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Chapter 6
Activity Planning
 Effort estimation
◦ For whole project
◦ For individual activity
 Detailed plan
◦ Starting of each activity
◦ End of each activity
◦ Risks
2
Project Vs Activity
 A project is composed of a number of
related activities
 A project may start when at least one
of its activities is ready to start
 A project will be completed when all of
its activities have been completed
3
Cont…
 An activity should have a duration that
can be forecasted
 An activity must have a clear start and
a clear stop
 Some activities may require the time
that other activities are completed
before they can begin
4
Activity Planning
 A project plan is a schedule of
activities indicating the start and stop
for each activity
◦ Also provide the project and resource
schedules
5
Cont…
 During planning, managers consider:
◦ Resource availability
◦ Resource allocation
◦ Staff responsibility
◦ Project Monitoring
◦ Cash flow forecasting
◦ Re-planning of the project towards the
pre-defined goal
6
Objectives of Activity Planning
 Feasibility assessment
◦ Time and resource constraints
 Resource allocation
◦ Timescale and resource availability
 Detailed costing
◦ Cost and their timing
 Motivation
 Co-ordination
7
When to plan
 During feasibility study and project
start-up
◦ Resource availability
◦ Cash flow control
Different Levels of Plans
 Project Schedule: a plan that shows
◦ What are activities
◦ Order of activities
◦ Dates when each activity should start and
stop
◦ When and how much of the resources will
be required
 Activity Plan: a plan that describes
◦ how each activity will be undertaken
9
ACTIVITY NETWORKS
10
Planning and Scheduling the
Activities
 Once we have a project plan (or,
project schedule), we need to
schedule the activities in a project
taking into account the resource
constraints
11
Network Planning Model
 Time flows from
◦ Left to Right
 Simple sequencing
◦ Suitable for small projects
 CPM(Critical Path Method)
 PERT(Program Evaluation Review
Technique)
 AOA
 Precedence Network
◦ AON
Simple sequencing
13
CPM Network
 A project network should have only one start
node
 A project network should have only one end
node
 A link have duration
 Nodes has no duration
 Precedents are immediate preceding
activities
 Time moves from Left to Right
 Nodes are numbered sequentially
 A network may not contain loops
◦ Leads to an impossible sequence
 A network should not contain dangles
CPM Convention
Event
Number
Earliest
date
Slack
Latest
date
Example to construct a CPM
Id. Activity Name Duration (weeks) Precedents
A Hardware selection 7
B Software design 4
C Hardware Installation 6 A
D Coding 4 B
E Data Preparation 5 B
F User Documentation 9
G User Training 5 E,F
H System Installation 3 C,D
16
Cont…
1
0
0
0
2
0
7
7
3
2
6
4
4
0
13
13
5
2
11
9
6
0
16
16
A=7
B=4 D=4
C=6
H=3
F=9 G=5
E=5
Cont…
1
0
0
0
2
0
7
7
3
2
6
4
4
0
13
13
5
2
11
9
6
0
16
16
A=7
B=4 D=4
C=6
H=3
F=9 G=5
E=5
Critical Path
 Any delay in critical path delays the
project
 Slack= difference between earliest
and latest dates
 Any event with slack 0 is critical.
◦ Path joining these events is critical path
 Activity float
◦ Float=difference in earliest finish and it’s
latest start
Adding the time dimension
 Critical path approach is concerned
with:
◦ Project completed as quickly as possible
◦ Identifying activities leads to delay project
or later activities start date, if delayed.
 Forward pass
◦ Earliest dates of activities
 Backward pass
◦ Latest start dates and the critical path
Activity Float
 Time allowed for an activity to delay
 3 different types:
◦ Total float(no delay in project end date)
= |latest start date – earliest start date|
◦ Free float(delay without affecting subsequent
activity)
= |earliest completion date of activity – earliest
start date of succeeding activity|
◦ Interfering float = |total float - free float|
21
Cont…
 Loop representing impossible
sequencing
Code Program Test Program Release
Program
Correct Error
Diagnose Errors
Cont…
 Dangling activities indicate errors in
logic
Write User Manual
Design
Program
Test Program
Code
Program
Install Program
Cont…
 Solution is:
◦ Remove dangle activities
◦ If that is a part of project => re-draw the
network
Write User Manual
Design
Program
Test Program
Code
Program
Install Program
Cont…
 Lagged Activities
Build Prototype Test Prototype
Revise
Specifications
Document
amendments
Starts 1 after Test
Ends 2 day after Test
Cont…
 Dummy activities
Activity on Node Representation
Example
Id. Activity Name Duration (weeks) Precedents
A Hardware selection 7
B Software design 4
C Hardware Installation 6 A
D Coding 4 B
E Data Preparation 5 B
F User Documentation 9
G User Training 5 E,F
H System Installation 3 C,D
28
Activity on Node
Activity label, activity description
Earliest start Duration Earliest finish
Latest start Float Latest finish
B
0 4 W 4
C
7 6 W 13
F
0 9 W 9
A
0 7 w 7
D
4 4 W 8
E
4 5 W 9
H
13 3 W 16
G
9 5 W 14
Finis
h
Star
t
B
0 4 W 4
2 2 6
C
7 6 W 13
7 0 13
F
0 9 W 9
2 2 11
A
0 7 w 7
0 0 7
D
4 4 W 8
9 5 13
E
4 5 W 9
6 2 11
H
13 3 W 16
13 0 16
G
9 5 W 13
11 3 16
Finis
h
Star
t
Significance of critical path
 During planning stage
◦ Shortening the critical path will reduce the
overall project duration
 During management stage
