Session36-37

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    SESSIONS 36 & 37

    Cost Estimation & Budget

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    DR ASSEM AL-HAJJ, Univation, RGUProject Management and Economics. SITP-SPDC, NIGERIA

    Not an exact science

    WBS cost is a good starting point

    Do not leave anything out Estimating forms

    Estimators:Optimistic estimators

    Pessimistic estimators

    Inconsistent estimators

    Accurate estimators

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    DR ASSEM AL-HAJJ, Univation, RGUProject Management and Economics. SITP-SPDC, NIGERIA

    Estimates for material and equipment costs

    Contingency allowances

    Cost escalation (changes in prices) Changes in staff

    Provisional sums

    Foreign currencies

    Reviewing of estimates

    The learning curve

    Pressure for low estimates

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    DR ASSEM AL-HAJJ, Univation, RGUProject Management and Economics. SITP-SPDC, NIGERIA

    Use of widely optimistic estimates

    Unawareness of good cost or time estimate

    practices Number of things producing errors in cost

    estimates are unlimited

    Allowance for waste and spoilage

    Bad luck: unpredicted delays

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    DR ASSEM AL-HAJJ, Univation, RGUProject Management and Economics. SITP-SPDC, NIGERIA

    Consider a project that requires 25 units of a

    complex electronic device to be assembled.

    The firm is experienced in building electronic

    equipment but has never before made this specific

    device.

    If the firm is to make many such devices, it would

    use about 70 hrs of direct labour per unit.

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    If labour is paid a wage of $12 per hr, and ifbenefits equal 28% of the wage rate, the estimated

    labour cost for 25 units is

    (1.28)($12/hr)(25 units)(70 hr/unit) = $26,880

    Is this an underestimate or overestimate of actual

    labour cost?

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    Studies shown that human performance usually

    improves when a task is repeated.

    In general, performance improves by a fixed

    percent each time production doubles.

    This is called the LEARNING RATE

    If an individual requires 10 minutes to accomplish

    a certain task the first time it is attempted and only8 minutes the second time, that person has 80%

    learning rate.

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    DR ASSEM AL-HAJJ, Univation, RGUProject Management and Economics. SITP-SPDC, NIGERIA

    If the output doubles again from 2 to 4 we would

    expect the 4th item to be produced in

    8(0.8) = 6.4 minutes

    Similarly the 8th item will be produced in

    6.4(0.8) = 5.12 minutes

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    DR ASSEM AL-HAJJ, Univation, RGUProject Management and Economics. SITP-SPDC, NIGERIA

    Tn = time required for the nth unit of output

    T1 = time required for the initial unit of output

    n = number of units to be produced

    r = log decimal learning rate/log 2

    Total time required for all units of a production run of size N is

    r

    nnTT

    1

    N

    n

    r

    nTtimetotal1

    1

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    Assuming that after producing the 20th unit, there is no

    significant further improvement.

    If Tn=70 hrs, the time required for the first unit is

    r

    n

    n

    TT 1

    r = log 0.85/log 2 = -0.235

    T1 = 141.3 hr

    The multiplier = 12.40

    (12.40)(141.3 hr) = 1752.12

    The last five units were produced in the stead-state time

    of 70 hrs each

    1752.12 + 5(70 hr) = 2102.12 hr

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    Direct labour cost =2101.12($12)!1.28) = $32,288.56

    Difference with first estimate =

    $32,288.56 - $26,880 = $5,408.56

    Accuracy = about 17%

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    Number of units

    Time

    Additional time

    used for learning

    Effects of ignoring learning curve

    Time chargedwithout allowance

    for learning

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    DR ASSEM AL-HAJJ, Univation, RGUProject Management and Economics. SITP-SPDC, NIGERIA

    3Definitive

    estimate/Detaile

    d estimating

    1Order-ofmagnitude

    2Approximateestimate or

    top-downestimate

    Made without

    detailed

    engineering data

    May use past

    experience, scale

    factors,parametric curves

    or capacity

    estimates

    Made without detailed

    engineering dataProrated from

    previous projectssimilar in scope and

    capacityThis is estimating byanalogue, parametric

    curves, rule of thumband indexed cost ofsimilar activities

    adjusted for capacityand technology.

    Prepared from well-

    defined engineering

    data including vendorquotes, fairly

    complete plans,

    specifications, unit

    prices, and estimate to

    complete.

    Type of

    Estimates

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    DR ASSEM AL-HAJJ, Univation, RGUProject Management and Economics. SITP-SPDC, NIGERIA

    Standard Project Estimating

    WBS Level Type of Estimate Estimate Method Accuracy

    1 Rough order of magnitude Parametric -25%, +75%

    2,3 Approximate estimating Analogy -10%, +25%

    4,5,6 Definitive Engineering buildup -5%, +10%

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    DR ASSEM AL-HAJJ, Univation, RGUProject Management and Economics. SITP-SPDC, NIGERIA

    Definition

    An agreed and approved sum of moneyallocated for expenditure on a specific

    work scope

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    DR ASSEM AL-HAJJ, Univation, RGUProject Management and Economics. SITP-SPDC, NIGERIA

    Budgets are the means by which project

    costs can be compared with financial

    resources, and they enable decisions to betaken concerning the provision and

    deployment of Company funds

    (Shell Project Management Guidelines)

    Budgetary control enables activities to be

    matched to financial capabilities

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    DR ASSEM AL-HAJJ, Univation, RGUProject Management and Economics. SITP-SPDC, NIGERIA

    A budget requires a forecast of resources

    needed for the project, quantities, when

    needed, how much they will cost ..

    The influence of history is strong in the

    budget of ongoing activity.

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    DR ASSEM AL-HAJJ, Univation, RGUProject Management and Economics. SITP-SPDC, NIGERIA

    Many entries may become last years

    figure plus X percent

    Guidance can be used from similar projects

    Project budgets are based on forecasts of

    resource usage and associated costs. Thisinvolves risk.

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    DR ASSEM AL-HAJJ, Univation, RGUP j t M t d E i SITP SPDC NIGERIA

    BUDGET TYPES

    TOP-DOWNBOTTOM-UP

    Collecting judgements &experiences of top and middlemanagers, and available past

    data concerning similaractivities

    Managers estimate overallproject cost as well as costs of

    major subprojects.Budget is broken down into

    successively finer detail,starting from

    top

    following

    the WBS

    Follows the WBS

    People doing the work are

    consulted regarding times andbudgets

    Estimates are made in terms of

    resources e.g. labour hours

    and materials

    Task budgets are aggregated to

    give the total direct costsUsually a more accurate

    method

    Top-

    down is

    commo

    n

    Botto

    m-up

    is rare

    Advantage 1

    budgets

    can be

    developed

    quite

    accurately

    Advantage 2

    small yet

    costly tasks

    need not be

    individuall

    y identified