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Construction Planning and Management

Construction Planning and Management
If a is the optimistic time, b is the pessimistic time and m is most likely time of an activity, the expected time of the activity, is

(a + 2m + b)/6
(a + m + b)/6
(a + 5m + b)/6
(a + 4m + b)/6

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Construction Planning and Management
Mile Stone charts were invented in the year of

1910
1920
1940
1930

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Construction Planning and Management
The constraints in case of resource smoothening operation would be

Both resources and project duration time
Resources
Project duration time
None of these

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Construction Planning and Management
If the expected time of completion of a project is 60 weeks with a standard deviation of 5 weeks, the probability of completing the project in 50 weeks and 65 weeks respectively will be

2.3% and 84.1%
15.9% and 97.7%
97.7% and 84.1%
97.7 % and 15.9%

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Construction Planning and Management
While scheduling a project by C.P.M.

Required time for each activity is established
All listed here
Net work is drawn by connecting the activities and the events
A project is divided into various activities

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Construction Planning and Management
Updating may result in

All of these
Decrease of project completion time
Change of critical path
Increase of project completion time

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