lecture project planning

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    Project Planning and Control

    Definition of Project Management

    Work Breakdown Structure

    Critical Path Scheduling

    Ideal Completion Time

    Time vs. Cost tradeoffs

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    Project Management

    Project

    series of related jobs usually directed towardsome major output and requiring a significantperiod of time to perform.

    Project Management

    planning, directing, and controlling resources

    (people, equipment, material) to meet thetechnical, cost, and time constraints of theproject.

    Project or Program?

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    Project Management

    Personal Life Work-related

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    Ways to manage project

    complexity

    Limit changes onceproject begins

    Goal orientation(completion datefocus)

    Attempt to reduce

    uncertainty Expediters

    Constantly updateinformation

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    Work Breakdown Structure

    Program

    Project 1 Project 2

    Task 1.1

    Subtask 1.1.1

    Work Package 1.1.1.1

    Level

    1

    2

    3

    4

    Task 1.2

    Subtask 1.1.2

    Work Package 1.1.1.2

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    Work Breakdown Structure

    Allow the elements to be worked onindependently

    Make them manageable in size

    Give authority to carry out the program

    Monitor and measure the program

    Provide the required resources

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    Project Control: Gantt

    ChartNew I-5 Bridge Design

    Month Mar Apr May Jun Jul Aug Sep Oct Nov Dec JanPilot Study development

    Pilot Study distribution

    Pilot Study analysis

    Time & Process analysis

    Preliminary Report

    Survey design & pretest

    Survey translation & copy

    Survey distribution

    Market Model Report

    Collect cost & price data

    Simulation development

    Simulation analysis

    Final Report

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    Critical Path Scheduling

    A project must have:

    well-defined jobs or

    tasks whosecompletion marks theend of the project;

    independent jobs ortasks;

    and tasks that follow agiven sequence.

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    CPM with Single Time Estimate

    Consider the following HR consulting project:

    Develop a critical path diagram and determine theduration of the critical path and slack times for allactivities

    Activity Designation Immed. Pred. Time Weeks)

    Assess customer's needs A None 2

    Write and submit proposal B A 1Obtain approval C B 1Develop service vision and goals D C 2Train employees E C 5Quality improvement pilot groups F D, E 5

    Write assessment report G F 1

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    First draw the network

    A, 2 B, 1 C, 1

    D, 2

    E, 5

    F, 5 G, 1

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    Moving forward on the diagram (left to right):

    Determine early start and early finish times

    ES=0

    EF=2

    ES=2

    EF=3

    ES=3

    EF=4

    ES=4EF=9

    ES=4EF=6

    ?

    A, 2 B, 1 C, 1

    D, 2

    E, 5

    F, 5 G, 1

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    When Fcan start depends on when

    predecessors (D & E) finish

    ES=9

    EF=14

    ES=14

    EF=15

    ES=0

    EF=2

    ES=2

    EF=3

    ES=3

    EF=4

    ES=4EF=9

    ES=4EF=6

    A, 2 B, 1 C, 1

    D, 2

    E, 5

    F, 5 G, 1

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    Moving backwards on the diagram (right to left):

    Determine late starts and late finish times

    ES=9

    EF=14

    ES=14

    EF=15

    ES=0

    EF=2

    ES=2

    EF=3

    ES=3

    EF=4

    ES=4EF=9

    ES=4EF=6

    A, 2 B, 1 C, 1

    D, 2

    E, 5

    F, 5 G, 1

    LS=14LF=15LS=9LF=14

    LS=4

    LF=9

    LS=7LF=9

    ?

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    Dont delay the project

    ES=9

    EF=14

    ES=14

    EF=15

    ES=0

    EF=2

    ES=2

    EF=3

    ES=3

    EF=4

    ES=4EF=9

    ES=4EF=6

    A, 2 B, 1 C, 1

    D, 2

    E, 5

    F, 5 G, 1

    LS=14LF=15

    LS=9LF=14

    LS=4

    LF=9

    LS=7LF=9

    LS=3LF=4

    LS=2LF=3

    LS=0LF=2

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    Critical Path & Slackslack= amount of flexibility = LS-ES or LF-EF

    Critical path= completion time of the project (project bottleneck). Connect all

    points on path which have no slack

    ES=9

    EF=14

    ES=14

    EF=15

    ES=0

    EF=2

    ES=2

    EF=3

    ES=3

    EF=4

    ES=4EF=9

    ES=4EF=6

    A, 2 B, 1 C, 1

    D, 2

    E, 5

    F, 5 G, 1

    LS=14LF=15

    LS=9LF=14

    LS=4

    LF=9

    LS=7LF=9

    LS=3LF=4

    LS=2LF=3

    LS=0LF=2

    Duration = 15 weeks

    Slack=(7-4)=(9-6)= 3 Wks

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    Time-Cost Models

    BasicAssumption: Relationshipbetween activity completion time and

    project cost

    Time Cost Models: Determine the

    optimum point in time-cost tradeoffs Activity direct costs

    Project indirect costs

    Activity completion times

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    Time-cost Trade-offCrashing a project

    Prepare a CPM-type network diagram

    Determine the cost per unit of time (usuallyassume days) to expedite each activity.

    NT=normal time CT= crash timeNC=normal cost CC=crash cost

    cost to crash each day = (CC-NC)/(NT-CT)

    Compute critical path

    Shorten the critical path at the least cost

    Determine the minimum cost schedule.

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    A, 2

    B, 5

    C, 4

    D, 3

    Activity Cost per day to Expedite Number of possible Days activity may be shortenedA $ 4 1B $ 3 3C $ 2 1

    D $ 2 2

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    CrashingCurrent

    Cri tical Path

    Remaining

    days activi ty

    may be

    shortened

    Cost per Day

    to Expedite

    each Activi ty

    Least cost

    activity to

    expedite

    Total Cost of

    all Activities

    in network

    Project

    Completion

    time

    ABD All $26 10

    ABD A-1, B-3,D-2

    A-4, B-3,D-2

    D $28 9

    ABD A-1, B-3,D-1

    A-4, B-3,D-2

    D $30 8

    ABD A-1, B-3 A-4, B-3 B $33 7

    ABCD A-1, B-2,C-1

    A-4, B-3,C-2

    A $37 6

    ABCD B-2, C-1 B-3, C-2 B & C $42 5

    ABCD B-1 B-3 B $45 5

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    In Class Exercise: Bike Path

    Project

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    Bike Path Project:

    Activity Description Predecessor Estimated time

    A Survey for paths None 2 weeks

    B Re-route traffic None 1 weeks

    C Move utilities None 4 weeks

    D Prepare new pathbed

    A,B,C 15 weeks

    E Dig and preparedrainage

    D 5 weeks

    F Set forms andreinforcements

    D 3 weeks

    G Pour concrete E,F 2 weeks

    H Build curbs G 3 weeks

    I Pave surface G 2 weeks

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    Cost Trade-offs

    The contractor will get a $100,000 bonus forcompleting the project within 25 weeks. Some ofthe activities can be shortened, but will cost

    more: Activity D: $10,000 per week for up to 3 weeks

    Activity E: $8,000 per week for up to 1 week

    Activity H: $6,000 per week for up to 1 week

    Activity I: $8,000 per week for up to 1 week

    What should he/she do?