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Project Management
    CPM/PERT




   vikramthadeshvar@hotmail.com   1
What exactly is a project?
PM 1 – I’m in charge of the construction of a retail development in the
centre of a large town. There are 26 retail units and a super market in
the complex. My main responsibilities are to co-ordinate the work of
the various contractors to ensure that the project is completed to
specification, within budget and on time.
PM 2 – I am directing a team of research scientists. We are running
trials on a new analgesic drug on behalf of a pharmaceutical company.
It is my responsibility to design the experiments and make sure that
proper scientific and legal procedures are followed, so that our results
can be subjected to independent statistical analysis.
PM 3- The international aid agency which employs me is sending me to
New Delhi to organize the introduction of multimedia resources at a
teachers’ training college. My role is quite complex. I have to make
sure that appropriate resources are purchased- and in some cases
developed within the college. I also have to encourage the acceptance
of these resources by lecturers and students within the2college.
       vikramthadeshvar@hotmail.com
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          vikramthadeshvar@hotmail.com
   Project not                                                                            set
Project
A project is a temporary endeavour involving a connected sequence of
  activities and a range of resources, which is designed to achieve a
  specific and unique outcome and which operates within time, cost
  and quality constraints and which is often used to introduce change.
 Characteristic of a project
  A unique, one-time operational activity or effort
  Requires the completion of a large number of interrelated activities
  Established to achieve specific objective
  Resources, such as time and/or money, are limited
  Typically has its own management structure
  Need leadership



    vikramthadeshvar@hotmail.com                    4
Examples
 – constructing houses, factories, shopping malls,
   athletic stadiums or arenas
 – developing military weapons systems, aircrafts,
   new ships
 – launching satellite systems
 – constructing oil pipelines
 – developing and implementing new computer
   systems
 – planning concert, football games, or basketball
   tournaments
 – introducing new products into market

vikramthadeshvar@hotmail.com            5
What is project management
• The application of a collection of tools and techniques
  to direct the use of diverse resources towards the
  accomplishment of a unique, complex, one time task
  within time, cost and quality constraints.
• Its origins lie in World War II, when the military
  authorities used the techniques of operational research
  to plan the optimum use of resources.
• One of these techniques was the use of networks to
  represent a system of related activities




  vikramthadeshvar@hotmail.com             6
Project Management Process
•   Project planning
•   Project scheduling
•   Project control
•   Project team
     – made up of individuals from various areas and departments within a
        company
•   Matrix organization
     – a team structure with members from functional areas, depending on skills
        required
•   Project Manager
     – most important member of project team
•   Scope statement
     – a document that provides an understanding, justification, and expected result
        of a project
•   Statement of work
     – written description of objectives of a project
•   Organizational Breakdown Structure
     – a chart that shows which organizational units are responsible for work items
•   Responsibility Assignment Matrix
     vikramthadeshvar@hotmail.com a project
     – shows who is responsible for work in                   7
Work breakdown structure
• A method of breaking down a project into individual
  elements ( components, subcomponents, activities and
  tasks) in a hierarchical structure which can be scheduled
  and cost
• It defines tasks that can be completed independently of
  other tasks, facilitating resource allocation, assignment
  of responsibilities and measurement and control of the
  project
• It is foundation of project planning
• It is developed before identification of dependencies and
  estimation of activity durations
• It can be used to identity the tasks in the CPM and PERT

   vikramthadeshvar@hotmail.com            8
Work Breakdown Structure for Computer Order
                   Processing System Project


vikramthadeshvar@hotmail.com                    9
Project Planning
• Resource Availability and/or Limits
  – Due date, late penalties, early completion
    incentives
  – Budget
• Activity Information
  – Identify all required activities
  – Estimate the resources required (time) to complete
    each activity
  – Immediate predecessor(s) to each activity needed
    to create interrelationships
 vikramthadeshvar@hotmail.com             10
Project Scheduling and Control Techniques
  Gantt Chart
  Critical Path Method (CPM)
  Program Evaluation and Review Technique (PERT)




vikramthadeshvar@hotmail.com        11
Gantt Chart
Graph or bar chart with a bar for each project activity that shows
passage of time
Provides visual display of project schedule




   vikramthadeshvar@hotmail.com                    12
History of CPM/PERT
• Critical Path Method (CPM)
  – E I Du Pont de Nemours & Co. (1957) for construction of new
    chemical plant and maintenance shut-down
  – Deterministic task times
  – Activity-on-node network construction
  – Repetitive nature of jobs
• Project Evaluation and Review Technique (PERT)
  –   U S Navy (1958) for the POLARIS missile program
  –   Multiple task time estimates (probabilistic nature)
  –   Activity-on-arrow network construction
  –   Non-repetitive jobs (R & D work)

   vikramthadeshvar@hotmail.com                    13
Project Network
• Network analysis is the general name given to certain specific
techniques which can be used for the planning, management and
control of projects
•   Use of nodes and arrows
       Arrows           An arrow leads from tail to head directionally
      – Indicate ACTIVITY, a time consuming effort that is required to perform a
         part of the work.
       Nodes          A node is represented by a circle
      - Indicate EVENT, a point in time where one or more activities start and/or
         finish.
•   Activity
     – A task or a certain amount of work required in the project
     – Requires time to complete
     – Represented by an arrow
•   Dummy Activity
     – Indicates only precedence relationships
     –vikramthadeshvar@hotmail.com
        Does not require any time of effort                       14
Project Network
• Event
   – Signals the beginning or ending of an activity
   – Designates a point in time
   – Represented by a circle (node)
• Network
   – Shows the sequential relationships among activities using nodes
     and arrows

