(a + m + b)/6
(a + 2m + b)/6
(a + 4m + b)/6
(a + 5m + b)/6
C. (a + 4m + b)/6
Only (i) is correct
(i) and (ii) are correct
(i) and (iii) are correct
(ii) and (iii) are correct
Vertical lines
Horizontal lines
Dots
Crosses
Crash time
Normal time
Optimistic time
Standard time
Small projects
Large and complex projects
Research and development projects
Deterministic activities
Is an improvement upon bar chart method
Provides a realistic approach to daily problems
Avoids delays which are very common in bar charts
All the above
(i), (ii) and (iv) are correct
(ii), (iii) and (iv) are correct
(i), (iii) and (iv) are correct
(i), (ii) and (iii) are correct
20 kg/tonne
30 kg/tonne
40 kg/tonne
50 kg/tonne
1 and 4 are correct
2 and 3 are correct
1 and 4 are correct
1 and 2 are correct
Programme Evaluation and Review Technique, is event oriented
Programme Evaluation and Review Technique is not event oriented
Critical Path Method is event oriented
Critical Path method is event oriented
Concrete cured
Fixing of door
Plastering of walls
Selecting sites
Optimistic time estimate refers to activities
Pessimistic time estimate refers to activities
Most likely time estimate refers to activities
All the above
Moist loam
Good common earth
Well blasted rock
Wet sticky clay
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
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
Site located
Foundation is being dug
The office area is being cleaned
The invitations are being sent
Strict adherence to specifications
Separation of planning and design part
Each individual maintains functional efficiency
All the above
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
1910
1920
1930
1940
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
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.
Trimming and finishing
Shaping and trimming
Finishing and shaping
Finishing, shaping and trimming
Total float and free float
Total float and independent float
Free float and independent float
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
Bar chart
Gantt chart
Modified Mile stone chart
All the above
Positive
Negative
Zero
Same
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
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
An engineer
An architect
An owner
All the above
Synthesising in concepts
Is built of activities oriented programme
Is based on time estimate
All the above
Drag line
Hoe
Clam shell
Dipper shovel