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Construction Planning and Management

Construction Planning and Management
Interfering float is the difference between

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

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Construction Planning and Management
A critical ratio scheduling

Is a dynamic system
Determines the status of each activity
None of these
Adjusts automatically changes in activity progress

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Construction Planning and Management
Final technical authority of a project lies with

Chief Engineer
Assistant Engineer
Executive Engineer
Superintending Engineer

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Construction Planning and Management
A construction schedule is prepared after collecting

Number of operations
All listed here
Output of machinery
Output of labour

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Construction Planning and Management
Time and progress chart of a construction, is also known as

All listed here
Modified Mile stone chart
Gantt chart
Bar chart

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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

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

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