Activity-on-node (AON)
    nodes represent activities, and arrows show precedence
    relationships
Activity-on-arrow (AOA)
    arrows represent activities and nodes are events for points in
    time
   vikramthadeshvar@hotmail.com                     15
AOA Project Network for House
                                    3
                Lay                          Dummy
                foundation
                                2        0             Build                    Finish
            3                       1                  house                    work
  1                    2                         4                      6                        7
      Design house           Order and                      3                       1
      and obtain             receive          Select    1        1    Select
      financing              materials        paint                   carpet
                                                            5


AON Project Network for House
                             Lay foundations                    Build house
                                    2                            4
                                                                                        Finish work
                                    2                            3
                                                                                             7
  Start           1                                                                          1
                  3
       Design house and                                                     6
                                    3
       obtain financing                                 5                   1
                                    1
                                                        1               Select carpet
                 Order and receive
  vikramthadeshvar@hotmail.com
                    materials
                                                       Select paint         16
Situations in network diagram
                B
    A                        A must finish before either B or C can start

                        C
    A
                    C        both A and B must finish before C can start
 B
     A              C         both A and C must finish before either of
    B                         B or D can start
                        D

A           B
                            A must finish before B can start
          Dummy             both A and C must finish before D can start
C vikramthadeshvar@hotmail.com
                                                      17
                D
vikramthadeshvar@hotmail.com   18
Network example
Illustration of network analysis of a minor redesign of a product and
its associated packaging.
The key question is: How long will it take to complete this project ?




    vikramthadeshvar@hotmail.com                    19
For clarity, this list is kept to a minimum by specifying only
immediate relationships, that is relationships involving activities
that "occur near to each other in time".




  vikramthadeshvar@hotmail.com                      20
Questions to prepare activity network
•   Is this a Start Activity?
•   Is this a Finish Activity?
•   What Activity Precedes this?
•   What Activity Follows this?
•   What Activity is Concurrent with this?




    vikramthadeshvar@hotmail.com             21
CPM calculation
• Path
  – A connected sequence of activities leading from
    the starting event to the ending event
• Critical Path
  – The longest path (time); determines the project
    duration
• Critical Activities
  – All of the activities that make up the critical path



 vikramthadeshvar@hotmail.com               22
Forward Pass
• Earliest Start Time (ES)
   – earliest time an activity can start
   – ES = maximum EF of immediate predecessors
• Earliest finish time (EF)
   – earliest time an activity can finish
   – earliest start time plus activity time
                                  EF= ES + t
Backward Pass
Latest Start Time (LS)
   Latest time an activity can start without delaying critical path
   time
       LS= LF - t
Latest finish time (LF)
   latest time an activity can be completed without delaying
   critical path time
    vikramthadeshvar@hotmail.com                23
   LS = minimum LS of immediate predecessors
CPM analysis
• Draw the CPM network
• Analyze the paths through the network
• Determine the float for each activity
   – Compute the activity’s float
                float = LS - ES = LF - EF
   – Float is the maximum amount of time that this activity can be
     delay in its completion before it becomes a critical activity,
     i.e., delays completion of the project
• Find the critical path is that the sequence of activities and events
  where there is no “slack” i.e.. Zero slack
   – Longest path through a network
• Find the project duration is minimum project completion time

  vikramthadeshvar@hotmail.com                      24
CPM Example:
• CPM Network
                          f, 15

                           g, 17             h, 9
        a, 6
                                   i, 6

            b, 8
                          d, 13      j, 12

               c, 5
                         e, 9


 vikramthadeshvar@hotmail.com         25
CPM Example
• ES and EF Times          f, 15


                           g, 17             h, 9
         a, 6
        0 6                        i, 6

            b, 8
           0 8            d, 13      j, 12

                c, 5
            0 5          e, 9


 vikramthadeshvar@hotmail.com         26
CPM Example
• ES and EF Times         f, 15
                          6 21
                           g, 17             h, 9
         a, 6
        0 6            6 23        i, 6

            b, 8
           0 8            d, 13      j, 12
                          8 21
                c, 5
            0 5          e, 9
                         5 14
 vikramthadeshvar@hotmail.com         27
CPM Example

