Best tips for risk management


Risk Anaysis Case Study

Foreword2.6  What  goes  wrong  Consequences?
I wish to acknowledge the support of Mr Johnï‚§  Coast  overrun  1300%  (Ref.  18)
Tookey University of Auckland for his
generously  support  and  valuable  advises.As feared many experts the project become an
engineering financial debacle, lasting 15
1.  Introductionyears and costing $107 million ($100 million
over  the  initial  estimate).
Risk management is one of the most critical
project management practices, to ensure aï‚§  Schedule  overrun  250%  (Ref.  18)
project be successfully completed Risk
management is thus in direct relation to theï‚§  Media  and  public  scandal
successful project completion. Project
management literature describes a detailedFig  5  Time  /cost  Escalation
and widely accepted risk management process,
which constructed from four iterative phasesï‚§ Management conflict occur between the
known  as  risk  management  planclient and the architect that cause him to
resign  before  the  end  of  stage  III  .
•  Risk  identification
3.  Risk  identification  quantification
•  Risk  estimation
3.1  Identification
•  Risk  response
By looking at the project there are some
•  Planning  and  executionrisks appear not used have the most adverse
effect  on  the  project
Risk  Identification
1.  Poor  Cost  Estimate.
In this stage , we identify and name the
risks , there are different sorts of risks2.  Incomplete  design.
and we need to decide on a project by
project  basis  what  to  do  with each type.3.  Failure  to keep within the cost estimate
Risk  Quantification4. Failure to achieve the required completion
date.
Risk need to be quantified in two dimensions.
The impact of the risk needs to be assessed.5. Changes in project scope and requirements.
The probability of the risk occurring needs
to be assessed. For simplicity, rate each on6.  Design  changes.
a 1 to 4 scale. The larger the number, the
larger the impact or probability. By using a7. Pressure to deliver project on an
matrix,  a  priority  can  be  established.accelerated  schedule.
Fig  1  quantification scale matrix (Ref. 11)8.  Inaccurate  contract  time  estimate
Risk  Response9. Lack of communication between project
participants.
There are four things you can do about a
risk.  The  strategies  are:10. Inadequately defined roles and
responsibilities.
• Avoid the risk. Do something to
remove  it. Use another supplier for example.11.  Insufficient  skilled  staff.
• Deflect the risk. Make someone else12.  Political  risks.
responsible. Perhaps contracting out or
insurance against (damage , liability,3.2  Qualitative  risk  analysis
personnel  liability  etc
Qualitative risk analysis assesses the
• Mitigate the risk. Take actions toimportance of the identified risks and
lessen the impact or chance of the riskdevelops the prioritized lists ,using the 1
occurring. If the risk relates toto 4 scale matrix discussed above to quantify
availability of resources, draw up anidentified  risks
agreement and get sign-off for the resource
to  be  available.Risk Probability Impact Risk
Importance
• Accept the risk. The risk might be so
small the effort to do anything is not1.  Poor  Cost  Estimate. 3  3 Critical
worthwhile or a contingency plan may be
developed  to  deal  with  possible  effects.2.  Incomplete  design. 1  3  High
Risk  Control3. Failure to keep within the cost estimate
3  4  Critical
The final step is to continually monitor
risks to identify any change in the status,4. Failure to achieve the required completion
or if they turn into an issue. It is best todate.  4  3  Critical
hold regular risk reviews to identify actions
outstanding, risk probability and impact,5. Changes in project scope and requirements.
remove risks that have passed, and identify1  3  High
new  risks.
6.  Design  changes. 2  2  Low
1.1 Risk  management  and  construction
7. Pressure to deliver project on an
The construction industry is subjected toaccelerated  schedule.  2  2  Low
more risk and uncertainty than many other
industries. The process of taking a project8. Inaccurate contract time estimate 3 4
from initial investment appraisal toCritical
completion and into use is complex, generally
bespoke, and entails time-consuming design9. Lack of communication between project
and production processes. It requires aparticipants.  3  4  Critical
multitude of people with different skills and
interests and the co-ordination of a wide10. Inadequately defined roles and
range of disparate, yet interrelated,responsibilities.  1  4  High
activities. Such complexity is further
compounded by many uncontrollable external11. Insufficient skilled staff.
factors (Flanagan and Norman, 1983). The1  2  Low
construction industry has a poor reputation
in coping with risks, many projects failing12.  Political  risks. 4  2  Medium
to meet deadlines and cost targets. Clients,
contractors, the public and others haveThree risks were selected for detailed
suffered as a result (Edwards 1995). Thisqualitative risk assessment (refer to sheet 1
study will focus on applying project risk,  2  and  3)
management strategies on construction of
Sydney opera house which is a well-known caseRisk Risk  Control
for  cost  overrun.
