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Construction Planning and Management

Construction Planning and Management
The critical activity has

None of these
Maximum float
Zero float
Minimum float

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

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

A firm
A person
All listed here
An agency

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Construction Planning and Management
PERT technique of network analysis is mainly useful for

Small projects
Large and complex projects
Deterministic activities
Research and development projects

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

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

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Construction Planning and Management
The direct cost of a project with respect to normal time is

Infinite
Zero
Maximum
Minimum

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