• ES and EF Times          f, 15
                           6 21
                            g, 17             h, 9
          a, 6
                                             21 30
         0 6            6 23         i, 6
                                    23 29
             b, 8
            0 8            d, 13       j, 12
                           8 21          21 33
                 c, 5
             0 5          e, 9
                                      Project’s EF = 33
                          5 14
  vikramthadeshvar@hotmail.com          28
CPM Example
• LS and LF Times           f, 15
                            6 21
                                                 h, 9
                                                21 30
         a, 6                   g, 17
                                                24 33
        0 6            6 23              i, 6
                                        23 29
           b, 8                         27 33
           0 8            d, 13            j, 12
                          8 21              21 33
              c, 5                          21 33
            0 5         e, 9
                         5 14
 vikramthadeshvar@hotmail.com               29
CPM Example
• LS and LF Times           f, 15
                            6 21
                                              h, 9
                          18 24
                                             21 30
        a, 6                 g, 17
                                             24 33
       0 6            6 23            i, 6
       4 10           10 27          23 29
           b, 8                      27 33
          0 8            d, 13          j, 12
          0 8            8 21            21 33
              c, 5       8 21            21 33
           0 5          e, 9
           7 12          5 14
                       12 21
vikramthadeshvar@hotmail.com             30
CPM Example
• Float
                                f, 15
                           3 6 21                   h, 9
                               9 24
            a, 6                 g, 17         3 21 30
                                                   24 33
                         6 23             i, 6
       3 0 6           4
          3 9            10 27
                                       4 23 29
               b, 8                      27 33
              0 8           d, 13              j, 12
          0
              0 8        0 8 21                 0 21 33
                  c, 5      8 21                   21 33
               0 5         e, 9
          7
               7 12       7 5 14
                            12 21
  vikramthadeshvar@hotmail.com                  31
CPM Example
• Critical Path            f, 15


                           g, 17             h, 9
         a, 6
                                   i, 6

            b, 8
                          d, 13      j, 12

                c, 5
                         e, 9


 vikramthadeshvar@hotmail.com         32
PERT
• PERT is based on the assumption that an activity’s duration
  follows a probability distribution instead of being a single value
• Three time estimates are required to compute the parameters of
  an activity’s duration distribution:
   – pessimistic time (tp ) - the time the activity would take if
      things did not go well
   – most likely time (tm ) - the consensus best estimate of the
      activity’s duration
   – optimistic time (to ) - the time the activity would take if things
      did go well

       Mean (expected time):            te =
                                               tp + 4 tm + to
                                                      6
                                                          2
                                                tp - to
                   Variance: Vt =σ =     2
  vikramthadeshvar@hotmail.com                    6       33
PERT analysis
• Draw the network.
• Analyze the paths through the network and find the critical path.
• The length of the critical path is the mean of the project duration
  probability distribution which is assumed to be normal
• The standard deviation of the project duration probability
  distribution is computed by adding the variances of the critical
  activities (all of the activities that make up the critical path) and
  taking the square root of that sum
• Probability computations can now be made using the normal
  distribution table.




   vikramthadeshvar@hotmail.com                       34
Probability computation
Determine probability that project is completed within specified
time
                 x-µ
          Z=
                  σ
 where µ = tp = project mean time
         σ = project standard mean time
         x = (proposed ) specified time




   vikramthadeshvar@hotmail.com                    35
vikramthadeshvar@hotmail.com   36
PERT Example
        Immed. Optimistic Most Likely Pessimistic
Activity Predec. Time (Hr.) Time (Hr.) Time (Hr.)
  A        --          4        6         8
  B        --         1        4.5        5
  C        A           3        3         3
  D        A           4        5         6
  E        A          0.5       1        1.5
  F       B,C          3        4         5
  G       B,C         1        1.5        5
  H       E,F          5        6         7
  I       E,F         2         5         8
  J       D,H         2.5      2.75      4.5
  K       G,I         3
  vikramthadeshvar@hotmail.com  5     37 7
PERT Example
PERT Network

                               D


          A            E           H           J



                   C

              B                        I   K
                           F

                               G


vikramthadeshvar@hotmail.com                   38
PERT Example
       Activity    Expected Time   Variance
             A             6        4/9
             B             4        4/9
             C             3          0
             D             5        1/9
             E             1        1/36
             F             4        1/9
             G             2        4/9
             H             6        1/9
             I             5          1
             J             3        1/9
             K             5        4/9
vikramthadeshvar@hotmail.com        39
PERT Example
        Activity   ES   EF     LS   LF    Slack
           A        0    6      0    6        0 *critical
           B        0    4      5    9        5
           C        6    9      6    9        0*
           D        6   11     15   20        9
           E        6    7     12   13        6
           F        9   13      9   13        0*
           G        9   11     16   18        7
           H       13   19     14   20        1
           I       13   18     13   18        0*
           J       19   22     20   23        1
           K       18   23     18   23        0*

vikramthadeshvar@hotmail.com             40
PERT Example

          Vpath = VA + VC + VF + VI + VK
                   = 4/9 + 0 + 1/9 + 1 + 4/9
                   = 2
          σpath   = 1.414
      z = (24 - 23)/σ = (24-23)/1.414 = .71
   From the Standard Normal Distribution table:
        P(z < .71) = .5 + .2612 = .7612