1. Poor Cost Estimate. Client, Contractor
1.2 The  aim  of  the  study
2. Incomplete design. Client ,
The aim of this study is not to reduce theContractor
great achievement of construction such a
complicated building that changed the face of3. Failure to keep within the cost estimate
the city but looking form management point ofClient
view  to
4. Failure to achieve the required completion
ï‚§ Identify and quantify the projectdate.  Client,  Contractor
risks  that  been  overlooked.
5. Changes in project scope and requirements.
ï‚§ Highlight the dangers associated withEngineers
using  poor  estimate.
6.  Design  changes. Contractor
1.3 About  the  Sydney  Opera  House
7. Pressure to deliver project on an
ï‚§ The owner :State government of Newaccelerated  schedule.  Engineers
South  Wales
8. Inaccurate contract time estimate
ï‚§  Architect  :Jorn  UtzonContractor,  Client
ï‚§  Engineer:  Ove  Arup  &  Parteners9. Lack of communication between project
participants.  Engineers,  Contractor, Client
ï‚§  Cost: $102  million
10. Inadequately defined roles and
The Sydney Opera House is the busiestresponsibilities.  Engineers,  Client
performing arts centre in the world. Since
its opening in 1973, it has brought countless11.  Insufficient  skilled  staff. Client
hours of entertainment to millions of people
and has continued to attract the best in12.  Political  risks. Contractor
world  class  talent  year  after  year.
3.2  Risk  response
1.4  About  the  Building
3.2.1  Risk  Avoidance
There are nearly 1000 rooms in the Opera
House including the five main auditoria.As discussed most of the risk could be
There is also a Reception Hall, fiveavoided  by  only
rehearsal studios, four restaurants, six
theatre bars, extensive foyer and lounge•  Completed  design  .
areas, sixty dressing rooms and suites,
library, an artists' lounge and canteen known•  Estimating at a very detailed level.
as the "Green Room", administrative offices
and extensive plant and machinery areas. The•  Not selecting  untested  design  .
building covers about 1.8 hectares (4.5
acres) of its 2.2 hectare (5.5 acre) site. It• Using local Architecture office will
has about 4.5 hectares (11 acres) of usablereduce many and more communication and
floor space. It is approximately 185 m (611experienced  architecture  designer
ft) long and 120m (380 ft) wide at its widest
point. The highest roof vault (above the3.2.2  Risk  transfer
Concert Hall) is 67m (221 ft) above sea
level.• Using a fixed price contract will
transfer  construction risk to the contactor.
The roofs are made up of 2,194 pre-cast
concrete sections. These sections weigh up to• Obtaining Insurance to cover costly
15.5 tones (15 tons) each. They are heldrisks.
together by 350 km (217 miles) of tensioned
steel cable. The roofs weigh 27,230 tones and3.2.3  Mitigate  the  risk
are covered with exactly 1,056,056 Swedish
ceramic tiles arranged in 4,253 pre-castRisk analysis shows that no clear management
lids.process for controlling the project however
using an experienced project manager would
The entire building weighs 161,000 tones. Iteffectively reduce probability or impact of
is supported on 580 concrete piers sunk up torisks  to  an  acceptable  level.
