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

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Construction Planning and Management
The technique for establishing and maintaining priorities among the various jobs of a project, is known

Event flow scheduling technique
Short interval scheduling
Critical ratio scheduling
Slotting technique for scheduling

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

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

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Construction Planning and Management
The salient feature of functional organization is

Separation of planning and design part
Each individual maintains functional efficiency
All listed here
Strict adherence to specifications

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Construction Planning and Management
For the supply of materials for concrete, form work reinforcing and placing of concrete, removal of form work and curing of concrete, number of bar(s) required on bar chart, is

3
1
2
4

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Construction Planning and Management
Consider the following operations: 1. Drilling 2. Blasting 3. Mucking 4. Placing steel 5. Placing concrete The correct sequence of these operations in tunnel construction is

1, 2, 3, 4, 5
1, 3, 4, 2, 5
1, 2, 4, 3, 5
1, 3, 2, 4, 5

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