vikramthadeshvar@hotmail.com            41
PROJECT COST




vikramthadeshvar@hotmail.com   42
Cost consideration in project
• Project managers may have the option or requirement to crash the
  project, or accelerate the completion of the project.
• This is accomplished by reducing the length of the critical
  path(s).
• The length of the critical path is reduced by reducing the duration
  of the activities on the critical path.
• If each activity requires the expenditure of an amount of money
  to reduce its duration by one unit of time, then the project
  manager selects the least cost critical activity, reduces it by one
  time unit, and traces that change through the remainder of the
  network.
• As a result of a reduction in an activity’s time, a new critical path
  may be created.
• When there is more than one critical path, each of the critical
  paths must be reduced.
• If the length of the project needs to be reduced further, the
   vikramthadeshvar@hotmail.com                       43
Project Crashing
• Crashing
   – reducing project time by expending additional resources
• Crash time
   – an amount of time an activity is reduced
• Crash cost
   – cost of reducing activity time
• Goal
   – reduce project duration at minimum cost




vikramthadeshvar@hotmail.com                   44
Activity crashing



                Crash
                cost     Crashing activity
Activity cost




                                  Slope = crash cost per unit time

                                                 Normal Activity
                Normal
                cost
                                               Normal
                                               time
                   Crash                                  Activity time
                   time
         vikramthadeshvar@hotmail.com                     45
Time-Cost Relationship
 Crashing costs increase as project duration decreases
 Indirect costs increase as project duration increases
 Reduce project length as long as crashing costs are less than
  indirect costs
                      Time-Cost Tradeoff
                     Min total cost =     Total project cost
                     optimal project
                                                 Indirect
                     time
                                                 cost
 cost




                                                   Direct cost


    vikramthadeshvar@hotmail.com                   time
                                                    46
Project Crashing example


                2              4
                               1
                8              2
                                            7
      1                                     4
      1
      2

               3                   6
               4         5         4
                         4




vikramthadeshvar@hotmail.com           47
Time Cost data

Activity Normal Normal Crash Crash Allowable slope
         time   cost Rs time cost Rs crash time
1        12      3000    7         5000     5        400
2        8       2000    5         3500     3        500
3        4       4000    3         7000     1        3000
4        12      50000   9         71000    3        7000
5        4       500     1         1100     3        200
6        4       500     1         1100     3        200
7        4       1500    3         22000    1        7000

                 75000             110700


    vikramthadeshvar@hotmail.com                48
R7000
                 R500
                                                              Project duration = 36
                  2                 4
                  8                 12               R700

    1
                                                       7
                                                                 From…..
                                                       4
    12

   R400           3                            6
                  4           5                4
                              4               R200
            R3000
                             R200

                                         R500              R7000

                                          2                  4
                                          8                 12             R700

         To…..                                                               7
                         1                                                   4
                         7
Project                                                             6
                        R400              3
                                                      5             4
duration = 31                             4
                                                      4            R200
                                    R3000
Additional cost                                      R200
   vikramthadeshvar@hotmail.com                                    49
= R2000
Benefits of CPM/PERT
 •   Useful at many stages of project management
 •   Mathematically simple
 •   Give critical path and slack time
 •   Provide project documentation
 •   Useful in monitoring costs

 CPM/PERT can answer the following important
 questions:
•How long will the entire project take to be completed? What are the
risks involved?
•Which are the critical activities or tasks in the project which could
delay the entire project if they were not completed on time?
•Is the project on schedule, behind schedule or ahead of schedule?
•If the project has to be finished earlier than planned, what is the best
way vikramthadeshvar@hotmail.com
      to do this at the least cost?                     50
Limitations to CPM/PERT
• Clearly defined, independent and stable activities
• Specified precedence relationships
• Over emphasis on critical paths
• Deterministic CPM model
• Activity time estimates are subjective and depend on judgment
• PERT assumes a beta distribution for these time estimates, but
  the actual distribution may be different
• PERT consistently underestimates the expected project
  completion time due to alternate paths becoming critical


To overcome the limitation, Monte Carlo simulations can be
performed on the network to eliminate the optimistic bias

    vikramthadeshvar@hotmail.com                51
Computer Software
             for Project Management

•   Microsoft Project (Microsoft Corp.)
•   MacProject (Claris Corp.)
•   PowerProject (ASTA Development Inc.)
•   Primavera Project Planner (Primavera)
•   Project Scheduler (Scitor Corp.)
•   Project Workbench (ABT Corp.)



vikramthadeshvar@hotmail.com          52
Practice Example
A social project manager is faced with a project with the following
activities:
 Activity Description                         Duration
 Social work team to live in village          5w
 Social research team to do survey            12w
 Analyse results of survey                    5w
 Establish mother & child health program      14w
 Establish rural credit programme             15w
 Carry out immunization of under fives        4w