◦ Pay more attention to those activities
which fall in the critical path
33

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Activity planning.ppt

  • 2.  Effort estimation ◦ For whole project ◦ For individual activity  Detailed plan ◦ Starting of each activity ◦ End of each activity ◦ Risks 2
  • 3. Project Vs Activity  A project is composed of a number of related activities  A project may start when at least one of its activities is ready to start  A project will be completed when all of its activities have been completed 3
  • 4. Cont…  An activity should have a duration that can be forecasted  An activity must have a clear start and a clear stop  Some activities may require the time that other activities are completed before they can begin 4
  • 5. Activity Planning  A project plan is a schedule of activities indicating the start and stop for each activity ◦ Also provide the project and resource schedules 5
  • 6. Cont…  During planning, managers consider: ◦ Resource availability ◦ Resource allocation ◦ Staff responsibility ◦ Project Monitoring ◦ Cash flow forecasting ◦ Re-planning of the project towards the pre-defined goal 6
  • 7. Objectives of Activity Planning  Feasibility assessment ◦ Time and resource constraints  Resource allocation ◦ Timescale and resource availability  Detailed costing ◦ Cost and their timing  Motivation  Co-ordination 7
  • 8. When to plan  During feasibility study and project start-up ◦ Resource availability ◦ Cash flow control
  • 9. Different Levels of Plans  Project Schedule: a plan that shows ◦ What are activities ◦ Order of activities ◦ Dates when each activity should start and stop ◦ When and how much of the resources will be required  Activity Plan: a plan that describes ◦ how each activity will be undertaken 9
  • 11. Planning and Scheduling the Activities  Once we have a project plan (or, project schedule), we need to schedule the activities in a project taking into account the resource constraints 11
  • 12. Network Planning Model  Time flows from ◦ Left to Right  Simple sequencing ◦ Suitable for small projects  CPM(Critical Path Method)  PERT(Program Evaluation Review Technique)  AOA  Precedence Network ◦ AON
  • 14. CPM Network  A project network should have only one start node  A project network should have only one end node  A link have duration  Nodes has no duration  Precedents are immediate preceding activities  Time moves from Left to Right  Nodes are numbered sequentially  A network may not contain loops ◦ Leads to an impossible sequence  A network should not contain dangles
  • 16. Example to construct a CPM Id. Activity Name Duration (weeks) Precedents A Hardware selection 7 B Software design 4 C Hardware Installation 6 A D Coding 4 B E Data Preparation 5 B F User Documentation 9 G User Training 5 E,F H System Installation 3 C,D 16
  • 19. Critical Path  Any delay in critical path delays the project  Slack= difference between earliest and latest dates  Any event with slack 0 is critical. ◦ Path joining these events is critical path  Activity float ◦ Float=difference in earliest finish and it’s latest start
  • 20. Adding the time dimension  Critical path approach is concerned with: ◦ Project completed as quickly as possible ◦ Identifying activities leads to delay project or later activities start date, if delayed.  Forward pass ◦ Earliest dates of activities  Backward pass ◦ Latest start dates and the critical path
  • 21. Activity Float  Time allowed for an activity to delay  3 different types: ◦ Total float(no delay in project end date) = |latest start date – earliest start date| ◦ Free float(delay without affecting subsequent activity) = |earliest completion date of activity – earliest start date of succeeding activity| ◦ Interfering float = |total float - free float| 21
  • 22. Cont…  Loop representing impossible sequencing Code Program Test Program Release Program Correct Error Diagnose Errors
  • 23. Cont…  Dangling activities indicate errors in logic Write User Manual Design Program Test Program Code Program Install Program
  • 24. Cont…  Solution is: ◦ Remove dangle activities ◦ If that is a part of project => re-draw the network Write User Manual Design Program Test Program Code Program Install Program
  • 25. Cont…  Lagged Activities Build Prototype Test Prototype Revise Specifications Document amendments Starts 1 after Test Ends 2 day after Test
  • 27. Activity on Node Representation
  • 28. Example Id. Activity Name Duration (weeks) Precedents A Hardware selection 7 B Software design 4 C Hardware Installation 6 A D Coding 4 B E Data Preparation 5 B F User Documentation 9 G User Training 5 E,F H System Installation 3 C,D 28
  • 29.
  • 30. Activity on Node Activity label, activity description Earliest start Duration Earliest finish Latest start Float Latest finish
  • 31. B 0 4 W 4 C 7 6 W 13 F 0 9 W 9 A 0 7 w 7 D 4 4 W 8 E 4 5 W 9 H 13 3 W 16 G 9 5 W 14 Finis h Star t
  • 32. B 0 4 W 4 2 2 6 C 7 6 W 13 7 0 13 F 0 9 W 9 2 2 11 A 0 7 w 7 0 0 7 D 4 4 W 8 9 5 13 E 4 5 W 9 6 2 11 H 13 3 W 16 13 0 16 G 9 5 W 13 11 3 16 Finis h Star t
  • 33. Significance of critical path  During planning stage ◦ Shortening the critical path will reduce the overall project duration  During management stage ◦ Pay more attention to those activities which fall in the critical path 33