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PROJECT SCHEDULING
1

CHAPTER 4
ME751 ELECTIVE
PROJECT MANAGEMENT
INTRODUCTION
A

human being normally would perceive a
schedule to be some sort of a time table.
 In Project Management, a schedule consists
of a list of project terminal elements with an
intended start and finish dates.
 The project schedule is a calendar that links
the tasks to be done with the resources that
will do them.
 Terminal elements are the lowest elements
in a schedule which are not further
subdivided.

2
ROLE OF SCHEDULING IN PROJECT MANAGEMENT
 They

provide a basis for you to monitor and
control project activities.
 They help you determine how best to allocate
resources so you can achieve the project goal.
 They help you assess how time delays will
impact the project.
 You can figure out where excess resources are
available to allocate to other projects.
 They provide a basis to help you track project
progress.

3
SOME RULES OF THE THUMB
Organize tasks concurrently to make optimal
use of workforce.
 Minimize task dependencies to avoid delays
caused by one task waiting for another to complete.
 Dependent on project managers intuition and
experience.


4
INPUTS TO CREATE A PROJECT SCHEDULE








Personal and project calendars – Understanding working days,
shifts, and resource availability is critical to completing a project
schedule.
Description of project scope – From this, you can determine key
start and end dates, major assumptions behind the plan, and key
constraints and restrictions. You can also include stakeholder
expectations, which will often determine project milestones.
Project risks – You need to understand these to make sure there's
enough extra time to deal with identified risks – and with unidentified
risks (risks are identified with thorough Risk Analysis).
Lists of activities and resource requirements – Again, it's
important to determine if there are other constraints to consider when
developing the schedule. Understanding the resource capabilities
and experience you have available – as well as company holidays
5
and staff vacations – will affect the schedule.
INPUTS TO CREATE A PROJECT SCHEDULE (CONTINUED)

risks – You need to understand these to
make sure there's enough extra time to deal with
identified risks – and with unidentified risks (risks
are identified with thorough Risk Analysis).
 Lists of activities and resource requirements –
Understanding the resource capabilities and
experience you have available – as well as
company holidays and staff vacations – will affect
the schedule.
 Project

6
THE SCHEDULE FORMULA
Duration= Work÷ Resource Units
 Duration is the length of working time between the start
and finish of a task.
 Work is the amount of effort, measured in time units (like
hours or days), that a resource needs to complete the
task. The total work for a task is the sum of all those time
units, no matter how many resources are assigned to the
task.
 Resource Units indicate how much of a resource's
available time, according to the resource calendar, is
being used to work on a particular task. Resources are
the people, equipment, or other materials that are applied
to completing a task.
7
BUILDING THE PROJECT SCHEDULE
Allocate resources to the tasks:
 The

first step in building the project
schedule is to identify the resources
required to perform each of the tasks
required to complete the project.
 A resource is any person, item, tool, or
service that is needed by the project that is
either scarce or has limited availability.
 Many project managers use the terms
“resource” and “person” interchangeably,
but people are only one kind of resource.

8
BUILDING THE PROJECT SCHEDULE
Identify the Interdependencies:

9
WBS - DEFINITION
Logical breakdown of project into
components
and
parts
and
is
constructed by dividing project into
major parts with each being divided into
subparts.
10
HOW DOES WBS HELP?
1.Effective planning by dividing the work into
manageable elements which can be planned,
budgeted and controlled
2. Assignment of responsibility for work element to
project personnel and outside agencies
3. Development of control and information system
11
WBS - GUIDELINES


1. Should reflect how the Project Manager plans to
manage the project



2. Emphasis must be on meeting project objectives



3. The larger or more complex the project, the more
levels in the WBS



4. If work is needed that requires effort or funding, it
should be included in the WBS



5. It should reflect the total effort
12
PRINCIPLES FOR CREATING WBS


The WBS must be mutually exclusive



The WBS must follow

 Know

100%

rule

when its enough

13
MUTUALLY EXCLUSIVE


No overlap between two work packages

14
THE 100% RULE


The sum of all work packages must include
100% of the scope of work
Applies to all levels of WBS
 The sum of WBS element at lower level must equal to


100% of parent level


The WBS must not include any work that is not
included in the scope of work

15
KNOW WHEN ITS ENOUGH
Stop when the package full fills these criteria :
1.
2.
3.

4.

5.