 Draw network diagram and show the critical path.
 Calculate project duration.
 vikramthadeshvar@hotmail.com                  53
Practice problem
Activity Description                                   Duration
1-2       Social work team to live in village          5w
1-3       Social research team to do survey            12w
3-4       Analyse results of survey                    5w
2-4       Establish mother & child health program      14w
3-5       Establish rural credit programme             15w
4-5       Carry out immunization of under fives        4w


                                      4
                 2

      1                                           5

                    3
 vikramthadeshvar@hotmail.com                     54

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Critical path and pert

  • 1. Project Management CPM/PERT vikramthadeshvar@hotmail.com 1
  • 2. What exactly is a project? PM 1 – I’m in charge of the construction of a retail development in the centre of a large town. There are 26 retail units and a super market in the complex. My main responsibilities are to co-ordinate the work of the various contractors to ensure that the project is completed to specification, within budget and on time. PM 2 – I am directing a team of research scientists. We are running trials on a new analgesic drug on behalf of a pharmaceutical company. It is my responsibility to design the experiments and make sure that proper scientific and legal procedures are followed, so that our results can be subjected to independent statistical analysis. PM 3- The international aid agency which employs me is sending me to New Delhi to organize the introduction of multimedia resources at a teachers’ training college. My role is quite complex. I have to make sure that appropriate resources are purchased- and in some cases developed within the college. I also have to encourage the acceptance of these resources by lecturers and students within the2college. vikramthadeshvar@hotmail.com
  • 3. f a reex d a sup he work ion o nitl an nate t struc tail u p -ordi t s ed to the c re 26 re com o co s compl PM o n et 2– e of er e a are t ject i I am a r g ilntg he pro i ies trial ch d n. Th It is – Iom an e tirwct esponsipi hat t s ni b ’ n oe i M 1 of a l g a m r Ppro my resarewy naai ng a teosure n time. p t prer e p.oM lges to hnm nd o ent scpeex nsib actorsiAd et a of r s ga canc m i lntif ontrility Aud rug c th e sub ous cic a hinto n on esearch beco b ijec , wid var tied ntl desie the nt o o egal gw t behalf scienti n h ificat inde proc de ex of a p sts. W spec e d u r p er i h pen den reu men armac e are ru t st a s g r e fa ts a eu t i ti st i o ll o nd m cal c inninge to ca l wed s me ks sendong m anemploy so a i e su mpt ny ich alysis , ahresonre es aa a . s id a gency wh i tuat eu tc thatke . ed t d o u lt im ion of mu nges. I havertresua la ternationa om PM 3- The in i t o or g anize the i nt r oduc t y ro lofs te i e e i qu atchoimpldxin some caseslts c New Delh llege.tMod purchased- an ing co e h es are acceptanc e in te achers’ tra propeiw msourc so have to encourage thoellege. r ate re p n sure that a A thin the college. I a l c nt s w i t hi n t he develope d wi rs a nd s t ude ces by l e c t ur e of the se is sourdefined by the type of outcome it is 3 up to achieve re vikramthadeshvar@hotmail.com Project not set
  • 4. Project A project is a temporary endeavour involving a connected sequence of activities and a range of resources, which is designed to achieve a specific and unique outcome and which operates within time, cost and quality constraints and which is often used to introduce change. Characteristic of a project A unique, one-time operational activity or effort Requires the completion of a large number of interrelated activities Established to achieve specific objective Resources, such as time and/or money, are limited Typically has its own management structure Need leadership vikramthadeshvar@hotmail.com 4
  • 5. Examples – constructing houses, factories, shopping malls, athletic stadiums or arenas – developing military weapons systems, aircrafts, new ships – launching satellite systems – constructing oil pipelines – developing and implementing new computer systems – planning concert, football games, or basketball tournaments – introducing new products into market vikramthadeshvar@hotmail.com 5
  • 6. What is project management • The application of a collection of tools and techniques to direct the use of diverse resources towards the accomplishment of a unique, complex, one time task within time, cost and quality constraints. • Its origins lie in World War II, when the military authorities used the techniques of operational research to plan the optimum use of resources. • One of these techniques was the use of networks to represent a system of related activities vikramthadeshvar@hotmail.com 6
