case sharon construction 1

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Sharon Construction Corporation Source: Source Meredith & Mantel

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Page 1: Case Sharon Construction 1

Sharon Construction Corporation

Source: Source Meredith & Mantel

Page 2: Case Sharon Construction 1

SituationOverhead cost of $500 per week for any

delay after 48 weeksPenalty of $15,000 per week if project

takes more than 52 weeksPossible Labour Strike in DecemberPossible Cold December

Probability Duration0.50 0 weeks0.35 8 weeks0.15 12 weeks

Probability Cost of Heating0.333 $500 per week0.667 $0 per weekE(x) $167 per week

Page 3: Case Sharon Construction 1

Alternatives1. Expedite seat gallery supports 2. Expedite seat gallery supports and filling of the

field 3. Expedite the roofing 4. Do nothing until December 1st. If the cold is

indeed extreme, postpone concrete pouring or heat when necessary; if a strike occurs, expedite all activities after resolution

5. Do nothing

Page 4: Case Sharon Construction 1
Page 5: Case Sharon Construction 1
Page 6: Case Sharon Construction 1

Analysis of Baseline & Alternative No.5 Do nothing (Tcp = 48+x weeks)

Page 7: Case Sharon Construction 1
Page 8: Case Sharon Construction 1

Analysis of Alternative No.1

• Expedite pouring concrete for seat gallery supports ($20,000) (activity G from 12 to 6 weeks) (Time=42)

Page 9: Case Sharon Construction 1

Analysis of Alternative No.2

• Expedite pouring concrete for seat gallery supports ($20,000) (G from 12 to 6 weeks) and filling of the field ($10,000) (C from 14 to 9 weeks) (Time=42)

Page 10: Case Sharon Construction 1

Analysis of Alternative No.3

• Expedite the roofing ($9,000) (activity K from 8 to 2 weeks) (Time=48)

Page 11: Case Sharon Construction 1

Analysis of Alternative No.4 with 8 Week Strike Do nothing until December 1st. If the cold is indeed extreme, postpone concrete pouring or heat when

necessary; if a strike occurs, expedite all activities after resolution ($3,000 per week cut) (Time= 52)

Page 12: Case Sharon Construction 1

Analysis of Alternative No.4 with 12 Week Strike Do nothing until December 1st. If the cold is indeed extreme, postpone concrete pouring or heat when

necessary; if a strike occurs, expedite all activities after resolution ($3,000 per week cut) (Time=56)

Page 13: Case Sharon Construction 1

Project DurationProbability

StrikeStrike

Duration (x: weeks)

Alternative 1

Alternative 2

Alternative 3

Alternative 4

Alternative 5

0.50 0 42 42 48 48 48

0.35 8 50 50 56 52 56

0.15 12 54 54 60 56 60

Time Analysis

Page 14: Case Sharon Construction 1

Summary Mild DecemberProbability

StrikeAlternative

1Alternative

2Alternative

3Alternative

4Alternative

50.50 $20,000 $30,000 $9,000 $0 $0

0.35 $21,000 $31,000 $73,000 $14,000 $64,000

0.15 $53,000 $63,000 $135,000 $76,000 $126,000

Summary Cold DecemberProbability

StrikeAlternative

1Alternative

2Alternative

3Alternative

4Alternative

50.50 $20,000 $30,000 $9,668 $668 $668

0.35 $21,000 $31,000 $73,000 $14,000 $64,000

0.15 $53,000 $63,000 $135,000 $76,000 $126,000

Cost Analysis

Page 15: Case Sharon Construction 1

Risk Analysis

Expected Losses and Uncertainty in mild December

$0

$10,000

$20,000

$30,000

$40,000

$50,000

$60,000

Alternative1

Alternative2

Alternative3

Alternative4

Alternative5

E(x)

SD(x)

Page 16: Case Sharon Construction 1

Risk Analysis

Expected Losses and Uncertainty in cold December

$0

$10,000

$20,000

$30,000

$40,000

$50,000

$60,000

Alternative1

Alternative2

Alternative3

Alternative4

Alternative5

E(x)

SD(x)

Page 17: Case Sharon Construction 1

Risk Profiles

0.50.350.15Alternative 1

Alternative 2Alternative 3

Alternative 4Alternative 5

$0$20,000$40,000$60,000

$80,000

$100,000

$120,000

$140,000

Probabilities

Risk Profile of losses with mild December

Alternative 1

Alternative 2

Alternative 3

Alternative 4

Alternative 5

Page 18: Case Sharon Construction 1

Risk Profiles

0.50.350.15Alternative 1

Alternative 2Alternative 3

Alternative 4Alternative 5

$0$20,000$40,000$60,000

$80,000

$100,000

$120,000

$140,000

Probabilities

Risk Profile of losses with cold December

Alternative 1

Alternative 2

Alternative 3

Alternative 4

Alternative 5

Page 19: Case Sharon Construction 1

Recommendation

1. A4: Do nothing until December 1st. If the cold is indeed extreme, postpone concrete pouring; if a strike occurs, expedite all activities after resolution (lowest E(x))

2. A1: Expedite seat gallery supports (second lowest E(x))

Page 20: Case Sharon Construction 1

Conclusion A1 is better than A2 and A3 if the probability/risk of a strike is

considered.

A4 provides the option of speeding up the remaining tasks in case of a strike and doing nothing otherwise. This option is powerful.

A4 has a lower but a higher uncertainty (broad range of losses from $0 to $76,000) than A1. The analysis of the risk profiles will help management to select the alternative which fits the corporation’s risk strategy.

If the corporation is adverse to risk, it could select A1 (losses are spread out from $20,000 to $53,000). A1 has a lower uncertainty than A4.

The project duration could be a factor for the decision, if there are projects on hold due to lack of resources.