25 m (82 ft) below sea level. The roofs are
supported on 32 concrete columns up to 2.5 m4.  Assessment  forms
(8 ft) square. The exterior and interior
walls, stairs and floors are faced with pinkFollowing a three assessment forms for 3 of
aggregate granite which was quarried atthe  significant  risks
Tarana in New South Wales. The two woods used
extensively to decorate the interiors arePerforma for a Qualitative Risk Assessment
brush box and white birch plywood which were(sheet  1)
both cut in northern NSW. There are 6,225 sq
m (67,000 sq ft) of glass, made in France, inReference  No:  6  Date:25/06/2007
the mouths of the roofs and other areas of
the building. It is in two layers - one plainPotential  risk: Importance  of  Risk:  Low
and the other demi-topaz tinted. About 2,000
panes  in  700  sizes  were  installed.Design  changes
There are 645 km (400 miles) of electricalProbability  Medium
cable. 120 distribution boards regulate the
power supply, equivalent to the needs of aConsequence  Medium
town of 25,000 people. Twenty-six
air-conditioning plant rooms move more thanStage  of  the project affected by this risk:
28,500 cubic meters (1,000,000 cubic feet) of
air per minute through 19.5 km (12 miles) ofConstruction  stage
ducting.
Statement  of  risk:
Fig  2  Sydney  opera  house (Ref.  6)
Cost  and  schedule  overrun
Fig 3 Sydney opera house during construction
(Ref.  7)(The  factor  that  could  cause it to occur)
Fig  4  Sydney  opera  house shells (Ref. 7)Political  business  interest
Fig  4  Sydney  opera  house shells (Ref. 7)Site  problems
1.5  Design  Stage(any relationship or dependency on other
risks)
The original concept for the project was a
sketch submitted by Danish architect , JornIncomplete  design
Utzon .Judges selected it from an
international open competition that ended(the  likelihood  of  occurring)
with 233 entries from 11 countries. Thought
happy to win the competition Utzon was mildlyMedium
shocked .although his concept had caught the
attention of the judges, it consisted only if(how  it  could  be  affected)
simple sketches with no plans or even
perspective drawings , because the designDesign checking prior leaving the design
was so unique , some people presumed it wouldoffice
also be inexpensive to build. No one knew how
it would be build , and some expertsProject:
questioned  that  it  could  be built at all.
Sydney  opera  house
In spite all uncertainty , the initial
project cost estimate was pit atClient:
$7million.The government would use profits
from a series of state run lotteries to payNew  South Wales government Risk Analyzed by:
the  project.
Khaled
The government was worried that the people
scrutinizing the design might raise questionPerforma for a Qualitative Risk Assessment
about the potential problems hat would stall(sheet  2)
the project they thus quickly mover ahead and
divided the work into three main contractsReference  No:1  Date:  25/06/2007
:the foundation and the building except the
roof, the roof, and the interior andPotential risk: Importance of Risk: Critical
equipment.
Poor  Cost  Estimate
1.6  Construction  stage
Probability  High
Many of the world's best-known construction
companies  were  involved  in  buildingConsequence  High
Sydney Opera House including Arups StructuralStage  of  the project affected by this risk:
Engineering, Hornibrook and Rider Hunt, the
construction work of S.O.H was divided intoDesign  stage
three  distinct  stages  as follows (Ref. 19)
Construction  stage
•  Stage  I
Statement of risk:major source of
Sub structure , concrete structure from thecomplainttime  consuming
foundation up to the auditoria seating levels
excluding  any  finishes.(the  factor  that  could  cause it to occur)
•  Stage  IIChanges  in  project  scope  and requirements
Superstructure or shells , concrete roof(any relationship or dependency on other
vaults or major and minor halls anrisks)
restaurants  ,  including  the  claddings.
Inadequately defined roles and
•  Stage  IIIresponsibilities.
Everything not included in stages I and II ,(the  likelihood  of  occurring)
stage towers, all interior finishes, exterior
paving and cladding, glass walls , allHeight
electrical  and  mechanical  services.
(how  it  could  be  affected)
After he was elected premier of New South
Wales in 1965, Askin attempted to force UtzonEffective  project  management
reduce costs by withholding payments. In 1966
Utzon resigned and returned to his nativeClearly  defined  roles
Denmark. He never even returned to see his
masterpiece  completed.Project:
The construction of the Sydney Opera HouseSydney  opera  house
was now handed over to a group or Australian
architects. Fortunately, the exterior hadClient:
already been completed by then so that the
impact of the altered design on the overallNew  South Wales government Risk Analyzed by:
structure was minimal. The project was
finally completed in 1973 after aKhaled
construction period of 14 years and an
expenditure of over $A100 million, almost 15Performa for a Qualitative Risk Assessment
times  the  estimated  budget.(sheet  3)
2.  Risk  management  strategies  at  S.O.HReference  No:9  Date:  25/06/2007
2.1  FinancialPotential risk: Importance of Risk: Critical
Despite of all cost escalation , taxpayer hadLack of communication between project
little to pay .Virtually all the costs wereparticipants.  Probability  high
covered by the proceeds of State Lotteries.