  • 7. Project Management Process • Project planning • Project scheduling • Project control • Project team – made up of individuals from various areas and departments within a company • Matrix organization – a team structure with members from functional areas, depending on skills required • Project Manager – most important member of project team • Scope statement – a document that provides an understanding, justification, and expected result of a project • Statement of work – written description of objectives of a project • Organizational Breakdown Structure – a chart that shows which organizational units are responsible for work items • Responsibility Assignment Matrix vikramthadeshvar@hotmail.com a project – shows who is responsible for work in 7
  • 8. Work breakdown structure • A method of breaking down a project into individual elements ( components, subcomponents, activities and tasks) in a hierarchical structure which can be scheduled and cost • It defines tasks that can be completed independently of other tasks, facilitating resource allocation, assignment of responsibilities and measurement and control of the project • It is foundation of project planning • It is developed before identification of dependencies and estimation of activity durations • It can be used to identity the tasks in the CPM and PERT vikramthadeshvar@hotmail.com 8
  • 9. Work Breakdown Structure for Computer Order Processing System Project vikramthadeshvar@hotmail.com 9
  • 10. Project Planning • Resource Availability and/or Limits – Due date, late penalties, early completion incentives – Budget • Activity Information – Identify all required activities – Estimate the resources required (time) to complete each activity – Immediate predecessor(s) to each activity needed to create interrelationships vikramthadeshvar@hotmail.com 10
  • 11. Project Scheduling and Control Techniques Gantt Chart Critical Path Method (CPM) Program Evaluation and Review Technique (PERT) vikramthadeshvar@hotmail.com 11
  • 12. Gantt Chart Graph or bar chart with a bar for each project activity that shows passage of time Provides visual display of project schedule vikramthadeshvar@hotmail.com 12
  • 13. History of CPM/PERT • Critical Path Method (CPM) – E I Du Pont de Nemours & Co. (1957) for construction of new chemical plant and maintenance shut-down – Deterministic task times – Activity-on-node network construction – Repetitive nature of jobs • Project Evaluation and Review Technique (PERT) – U S Navy (1958) for the POLARIS missile program – Multiple task time estimates (probabilistic nature) – Activity-on-arrow network construction – Non-repetitive jobs (R & D work) vikramthadeshvar@hotmail.com 13
  • 14. Project Network • Network analysis is the general name given to certain specific techniques which can be used for the planning, management and control of projects • Use of nodes and arrows Arrows An arrow leads from tail to head directionally – Indicate ACTIVITY, a time consuming effort that is required to perform a part of the work. Nodes  A node is represented by a circle - Indicate EVENT, a point in time where one or more activities start and/or finish. • Activity – A task or a certain amount of work required in the project – Requires time to complete – Represented by an arrow • Dummy Activity – Indicates only precedence relationships –vikramthadeshvar@hotmail.com Does not require any time of effort 14
  • 15. Project Network • Event – Signals the beginning or ending of an activity – Designates a point in time – Represented by a circle (node) • Network – Shows the sequential relationships among activities using nodes and arrows Activity-on-node (AON) nodes represent activities, and arrows show precedence relationships Activity-on-arrow (AOA) arrows represent activities and nodes are events for points in time vikramthadeshvar@hotmail.com 15
  • 16. AOA Project Network for House 3 Lay Dummy foundation 2 0 Build Finish 3 1 house work 1 2 4 6 7 Design house Order and 3 1 and obtain receive Select 1 1 Select financing materials paint carpet 5 AON Project Network for House Lay foundations Build house 2 4 Finish work 2 3 7 Start 1 1 3 Design house and 6 3 obtain financing 5 1 1 1 Select carpet Order and receive vikramthadeshvar@hotmail.com materials Select paint 16
  • 17. Situations in network diagram B A A must finish before either B or C can start C A C both A and B must finish before C can start B A C both A and C must finish before either of B B or D can start D A B A must finish before B can start Dummy both A and C must finish before D can start C vikramthadeshvar@hotmail.com 17 D
  • 19. Network example Illustration of network analysis of a minor redesign of a product and its associated packaging. The key question is: How long will it take to complete this project ? vikramthadeshvar@hotmail.com 19
  • 20. For clarity, this list is kept to a minimum by specifying only immediate relationships, that is relationships involving activities that "occur near to each other in time". vikramthadeshvar@hotmail.com 20
  • 21. Questions to prepare activity network • Is this a Start Activity? • Is this a Finish Activity? • What Activity Precedes this? • What Activity Follows this? • What Activity is Concurrent with this? vikramthadeshvar@hotmail.com 21
