PMP Lecture 6

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    AUC TechnologiesConsulting | Development | Mentoring | Training

    Project Management With PMP Exam Preparation

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    Agenda

    Estimate Activity Duration

    Estimate Cost

    Develop Schedule

    Determine Budget

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    Estimate Activity Duration

    Duration includes the actual amount of time worked on an

    activitypluselapsed time

    Effort is the number of workdays or work hours required to

    complete a task

    Effort does not normally equal duration

    Est imat ing the number of wo rk per iods that wi l l be needed

    to com plete indiv idual sch edule act iv i t ies.

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    Estimate Activity Duration

    1. Activity list

    2. Activity attributes

    3. Activity resource

    requirements

    4. Resource

    calendars5. Project scope

    statement

    6. Enterprise

    environmental

    factors

    7. Organizationalprocess assets

    1. Expert Judgment

    2. Analogous

    Estimation

    3. Parametric

    Estimation

    4. Three Point

    Estimates

    5. Reserve Analysis

    1. Activity Duration

    Estimation

    2. Project Document

    Updates

    Input Output

    Tools

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    Analogous Vs Parametric Estimation

    Using the actual duration of a previous similar schedule

    activity as the basis for estimating the duration of a future

    schedule activity

    It uses historical information and expert judgment

    Multiplying the quantity of work to be performed be the

    productivity rate

    Analogous Estimation

    Parametric Estimation

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    Three-Point Estimates

    Instead of providing activity estimates as a discrete number,

    such as four weeks, its often helpful to create a three-point

    estimate

    an estimate that includes an optimistic, most likely, and

    pessimistic estimate, such as three weeks for the

    optimistic, four weeks for the most likely, and five weeks for

    the pessimistic estimate

    (Optimistic + Pessimistic +( 4 * Most Likely )) / 6

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    Estimate Cost

    Project managers must take cost estimates seriously if they

    want to complete projects within budget constraints

    Its important to know the types of cost estimates, how to

    prepare cost estimates, and typical problems associated with IT

    cost estimates

    Developing an approximat ion o f the costs o f the resou rces

    needed to complete pro ject act iv i t ies

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    EstimateCost

    1. Scope Baseline

    2. Project Schedule3. Human Resource Plan

    4. Risk Register

    5. Enterprise

    environment factors

    6. Organizational

    process assets

    1. Expert Judgment

    2. Analogous

    estimation

    3. Parametricestimation

    4. Bottom-up

    estimation

    5. Three Point

    Estimate

    6. Reserve Analysis7. Cost of quality

    8. Project Management

    estimating Software

    9. Vendor bid analysis

    1.Activity cost

    estimates

    2. Basis of estimates

    3. Project document

    updated

    Input Output

    Tools

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    Types of Cost Estimates

    Rough order

    of magnitude

    (ROM)

    Generally made early in the

    project. Developed without

    benefit of detailed data and

    often based on historical data,

    expert judgment, or a costingmodel.

    50 percent

    Budgetary Often used for appropriation

    purposes.

    10 percent

    Definitiveestimate (or

    control or

    detailed)

    Based on detailed informationabout the project work.

    Developed by estimating the

    cost for each work package in

    the WBS.

    5 percent

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    Estimate Costs Tools and Techniques

    Basic tools and techniques for cost estimates:

    Analogous or top-down estimates: use the actual cost of a

    previous, similar project as the basis for estimating the cost

    of the current project

    Bottom-up estimates: involve estimating individual work

    items or activities and summing them to get a project total

    Parametric modeling uses project characteristics in a

    mathematical model to estimate project costs

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    Develop Schedule

    Ultimate goal is to create a realistic project schedule that

    provides a basis for monitoring project progress for the time

    dimension of the project

    Important tools and techniques include Gantt charts, critical path

    analysis, and critical chain scheduling, and PERT analysis

    Analyzing act iv i ty sequences, du rat ions, resource

    requirements , and schedule con straints to c reate the

    pro ject schedu le.