The continued need to the subside the runningConsequence  high
costs of the opera house were financed by the
continuation of the Lottery State. The firstStage  of  the project affected by this risk:
estimate for the Sydney Opera House was $7.2
million in Australian dollars. Once started,Construction  stage
however, costs kept rising and just to
complete  the  building  cost  $102  million.Design  stage
2.2  PoliticalStatement  of  risk:
Political risks are often occur inInsufficient  working  drawing  details
government project as they often hide
information affecting the community'sLate  and  in  adequate  information
support, which in turn affect the
effectiveness of the feasibility study .Major  costly  errors.
S.O.H we mostly severely effect by political
decisions(the  factor  that  could  cause it to occur)
2.2.1  Media  and  public  deceptionLack  of  management
In S.O.H. the original budget of sevenInterest conflict between project
million Australian dollars was not a real butparticipation
a political budget .The labour government of
New South Wales the main proponent of the(any relationship or dependency on other
S.O.H, wanted the project started beforerisks)
elections in March 1959-this would reduce the
risk of the stopping the project in caseIncomplete  design
Labour  lost  the  elections  (8).
(the  likelihood  of  occurring)
2.2.2  Deceptive  cost  estimate
Height
Kim Utzon explains in lieu of his father "It
was a political decision to publicize a low(how  it  could  be  affected)
budget for the building, which was expected
to gain approval in the political system, butProper  project  management
which very quickly was exceeded. So even if
the cost overrun turned to be 1400% inProject:
relation to the publicized budget, this
budget was an eight of the real budget of theSydney  opera  house
building .So the real overrun is only 100%
the  rest  was  politics".Client:
2.2.3  Political  construction  dateNew  South Wales government Risk Analyzed by:
The start of construction for stage I wasKhaled
fixed ., largely for political reasons , as
the 2nd March 1959.Thus Proceeding with5.  Lessons  learned
construction before completing the design
process  which  is  a  great  risk  .• Risk must be identified to be managed
2.2.4  Political  design  changes• A poorly defined risk structure will
breed  more  risks.
On 1966 major hall was changed from dual
purpose for concert and opera to a single• A proper risk management strategy
purpose concert hall, the dual purpose was awould  planning.
requirement  of  the  competition  .
• All designs and calculations should
2.3  Structuralbe checked before they leave the design
office further check calculation should be
2.3.1  The  Supporting  pointsmade by the authority , many errors that
escape are picked up and corrected during
Arup and his engineers knew very well thatconstruction .This often cause a delay to the
the cross-section shape Utzon chose was farproject  and  might effect the  cost.
from ideal known structures, however they
could not suggest changing to the shape as it• The goal is to prevent political and
will alter the appearance of the roofbusiness interests from interfering with
drastically.design and thus to arrive at an outcome as
close as possible to the original design
2.3.2  The  roofdrawings.
A question should be asked if this design is• Continually monitor risks to identify
achievable?. The competition judges choose aany change in the status, or if they turn
complex art design without asking how it willinto an issue. It is best to hold regular
be deigned? later on it was a major cause forrisk reviews to identify actions outstanding,
delaying the roof design if this point wasrisk probability and impact, remove risks
been considered they should either choose athat  have  passed,  and  identify new risks.
simple shape or a known geometry, at this
stage computer program analysis was not yet• Risk management is not one off
been introduced that means only manualactivity instead, it should be applied
process can be used to calculate the forcescontinuously  through  the  project  life.
acting  on  the  structure.
• The best way to control budget is not
2.3.3  Lack  of  suitable boundary condition.to proceed with the building unlit you have
all  the  drawings  complete.
Another technical problem that the engineer
had to solve was the lack of boundary6.  Conclusion
condition that leads to some earthwork as sub
base  for  the  structure  foundation.Study clearly identify the great importance
of risk management on construction projects,
2.4  Technicalnegligence will lead to an expensive cost
effecting  the  project  successes.