  • 22. CPM calculation • Path – A connected sequence of activities leading from the starting event to the ending event • Critical Path – The longest path (time); determines the project duration • Critical Activities – All of the activities that make up the critical path vikramthadeshvar@hotmail.com 22
  • 23. Forward Pass • Earliest Start Time (ES) – earliest time an activity can start – ES = maximum EF of immediate predecessors • Earliest finish time (EF) – earliest time an activity can finish – earliest start time plus activity time EF= ES + t Backward Pass Latest Start Time (LS) Latest time an activity can start without delaying critical path time LS= LF - t Latest finish time (LF) latest time an activity can be completed without delaying critical path time vikramthadeshvar@hotmail.com 23 LS = minimum LS of immediate predecessors
  • 24. CPM analysis • Draw the CPM network • Analyze the paths through the network • Determine the float for each activity – Compute the activity’s float float = LS - ES = LF - EF – Float is the maximum amount of time that this activity can be delay in its completion before it becomes a critical activity, i.e., delays completion of the project • Find the critical path is that the sequence of activities and events where there is no “slack” i.e.. Zero slack – Longest path through a network • Find the project duration is minimum project completion time vikramthadeshvar@hotmail.com 24
  • 25. CPM Example: • CPM Network f, 15 g, 17 h, 9 a, 6 i, 6 b, 8 d, 13 j, 12 c, 5 e, 9 vikramthadeshvar@hotmail.com 25
  • 26. CPM Example • ES and EF Times f, 15 g, 17 h, 9 a, 6 0 6 i, 6 b, 8 0 8 d, 13 j, 12 c, 5 0 5 e, 9 vikramthadeshvar@hotmail.com 26
  • 27. CPM Example • ES and EF Times f, 15 6 21 g, 17 h, 9 a, 6 0 6 6 23 i, 6 b, 8 0 8 d, 13 j, 12 8 21 c, 5 0 5 e, 9 5 14 vikramthadeshvar@hotmail.com 27
  • 28. CPM Example • ES and EF Times f, 15 6 21 g, 17 h, 9 a, 6 21 30 0 6 6 23 i, 6 23 29 b, 8 0 8 d, 13 j, 12 8 21 21 33 c, 5 0 5 e, 9 Project’s EF = 33 5 14 vikramthadeshvar@hotmail.com 28
  • 29. CPM Example • LS and LF Times f, 15 6 21 h, 9 21 30 a, 6 g, 17 24 33 0 6 6 23 i, 6 23 29 b, 8 27 33 0 8 d, 13 j, 12 8 21 21 33 c, 5 21 33 0 5 e, 9 5 14 vikramthadeshvar@hotmail.com 29
  • 30. CPM Example • LS and LF Times f, 15 6 21 h, 9 18 24 21 30 a, 6 g, 17 24 33 0 6 6 23 i, 6 4 10 10 27 23 29 b, 8 27 33 0 8 d, 13 j, 12 0 8 8 21 21 33 c, 5 8 21 21 33 0 5 e, 9 7 12 5 14 12 21 vikramthadeshvar@hotmail.com 30
  • 31. CPM Example • Float f, 15 3 6 21 h, 9 9 24 a, 6 g, 17 3 21 30 24 33 6 23 i, 6 3 0 6 4 3 9 10 27 4 23 29 b, 8 27 33 0 8 d, 13 j, 12 0 0 8 0 8 21 0 21 33 c, 5 8 21 21 33 0 5 e, 9 7 7 12 7 5 14 12 21 vikramthadeshvar@hotmail.com 31
  • 32. CPM Example • Critical Path f, 15 g, 17 h, 9 a, 6 i, 6 b, 8 d, 13 j, 12 c, 5 e, 9 vikramthadeshvar@hotmail.com 32
  • 33. PERT • PERT is based on the assumption that an activity’s duration follows a probability distribution instead of being a single value • Three time estimates are required to compute the parameters of an activity’s duration distribution: – pessimistic time (tp ) - the time the activity would take if things did not go well – most likely time (tm ) - the consensus best estimate of the activity’s duration – optimistic time (to ) - the time the activity would take if things did go well Mean (expected time): te = tp + 4 tm + to 6 2 tp - to Variance: Vt =σ = 2 vikramthadeshvar@hotmail.com 6 33
  • 34. PERT analysis • Draw the network. • Analyze the paths through the network and find the critical path. • The length of the critical path is the mean of the project duration probability distribution which is assumed to be normal • The standard deviation of the project duration probability distribution is computed by adding the variances of the critical activities (all of the activities that make up the critical path) and taking the square root of that sum • Probability computations can now be made using the normal distribution table. vikramthadeshvar@hotmail.com 34
  • 35. Probability computation Determine probability that project is completed within specified time x-µ Z= σ where µ = tp = project mean time σ = project standard mean time x = (proposed ) specified time vikramthadeshvar@hotmail.com 35
  • 37. PERT Example Immed. Optimistic Most Likely Pessimistic Activity Predec. Time (Hr.) Time (Hr.) Time (Hr.) A -- 4 6 8 B -- 1 4.5 5 C A 3 3 3 D A 4 5 6 E A 0.5 1 1.5 F B,C 3 4 5 G B,C 1 1.5 5 H E,F 5 6 7 I E,F 2 5 8 J D,H 2.5 2.75 4.5 K G,I 3 vikramthadeshvar@hotmail.com 5 37 7
  • 38. PERT Example PERT Network D A E H J C B I K F G vikramthadeshvar@hotmail.com 38
  • 39. PERT Example Activity Expected Time Variance A 6 4/9 B 4 4/9 C 3 0 D 5 1/9 E 1 1/36 F 4 1/9 G 2 4/9 H 6 1/9 I 5 1 J 3 1/9 K 5 4/9 vikramthadeshvar@hotmail.com 39
  • 40. PERT Example Activity ES EF LS LF Slack A 0 6 0 6 0 *critical B 0 4 5 9 5 C 6 9 6 9 0* D 6 11 15 20 9 E 6 7 12 13 6 F 9 13 9 13 0* G 9 11 16 18 7 H 13 19 14 20 1 I 13 18 13 18 0* J 19 22 20 23 1 K 18 23 18 23 0* vikramthadeshvar@hotmail.com 40
