening
Updating
Critical path scheduling
Maximum float
Minimum float
Zero float
None of these
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
Rs. 8,800
Rs. 7,600
Rs. 6,400
Rs. 5,000
(a + m + b)/6
(a + 2m + b)/6
(a + 4m + b)/6
(a + 5m + b)/6
CPM analysis is activity oriented
PERT analysis is event oriented
In CPM, the time is related to cost
All the above
Optimistic time estimate refers to activities
Pessimistic time estimate refers to activities
Most likely time estimate refers to activities
All the above
Acquisition of land
Selection of site
Fmalisation of alignment of work
All the above
CPA (Critical Path Analysis)
CPP (Critical Path Plotted)
MCE (Minimum Cost Expenditure)
All the above
The float may be positive, zero or negative
If the float is positive and the activity is delayed by a period equal to its total float, the completion of project is not delayed
If the float of an activity is negative, delay in its performance is bound to delay the completion of project
All the above
Rs. 4,75,000
Rs. 5,75,000
Rs. 6,50,000
Rs. 8,50,000
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
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
50 %
84.1 %
99.9 %
100 %
A circle
A square
A triangle
All the above
Normal distribution curve
Poisson's distribution curve
Beta distribution curve
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
Unity of command
Effective control at all levels
Delegation of authority
All the above
Site survey
Availability of construction materials
Availability of labour
All the above
(t1 - t2) - t
t - (t1 - t2)
(t1 + t2) - t
t + (t1 - t2)
Minor works
Major works
Large projects
All the Above
80 and 90
90 and 80
85 and 75
75 and 83
3.5 and 5/6
5 and 25/36
3.5 and 25/36
4 and 5/6
1880
1900
1920
1940
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
Determines the status of each activity
Adjusts automatically changes in activity progress
Is a dynamic system
None of these