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    NGEE ANN POLYTECNIC

    MECHANICAL ENGINEERING DIVISIONSCHOOL OF ENGINEERING

    Project Management

    Ship Wheelhouse Interior Assignment

    Prepared by: Lee Wei Xian

    Student No: S10076816F

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    Table of Contents

    Table of Contents ...................................................................................................... i

    Section1: Network Diagram and Tables ................................................................. 1

    1.1 Network Diagram (Case 1, 2 & 3) ......................................................................... 1

    1.2 Network Diagram (Case 4, 5, 6 & 7) ..................................................................... 1

    1.3 Case 1 .................................................................................................................. 2

    1.3.1 Table: Entry ................................................................................................ 2

    1.3.2 Resource profile E & L ................................................................................ 3

    1.4 Case 2 .................................................................................................................. 4

    1.4.1 Table: Entry ................................................................................................ 4

    1.4.2 Resource profile E & L ................................................................................ 5

    1.5 Case 3 .................................................................................................................. 6

    1.5.1 Table: Entry ................................................................................................ 6

    1.5.2 Resource profile E & L ................................................................................ 7

    1.6 Case 4 .................................................................................................................. 8

    1.6.1 Table: Entry ................................................................................................ 8

    1.6.2 Resource profile E & L ................................................................................ 9

    1.7 Case 5 ................................................................................................................ 10

    1.7.1 Table: Entry .............................................................................................. 10

    1.7.2 Resource profile E & L .............................................................................. 11

    1.8 Case 6 ................................................................................................................ 12

    1.8.1 Table: Entry .............................................................................................. 12

    1.8.2Resource profile E & L ............................................................................... 13

    1.9 Case 7 ................................................................................................................ 141.9.1 Table: Entry .............................................................................................. 14

    1.9.2 Resource profile E & L .............................................................................. 15

    Section2: Material charged at start and Pro-rated............................................... 17

    Section3: Overtime on minimum total cost project duration............................. 18

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    Section1 Network Diagram and Table

    1.1 Network Diagram (Case 1, 2 & 3)

    1.2 Network Diagram (Case 4, 5, 6 & 7)

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    1.3 Case 1

    1.3.1 Table: Entry

    Case1 is the trial and error case where I tried to fit in all the resource so that there

    are no over allocation for the project. The project duration is 156.29days and the cost

    is $1,180,080.44.

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    1.3.1 Resource Profile E & L

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    1.4 Case 2

    1.4.1 Table: Entry

    In case2, I tried to reduce the duration of the project by adding more resources (skill

    labourer) in the critical activities of S-7, S-13 and S-15. The project duration is

    133.66days and the cost is $1,107,539.87.

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    1.4.1 Resource Profile E & L

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    1.5 Case 3

    1.5.1 Table: Entry

    Case3 shows the decrease in project duration compare to case2. It was done so by

    adding more resource (skilled labourer) in critical activity of S-11. However, some

    non-critical activities have some reduction of resources. . The project duration is

    129.47days and the cost is $1,094,235.34.

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    1.5.1 Resource Profile E & L

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    1.6 Case 4

    1.6.1 Table: Entry

    Case4 have a change in the critical path where the critical activity changes from S-7

    to S-6. This is because more resource (skilled labourer) is added into S-7. This

    increases the project duration and the cost. . The project duration is 130.44days and

    the cost is $1,097,187.28.

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    1.6.1 Resource Profile E & L

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    1.7 Case 5

    1.7.1 Table: Entry

    Case 5 show an increase in project duration and cost when the resource (skill

    labourer) was reduced in the critical activity of S13. The project duration is

    131.47days and the cost is $1,100,287.51.

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    1.7.1 Resource Profile E & L

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    1.6 Case 6

    1.8.1 Table: Entry

    Case6 shows the decrease in project duration and cost. By extending activities S-2

    and S-3 duration so that S-4 would start on 1 March where more resources (from 20

    to 24skilled labourer) could be used. This allows 4more skilled labourers to be used

    where S-4, S-6, S-7 and S-8 have an increase of an extra 1skilled labourer. The

    project duration is 129.29days and the cost is $1,064,823.52.

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    1.9 Case 7

    1.9.1 Table: Entry

    Case 7 shows an decrease of duration where all resource (skilled labourer) are fully

    utilized without extending the duration of activities S-2 and S-3. However, there is a

    slight increase in cost. The project duration is 126.16days and the cost is

    $1,084,189.36.

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    1.9.1 Resource Profile E & L

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    Therefore, based on the graph shown below, the optimal project duration is Case6 with 129.29Days

    with a total cost of $1,064,823.52.

    $1,040,000.00

    $1,060,000.00

    $1,080,000.00

    $1,100,000.00

    $1,120,000.00

    $1,140,000.00

    $1,160,000.00

    $1,180,000.00

    $1,200,000.00

    120 125 130 135 140 145 150 155 160

    Cost/

    Dollars

    Duration/Days

    Project Duration VS Total Cost Graph

    D

    M

    M = Minimum Cost

    D = optimum project duration

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    Section2 Material charged at Start and Pro-rated

    The cost is incurred at the start of an assigned task if accrue at is start.

    The cost is incurred as prorated over time if accrue at pro-rated.

    According to the Microsoft Office Project 2007 Bible by Elaine Marmel, if you set the

    cost-per-use rate for a resource and assign that resource to a task, project will use

    the accrue at field to determine whether the cost is applied at the beginning or end of

    the task. If you set the Accrue At filed to start or pro-rated, project charges the cost

    at the beginning of the task. If you set the Accrue At field to end, project charges the

    cost at the end of the task.

    In my assignment, the material was set to cost-per-use. Therefore, there is no effect

    of change in having the material charged at the start of the activities compared to

    pro-rated.

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    Section3 Overtime on minimum total cost project duration

    According to the assignment where the overtime rate is 1.5times the standard rate

    and it is subjected to a maximum hours of 6hours per day.

    By having overtime, it shorten the project duration. However, the cost for the projecthad increased. The following table shows the effect when overtime was placed in

    case6. Case6.1 OVERTIME

    Overtime shorten the duration from 129.29days to 128.52days but increase the cost

    from $1,064,823.52 to $1,068,001.88. It also causes some over allocation ofresources.Case6.1.1 OVERTIME

    Therefore, I reschedule the resource and it shortens the duration from 129.29days to

    129.13days but increase the cost from $1,064,823.52 to $1,067,046.37.