You can create accurate estimate
Only one type of resource is required per work
package
There is no significant separation of time between
activities inside the work package
There is no activity mixed with other activity inside
work package that contains a risk that requires special
attention
There is no need to create separate cost estimate for
activities inside the work package
16
A TYPICAL WORK BREAKDOWN STRUCTURE

17
18
PROJECT MANAGEMENT TOOLS


PERT Chart- designed to
analyze and represent the tasks
involved in completing a given
project

 Gantt Chart - popular type

of bar chart that illustrates a
project schedule
19
BAR CHARTS/GANTT CHART
 Most

projects, however complex, start by
being depicted on a bar chart. The
principles are very simple:
Prepare list of project activities
 Estimate the time and resources needed
 Represent each activity by a bar
 Plot activities on a chart with horizontal time
scale showing start and end


20
GANTT CHART

21
ESTIMATING ACTIVITY TIME
 Time





to complete a task is random:

Skill levels and knowledge of the individuals
Machine/equipment variations
Material availability
Unexpected events
Illness
 Strikes
 Employee turnover and accidents
 Changed soil/site conditions


22
ESTIMATING ACTIVITY TIME


We know unexpected events and occurrences will
happen but are unable to predict the likelihood with
any confidence


We must however account for the possibility of the
occurrence of these events

23
ESTIMATING ACTIVITY TIME
 Optimistic

Completion Time - is the time the
activity will take if everything goes right
 Pessimistic Completion Time - is the time
the activity will take if everything that can go
wrong does go wrong but the project is still
completed
 Most Likely Completion Time - is the time
required under normal circumstances
 It can also be the completion time that has
occurred most frequently in similar
circumstances

24
ESTIMATING ACTIVITY TIME
To compute the expected duration time the
following formula is used:
 E = (O+4M+P)/6
 E = Expected duration time
 O = Optimistic time
 M = Most likely time
 P = Pessimistic time


25
SEQUENCING ACTIVITIES
 Bar

chart
 Produce a Logical Network
 Critical Path Method



Arrow Diagrams
Precedence Diagrams

 Identify

Critical Activities
 Locate the Critical Path
 Determine Floats
26
PERT CHART

27
CPM: CRITICAL PATH METHOD
 Graphic

network based scheduling
technique



Arrow Diagrams
Precedence Diagrams

 Use

activities created by the WBS process
 Analysis of timing and sequencing logic


Aids in identifying complex interrelationship of
activities
28
CPM: CRITICAL PATH METHOD
Allows for easy revision of schedule and simulation
and evaluation of the impact of changes
 Also used as a control tool during execution of the
project


29
STEPS IN PRODUCING A NETWORKS
List the activities
 Produce a logical network of activities
 Assess the duration of each activity
 Produce a schedule - determine the start and finish
times and the float available for each activity


30
STEPS IN PRODUCING A NETWORKS


Determine the time required to complete a project
and the the longest path on the network




The longest path is the Critical Path

Assess the resources required

31
ACTIVITY SEQUENCING


ACTIVITY



A
B
C
D













E
F
G
H
I
J
K

IMMED.
PRED.
Set conference date
Establish theme/program
Select conference site
A
Obtain speakers
6.0
Develop brochure
C,D
Obtain mailing labels
C,D
Mail brochure
E,F
Obtain speaker materials
D
Receive registrations
G
Confirm all arrangements
H,I
Prepare conference kits
J

TIME(WEEKS)
(E)
2.0
5.0
5.0
B
9.0
5.0
2.0
4.0
6.0
1.0
2.0

32
SAMPLE NETWORK

a

c

e

g

start

i
j

k

end

f
b

d

h

33
ACTIVITY TIMES/CRITICAL PATH
0

2

2

a2

7

11

e9

c5

4

6 6

11

20

11

20 22

20
g2

Start
11 16
0

5 5
b5

0

11
d6

5 5

f5

15 20
11

22 28

i6

20 22 22 28
11 15

28 29 29 31

j1

k2

End

28 29 29 31

h4
24 28

34
CRITICAL PATH
 Calculations

for precedence diagrams and
arrow diagrams are essentially the same
 Critical path is where there is zero slack
time
 If an activity takes longer than estimated on
the critical path then the project will be
delayed
 The critical path can change if there is a
delay that make an alternative path longer
35
FLOAT (SLACK)
 Slack

or float time is amount of delay that
could be tolerated in the start or completion
time without causing a delay in completion
of the project
 Total float or calculations to determine how
long each activity could be delayed without
delaying the project
 Total float = LF - ES - duration
36
SUMMARY
Critical path identifies the project time requirements
 Slack or float time is amount of delay that could be
tolerated in the start or completion time without
causing a delay in completion of the project
 Zero slack time equals the critical path


