Engineerin Economics Chapter (Eng. Eco) 015
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Transcript of Engineerin Economics Chapter (Eng. Eco) 015
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Module No. 15
Project ManagementMuhammad Shahid Iqbal
Engineering
Economics
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What is a Project?
A project is a sequence of unique, complex and connected
activities having one goal or purpose that must be completed
by a specific time, wthin budget and according to
specification
A project consists of interrelated activities which are to be
executed in a certain order. The activities are interrelated in a
logical sequence, which is known as precedence relationship.
An activity cannot be started untill all its immediate
preceding activities are completed.
Some of the examples of the projects are given as:
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Some Examples of Simple Projects
Research Papers
Tree Planting Campaigns
Relief Collections
Examinations
Relocating
Weddings
Painting
Parties
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Some Examples of Complex Projects
Bridges
Ocean Liners
Commercial Aircraft
Olympic Games
Nuclear Power
Stations
Man on the Moon
Dams
Skyscrapers
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Major Projects in Pakistan
Tarbela and Mangla
Dams, Kalabagh
Dam (?)
Habib Bank Plaza, Muslim Commercial
Bank Building
Karakorum Highway, Islamabad-Lahore
Motorway, Islamabad-Peshawar
Motorway.
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Major Projects in Pakistan
Jinnah Intl Airport,
Allama Iqbal
International Airport,
Karachi Nuclear
Power Project,
Chashma Nuclear
Power Plant
Turkmenistan to
Pakistan Gas Pipeline,
Iran to India (via
Pakistan) Gas Pipeline
Faisal Masjid
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Major Projects in Pakistan
(The Karakorum Highway, M1, M2 Motorways)
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Project Management
Project Management can be defined as : a method and a setof techniques based on the accepted principles ofmanagement used for planning, estimating and controllingwork activities to reach a desired end result on time
within budget and according to specification. Project management is generally applied for constructing
public utilities, large industrial projects and organizingmega events.
Project management is considered to be an important field
in production scheduling mainly because many of theindustrial activities can also be viewed as projectmanagement problems, like launching satellites,fabrication of boilers, construction of railway coaches,organizing R & D activities.
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Many of the projects can be repeated by the same org. orby different organizations.
The project schedule which is prepared for one projectcannot be applied for other projects without any
modification because time estimates can be different dueto environment conditions.
Project is represented in the form of a network for thepurpose of analytical treatment to get the solution forscheduling and controlling its activities.
A network consists of a sets of arcs which are connectedmeaningfully through a set of nodes.
The precedence relationship among various activities of aproject can be represented using a network.
Project Management
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Project Activity Sequencing & Scheduling
Project Activity Sequencing is the prerequisite for
developing the project schedule.
The project schedule determines the planned start and finish
dates for all project activities.
It requires duration estimates for each project activity, and
is most conveniently depicted pictorially in the form of a
bar chart (the Gantt Chart), or the more informationaland
much more complex - form of a Network Diagram
There are two network diagramming techniques which are
used in project management
the precedence diagramming method
the arrow-on-node method.
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The Precedence Diagramming Method
Precedence diagramming is a method of constructing
project schedule network diagrams using boxes or
rectanglesknown as nodesto represent individual
project activities, and connects them with arrows to depict
the dependencies between the project activities
Activity A Activity B Activity C Activity A precedesActivity B whichprecedes ActivityC
Activity X
Activity Y
Activity Z
Activity X precedesboth Activities Yand Z
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Phases of Project Management
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Project Network Diagrams: The Node
ACTIVITYDESCRIPTION
ACTIVITYIDENTIFIER
ACTIVITYDURATION
ES EF
LS LF
SLACK
The CRITICAL PATH of a project is the
sequence of activities that determine the
project completion date any delay in an
activity or activities comprising the critical
path will delay the project by a
corresponding amount of time
EARLY START: When can the activitystart at the earliest?
EARLY FINISH: When can the activityfinish at the earliest?
LATE FINISH: When can the activityfinish at the latest?
LATE START: When can the activitystart at the latest?
SLACK: The time forwhich the activity canbe delayed (also called
float)
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Koll Business Information Center
Activity Description Preceding Activity
Activity Duration
A Approval of Application None 5
B Construction Plans A 15
C Traffic Study A 10
D Service Availability Check A 5
E Staff Report B, C 15F Commission Approval B, C, D 10
G Wait for Construction F 170
H Occupancy E, G 35
Project Network Diagram Example: (Network
Components and Details)
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The Basic
Network
Structure
Merge
Activities
Burst
Activities
A
Approval of
Application
C
Traffic Study
D
Service Avail-
ability Check
E
Staff Report
F
Commission
Approval
B
Construction
Plans
H
Occupancy
G
Wait for
Construction
Project Network Diagram Example:
(Graphical Depiction of the Network Components)
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Project Network Diagram Example:
(Determining the Forward Pass)
Application
Approval
Construction
Plans
Traffic
Study
Service
Check
Commission
Approval
Staff
Report
Wait for
Construction
Occupancy
A
B
C
D
F
E
G
H
5
15
10
5
10
15
170
35
50
205
155
105
3020
3520
20030
235200
Forward PassES + Duration = EF
20
15
10
20
15
200
35
5
5
5
30
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Application
Approval
A
5
Project Network Diagram Example:
(Determining the Backward Pass)
Construction
Plans
B
15
Traffic
Study
C
10
Service
Check
D
5
Commission
Approval
F
10
Staff
Report
E
15
Wait for
Construction
G
170
Occupancy
H
35
50
205
155
105
3020
3520
20030
235200
Backward PassLS + Duration = LF
50 10 20
205
2015
3020
200185
20030
235200
20
20
20
200
5
10
15
30
200185
185
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Application
Approval
A
5
Project Network Diagram Example:
(Determining Slack and the Critical Path)
Construction
Plans
B
15
Traffic
Study
C
10
Service
Check
D
5
Commission
Approval
F
10
Staff
Report
E
15
Wait for
Construction
G
170
Occupancy
H
35
50
205
155
105
3020
3520
20030
235200
50 10 20
205
2015
3020
200185
20030
235200
Slack = LS ESSlack = LF - EF
0
0
5
10
0
165
0
0
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3. Gantt Chart
A scheduling chart developed by Hanry Gantt that
shows actual and planned output over a period of time.
A bar graph with time on the horizontal axis andactivities to be accomplished on the vertical axis
Shows the expected and actual progress of various
tasks
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Copy-edit manuscriptDesign sample pagesDraw artworkPrint first pagesPrint final pagesDesign cover
1 2 Month
Reporting Date
Activity3 4
Actual progressGoals