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    Develop Schedule

    1. Activity List

    2. Activity Attributes

    3. Schedule Network

    Diagram

    4. Activity Resource

    requirements5. Resource calendars

    6. Activity Duration

    Estimates

    7. Project Scope

    Statement

    8. EnterpriseEnvironmental Factor

    9. Organizational

    Process Asset

    1. Schedule network

    analysis

    2. Critical Path method

    3. Critical chain method4. Resource leveling

    5. What-if scenario

    analysis

    6. Applying leads and

    lags

    7. Schedulecompression

    8. Scheduling tool

    1. Project Schedule

    2. Schedule baseline

    3. Schedule data

    4. Project document

    updates

    Input

    Output

    Tools

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    Critical Path Method (CPM)

    CPM is a network diagramming technique used to predict total

    project duration

    A critical path for a project is the series of activities that

    determines the earliest possible timeby which the project

    can be completed

    The critical path is the longest paththrough the network

    diagram and has the least amount of slack or float

    Slack or float is the amount of time an activity may be delayed

    without delaying a succeeding activity

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    Determining the Critical Path

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    Standard Diagramming Notation

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    Notation & Description

    ES Early start. The earliest time an activity can start. The ES of the first

    activity in a network diagram is zero. The ES of all other activities is

    the latest early finish (EF) of any predecessor activities

    EF Early finish. The earliest time an activity can finish. The EF for the

    first activity is the same as its duration. For all other activities, EF is

    the latest EF of all of an activity's predecessor activities plus itsduration.

    LF Late finish. The latest time an activity can finish. The LF for the last

    activity is the same as its EF time. The LF for any predecessor

    activity is the earliest LS of any of its successor activities.

    LS Late start. The latest time an activity can start. The LS for the lastactivity is its EF minus its duration. The LS for any predecessor

    activity is its LF minus its duration.

    DU Duration. The number of work periods required for completion of an

    activity

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    Free Float And Total Float

    The amount of time an activity can be delayed without

    delaying the ES of any activity that immediately follows it is

    Known as free float

    Total Float is the amount of time an activity can be delayed

    From its ES without delaying the project finish date

    Free Float

    Total Float

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    Identify Critical Path

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    Critical Path to Shorten a Project Schedule

    Two main techniques for shortening schedules are

    Shortening durations of critical activities/tasks by adding

    more resources or changing their scope

    Crashing activities by obtaining the greatest amount of

    schedule compression for the least incremental cost

    Fast trackingactivities by doing them in parallel or

    overlapping them

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    Crashing and Fast Tracking

    Overlapped

    Tasks or fast

    tracking

    Shortened

    duration thru

    crashing

    Original

    schedule

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    Critical Chain Scheduling

    Critical chain scheduling

    a method of scheduling that considers limited resources

    when creating a project schedule and includes buffers to

    protect the project completion date

    Uses the Theory of Constraints (TOC)

    Attempts to minimize multitasking when a resource works

    on more than one task at a time

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    Buffers and Critical Chain

    A buffer is additional time to complete a task

    Murphys Lawstates that if something can go wrong, it will

    Parkinsons Law states that work expands to fill the time allowed

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    Buffers and Critical Chain

    In traditional estimates, people often add a buffer to each task

    and use it if its needed or not

    Critical chain scheduling removes buffers from individual tasks

    and instead creates

    aproject bufferor additional time added before the projects

    due date

    feeding buffersor additional time added before tasks on the

    critical path

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    Critical Chain Scheduling Example

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    Determine Budget

    Determine budge involves allocating the project cost estimate

    to individual work items over time

    Important goal is to produce a cost baseline

    a time-phased budget that project managers use to

    measure and monitor cost performance

    Aggregat ing the est imated costs of ind iv idual act iv i t ies or

    work packages to establ ish a cos t baseline

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    Determine Budget

    1. Activity cost

    estimates

    2. Basis of estimates

    3. Project Schedule4. Resource Calendars

    5. Contracts

    6. Organizational

    Process Assets

    1. Cost aggregation

    2. Reserve Analysis

    3. Expert Judgment

    4. Historical

    relationships

    5. Funding limit

    reconciliation

    1.Cost Performance

    baseline

    2.Project Funding

    Requirements

    3.Project document

    updates

    InputOutput

    Tools

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    Cost Baseline

    A cost baseline is a time-phased budget that will monitor and

    measure cost performance throughout the project life cycle. It is

    developed by adding the estimated costs of project

    components by period.

    The cost baseline typically includes a budget contingency to

    accommodate the risk of incurring unidentifiable, but normally

    occurring costs, within the defined scope.

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    Cost Assignment Methods

    0/100 Percent Rule

    50/50 Percent Rule

    Percentage Complete Rule

    Weighted Milestones

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    Questions