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Construction Planning and Management

Construction Planning and Management
Interfering float is the difference between

Total float and free float
Total float and independent float
None of these
Free float and independent float

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Construction Planning and Management
In the time-cost optimisation, using CPM method for network analysis, the crashing of the activities along the critical path is done starting with the activity having

Highest cost slope
Shortest duration
Longest duration
Least cost slope

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Construction Planning and Management
The time by which activity completion time can be delayed without affecting the start of succeeding activities, is known as

Duration
Total float
Interfering float
Free float

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Construction Planning and Management
An earth moving equipment costs Rs. 5,00,000 and has an estimated life of 10 years and a salvage value of Rs. 50,000. What uniform annual amount must be set aside at the end of each of the 10 years for replacement if the interest rate is 8% per annum and if the sinking fund factor at 8% per annum interest rate for 10 years is 0.069?

Rs. 37950
Rs. 34500
Rs. 31050
Rs. 50000

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Construction Planning and Management
For the execution of a project, a contractor is

An agency
All listed here
A firm
A person

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Construction Planning and Management
Optimistic time, most likely time and pessimistic times for the activities of a network in the given figure are written above their arrows. If the contractual obligation time for the project is 75, the latest occurrence time for the event 2, is

15
35
25
20

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