Utzon, ware of possible technical problems
since his design required advanced technologyA risk analysis project shows a large number
not yet available, requested additional timequalitatively ranked as 1 , those risks have
to tackle those challenges Utzon faced thea high probability of occurrence and height
task of converting the concept into a designconsequence shared between the client 42% ,
form which a structure could be built, but hethe  contractor  36%  and  the engineer 21% .
had no prior experience in the design and
construction of such a large building.This indicates that it was a very risky
Because of this lack of plans, detailedproject nevertheless risks were either
design drawings, and estimates of materials,downplayed or ignored , and not much was done
little existed from which cost could beto keep them under control, the project
determined.management strategies was only focused on
keeping the project going no matter how it is
2.4.1 Design  errors  and  omissionsgoing  .
• Unfortunately, the roof shells wereFinally although the opera house put Sydney
too heavy for the supporting columns thaton the world map, both architecturally and
were already built, so these were demolishedculturally but from project management
and rebuilt. These and several other setbacksperspective it was a spectacular failure as a
led  to  delays and increasing cost overruns.consequence  of  ignoring  risk  management.
• The original design called for twoReferences
theatres. The government changed its mind
and required the building to be altered and1. [Accessed  2  May 2007].
that four theatres now be incorporated into
the  design2. [Accessed  2  May 2007].
• The foundation been demolished to3. Edwards, L. (1995). Practical risk
suit  the  new  roof  design  loads.management in the construction industry,
Thomas  Telford,  London
2.4.2 Fitness  for  purpose.
4. Flyvbjerg, Bent, "Design by Deception: The
ï‚§ The main design overlooked acousticPolitics of Megaproject Approval", Harvard
requirements which is the main purpose ofDesign  Magazine,  Volume  22,  2005.
the building and had to be altered at later
stage.5. [Accessed  2  May 2007].
ï‚§ The Running costs for S.O.H proved6. [Accessed  2  May 2007].
expensive , it was a very labour intensive
building .In 1974 , it operation cost was7. [Accessed  2  May 2007].
$A6M, of which only $A2M was covered by the
revenue. Thus costs ruled out small scale8.  Murray  ,21-22.
opera and the Australian Opera were forced to
seek  a  cheaper  venue.9. Murray, P: The Saga of the Sydney Opera
House, 2004, Spon Press (UK), ISBN 0415325218
2.5  Construction
10. [Accessed  25  Jun  2007].
Engineers who revised the concept noted that
the roof shells were much larger and wider11.  Neville  Turbit
than any shells seen so far. Further, because
they stuck up so height, they would act like12. John Tookey civil 703 lecture notes
sails in strong winds blowing up the harbour.University  of  Auckland.
Thus, the roof would have to be carefully
designed and constructed to resist such wind13. Office of Project Management Process
pressure.Improvement "Project Risk Management
Handbook"
The construction was estimated to take about
five years at a cost of A$7 million. Ignoring14. Peter Murray "The dramatic storey of the
his request, the government pressured Utzondesign and construction of the icon of modern
into starting construction in 1959, two yearsAustralia"(London and New York: Spon
ahead  of  the architect's proposed schedule.Press,2004),105.
ï‚§ The lack of preparation soon15. Roger Flangan & George Norman "Risk
backfired. After the completion of the grandManagement and Construction". Blackwell
podium with an enormous, 86 meter (282ft)Scientific  Publications ISBN 0-632-02816-5.
wide stair, several years were spent
reworking  the  design  of  the  roof.16. [Accessed  2  May 2007].
• Three tower cranes imported from17. [Accessed  2  May 2007].
France for this job costing $100,000 each and
it was the first building constructed in18. Woodward, Hugh PMP, PowerPoint
Australia  using  tower  cranes.Presentation  to  NASA  on  March  23,  2005,
• Unfortunately the roof shells were19. Yozo Mikami "Utzon's Sphere" page 46
too heavy for the supporting columns thatShokikusuha  Tokyo ISBN  4-395-00712-0
were already built, so these were demolished
and  rebuilt.20. Ziegler, Oswald L. (ed) Sydney Builds an
Opera House.



1 A B C D 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112