  • 41. PERT Example Vpath = VA + VC + VF + VI + VK = 4/9 + 0 + 1/9 + 1 + 4/9 = 2 σpath = 1.414 z = (24 - 23)/σ = (24-23)/1.414 = .71 From the Standard Normal Distribution table: P(z < .71) = .5 + .2612 = .7612 vikramthadeshvar@hotmail.com 41
  • 43. Cost consideration in project • Project managers may have the option or requirement to crash the project, or accelerate the completion of the project. • This is accomplished by reducing the length of the critical path(s). • The length of the critical path is reduced by reducing the duration of the activities on the critical path. • If each activity requires the expenditure of an amount of money to reduce its duration by one unit of time, then the project manager selects the least cost critical activity, reduces it by one time unit, and traces that change through the remainder of the network. • As a result of a reduction in an activity’s time, a new critical path may be created. • When there is more than one critical path, each of the critical paths must be reduced. • If the length of the project needs to be reduced further, the vikramthadeshvar@hotmail.com 43
  • 44. Project Crashing • Crashing – reducing project time by expending additional resources • Crash time – an amount of time an activity is reduced • Crash cost – cost of reducing activity time • Goal – reduce project duration at minimum cost vikramthadeshvar@hotmail.com 44
  • 45. Activity crashing Crash cost Crashing activity Activity cost Slope = crash cost per unit time Normal Activity Normal cost Normal time Crash Activity time time vikramthadeshvar@hotmail.com 45
  • 46. Time-Cost Relationship  Crashing costs increase as project duration decreases  Indirect costs increase as project duration increases  Reduce project length as long as crashing costs are less than indirect costs Time-Cost Tradeoff Min total cost = Total project cost optimal project Indirect time cost cost Direct cost vikramthadeshvar@hotmail.com time 46
  • 47. Project Crashing example 2 4 1 8 2 7 1 4 1 2 3 6 4 5 4 4 vikramthadeshvar@hotmail.com 47
  • 48. Time Cost data Activity Normal Normal Crash Crash Allowable slope time cost Rs time cost Rs crash time 1 12 3000 7 5000 5 400 2 8 2000 5 3500 3 500 3 4 4000 3 7000 1 3000 4 12 50000 9 71000 3 7000 5 4 500 1 1100 3 200 6 4 500 1 1100 3 200 7 4 1500 3 22000 1 7000 75000 110700 vikramthadeshvar@hotmail.com 48
  • 49. R7000 R500 Project duration = 36 2 4 8 12 R700 1 7 From….. 4 12 R400 3 6 4 5 4 4 R200 R3000 R200 R500 R7000 2 4 8 12 R700 To….. 7 1 4 7 Project 6 R400 3 5 4 duration = 31 4 4 R200 R3000 Additional cost R200 vikramthadeshvar@hotmail.com 49 = R2000
  • 50. Benefits of CPM/PERT • Useful at many stages of project management • Mathematically simple • Give critical path and slack time • Provide project documentation • Useful in monitoring costs CPM/PERT can answer the following important questions: •How long will the entire project take to be completed? What are the risks involved? •Which are the critical activities or tasks in the project which could delay the entire project if they were not completed on time? •Is the project on schedule, behind schedule or ahead of schedule? •If the project has to be finished earlier than planned, what is the best way vikramthadeshvar@hotmail.com to do this at the least cost? 50
  • 51. Limitations to CPM/PERT • Clearly defined, independent and stable activities • Specified precedence relationships • Over emphasis on critical paths • Deterministic CPM model • Activity time estimates are subjective and depend on judgment • PERT assumes a beta distribution for these time estimates, but the actual distribution may be different • PERT consistently underestimates the expected project completion time due to alternate paths becoming critical To overcome the limitation, Monte Carlo simulations can be performed on the network to eliminate the optimistic bias vikramthadeshvar@hotmail.com 51
  • 52. Computer Software for Project Management • Microsoft Project (Microsoft Corp.) • MacProject (Claris Corp.) • PowerProject (ASTA Development Inc.) • Primavera Project Planner (Primavera) • Project Scheduler (Scitor Corp.) • Project Workbench (ABT Corp.) vikramthadeshvar@hotmail.com 52
  • 53. Practice Example A social project manager is faced with a project with the following activities: Activity Description Duration Social work team to live in village 5w Social research team to do survey 12w Analyse results of survey 5w Establish mother & child health program 14w Establish rural credit programme 15w Carry out immunization of under fives 4w Draw network diagram and show the critical path. Calculate project duration. vikramthadeshvar@hotmail.com 53
  • 54. Practice problem Activity Description Duration 1-2 Social work team to live in village 5w 1-3 Social research team to do survey 12w 3-4 Analyse results of survey 5w 2-4 Establish mother & child health program 14w 3-5 Establish rural credit programme 15w 4-5 Carry out immunization of under fives 4w 4 2 1 5 3 vikramthadeshvar@hotmail.com 54