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Construction Planning and Management

Construction Planning and Management
The time which results in the least possible construction cost of an activity, is known as

Standard time
Normal time
Slow time
Crash time

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Construction Planning and Management
If an activity has its optimistic, most likely and pessimistic times as 2, 3 and 7 respectively, then its expected time and variance are respectively

3.5 and 25/36
4 and 5/6
3.5 and 5/6
5 and 25/36

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Construction Planning and Management
CPM is

Is built of activities oriented programme
Synthesising in concepts
All listed here
Is based on time estimate

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

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Construction Planning and Management
If D is the duration, ES and EF are the earliest start and finish, LS and LF are latest start and latest finish time, then the following relation holds good

LS = LF - D
All listed here
EF = ES + D
LF = LS + D

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Construction Planning and Management
The critical activity has

Maximum float
None of these
Minimum float
Zero float

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