37

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10 me667 chap4 project scheduling

  • 1. PROJECT SCHEDULING 1 CHAPTER 4 ME751 ELECTIVE PROJECT MANAGEMENT
  • 2. INTRODUCTION A human being normally would perceive a schedule to be some sort of a time table.  In Project Management, a schedule consists of a list of project terminal elements with an intended start and finish dates.  The project schedule is a calendar that links the tasks to be done with the resources that will do them.  Terminal elements are the lowest elements in a schedule which are not further subdivided. 2
  • 3. ROLE OF SCHEDULING IN PROJECT MANAGEMENT  They provide a basis for you to monitor and control project activities.  They help you determine how best to allocate resources so you can achieve the project goal.  They help you assess how time delays will impact the project.  You can figure out where excess resources are available to allocate to other projects.  They provide a basis to help you track project progress. 3
  • 4. SOME RULES OF THE THUMB Organize tasks concurrently to make optimal use of workforce.  Minimize task dependencies to avoid delays caused by one task waiting for another to complete.  Dependent on project managers intuition and experience.  4
  • 5. INPUTS TO CREATE A PROJECT SCHEDULE     Personal and project calendars – Understanding working days, shifts, and resource availability is critical to completing a project schedule. Description of project scope – From this, you can determine key start and end dates, major assumptions behind the plan, and key constraints and restrictions. You can also include stakeholder expectations, which will often determine project milestones. Project risks – You need to understand these to make sure there's enough extra time to deal with identified risks – and with unidentified risks (risks are identified with thorough Risk Analysis). Lists of activities and resource requirements – Again, it's important to determine if there are other constraints to consider when developing the schedule. Understanding the resource capabilities and experience you have available – as well as company holidays 5 and staff vacations – will affect the schedule.
  • 6. INPUTS TO CREATE A PROJECT SCHEDULE (CONTINUED) risks – You need to understand these to make sure there's enough extra time to deal with identified risks – and with unidentified risks (risks are identified with thorough Risk Analysis).  Lists of activities and resource requirements – Understanding the resource capabilities and experience you have available – as well as company holidays and staff vacations – will affect the schedule.  Project 6
  • 7. THE SCHEDULE FORMULA Duration= Work÷ Resource Units  Duration is the length of working time between the start and finish of a task.  Work is the amount of effort, measured in time units (like hours or days), that a resource needs to complete the task. The total work for a task is the sum of all those time units, no matter how many resources are assigned to the task.  Resource Units indicate how much of a resource's available time, according to the resource calendar, is being used to work on a particular task. Resources are the people, equipment, or other materials that are applied to completing a task. 7
  • 8. BUILDING THE PROJECT SCHEDULE Allocate resources to the tasks:  The first step in building the project schedule is to identify the resources required to perform each of the tasks required to complete the project.  A resource is any person, item, tool, or service that is needed by the project that is either scarce or has limited availability.  Many project managers use the terms “resource” and “person” interchangeably, but people are only one kind of resource. 8
  • 9. BUILDING THE PROJECT SCHEDULE Identify the Interdependencies: 9
  • 10. WBS - DEFINITION Logical breakdown of project into components and parts and is constructed by dividing project into major parts with each being divided into subparts. 10
  • 11. HOW DOES WBS HELP? 1.Effective planning by dividing the work into manageable elements which can be planned, budgeted and controlled 2. Assignment of responsibility for work element to project personnel and outside agencies 3. Development of control and information system 11
  • 12. WBS - GUIDELINES  1. Should reflect how the Project Manager plans to manage the project  2. Emphasis must be on meeting project objectives  3. The larger or more complex the project, the more levels in the WBS  4. If work is needed that requires effort or funding, it should be included in the WBS  5. It should reflect the total effort 12
  • 13. PRINCIPLES FOR CREATING WBS  The WBS must be mutually exclusive  The WBS must follow  Know 100% rule when its enough 13
  • 14. MUTUALLY EXCLUSIVE  No overlap between two work packages 14
  • 15. THE 100% RULE  The sum of all work packages must include 100% of the scope of work Applies to all levels of WBS  The sum of WBS element at lower level must equal to  100% of parent level  The WBS must not include any work that is not included in the scope of work 15
  • 16. KNOW WHEN ITS ENOUGH Stop when the package full fills these criteria : 1. 2. 3. 4. 5. You can create accurate estimate Only one type of resource is required per work package There is no significant separation of time between activities inside the work package There is no activity mixed with other activity inside work package that contains a risk that requires special attention There is no need to create separate cost estimate for activities inside the work package 16
  • 17. A TYPICAL WORK BREAKDOWN STRUCTURE 17
  • 18. 18
  • 19. PROJECT MANAGEMENT TOOLS  PERT Chart- designed to analyze and represent the tasks involved in completing a given project  Gantt Chart - popular type of bar chart that illustrates a project schedule 19
  • 20. BAR CHARTS/GANTT CHART  Most projects, however complex, start by being depicted on a bar chart. The principles are very simple: Prepare list of project activities  Estimate the time and resources needed  Represent each activity by a bar  Plot activities on a chart with horizontal time scale showing start and end  20
  • 22. ESTIMATING ACTIVITY TIME  Time     to complete a task is random: Skill levels and knowledge of the individuals Machine/equipment variations Material availability Unexpected events Illness  Strikes  Employee turnover and accidents  Changed soil/site conditions  22
  • 23. ESTIMATING ACTIVITY TIME  We know unexpected events and occurrences will happen but are unable to predict the likelihood with any confidence  We must however account for the possibility of the occurrence of these events 23
  • 24. ESTIMATING ACTIVITY TIME  Optimistic Completion Time - is the time the activity will take if everything goes right  Pessimistic Completion Time - is the time the activity will take if everything that can go wrong does go wrong but the project is still completed  Most Likely Completion Time - is the time required under normal circumstances  It can also be the completion time that has occurred most frequently in similar circumstances 24
  • 25. ESTIMATING ACTIVITY TIME To compute the expected duration time the following formula is used:  E = (O+4M+P)/6  E = Expected duration time  O = Optimistic time  M = Most likely time  P = Pessimistic time  25
  • 26. SEQUENCING ACTIVITIES  Bar chart  Produce a Logical Network  Critical Path Method   Arrow Diagrams Precedence Diagrams  Identify Critical Activities  Locate the Critical Path  Determine Floats 26
  • 28. CPM: CRITICAL PATH METHOD  Graphic network based scheduling technique   Arrow Diagrams Precedence Diagrams  Use activities created by the WBS process  Analysis of timing and sequencing logic  Aids in identifying complex interrelationship of activities 28
  • 29. CPM: CRITICAL PATH METHOD Allows for easy revision of schedule and simulation and evaluation of the impact of changes  Also used as a control tool during execution of the project  29
  • 30. STEPS IN PRODUCING A NETWORKS List the activities  Produce a logical network of activities  Assess the duration of each activity  Produce a schedule - determine the start and finish times and the float available for each activity  30
  • 31. STEPS IN PRODUCING A NETWORKS  Determine the time required to complete a project and the the longest path on the network   The longest path is the Critical Path Assess the resources required 31
  • 32. ACTIVITY SEQUENCING  ACTIVITY  A B C D           E F G H I J K IMMED. PRED. Set conference date Establish theme/program Select conference site A Obtain speakers 6.0 Develop brochure C,D Obtain mailing labels C,D Mail brochure E,F Obtain speaker materials D Receive registrations G Confirm all arrangements H,I Prepare conference kits J TIME(WEEKS) (E) 2.0 5.0 5.0 B 9.0 5.0 2.0 4.0 6.0 1.0 2.0 32
  • 34. ACTIVITY TIMES/CRITICAL PATH 0 2 2 a2 7 11 e9 c5 4 6 6 11 20 11 20 22 20 g2 Start 11 16 0 5 5 b5 0 11 d6 5 5 f5 15 20 11 22 28 i6 20 22 22 28 11 15 28 29 29 31 j1 k2 End 28 29 29 31 h4 24 28 34
  • 35. CRITICAL PATH  Calculations for precedence diagrams and arrow diagrams are essentially the same  Critical path is where there is zero slack time  If an activity takes longer than estimated on the critical path then the project will be delayed  The critical path can change if there is a delay that make an alternative path longer 35
  • 36. FLOAT (SLACK)  Slack or float time is amount of delay that could be tolerated in the start or completion time without causing a delay in completion of the project  Total float or calculations to determine how long each activity could be delayed without delaying the project  Total float = LF - ES - duration 36
  • 37. SUMMARY Critical path identifies the project time requirements  Slack or float time is amount of delay that could be tolerated in the start or completion time without causing a delay in completion of the project  Zero slack time equals the critical path  37