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Management in Construction and Researchers Association (MICRA)
Meetings and Conference, 28-29 Aug 2007, Shah Alam, Selangor, Malaysia 1
RISK ASSESSMET AD REFURBISHMET:
THE CASE OF IPOH RAILWAY STATIO
PERAK, MALAYSIA
Saipol Bari Abd Karim1, Kamarul Syahril Kamal
2, Lilawati Ab Wahab
3,
and Mahanim Hanid4.
1,4
Centre for Project & Facilities Management, Faculty of the Built Environment,
University of Malaya, Kuala Lumpur, Malaysia.
2,3
Faculty of Architecture, Planning and Surveying,
Universiti Teknologi MARA, Perak, Malaysia.
ABSTRACT
This paper focuses on the refurbishment project of Ipoh Railway Station as its case
study including an overview of the risk assessment and its issues related to the project.
As today, most people wish to preserve their heritage building and have attached them
to the idea of refurbishment, more for economics reasons than reasons for historical
and heritage. As a result there is a danger that refurbishment becomes thought of as
synonymous with conservation. In fact refurbishment, although often embracing
conservation, is much wider in scope and is thoroughly economically motivated.
Refurbishment, therefore, is a very important and necessary part of the building
heritage today as well as in previous centuries. This paper aims to review in detail the
current conditions of the building elements of Ipoh Railway Station before the
refurbishment project started by investigating at their major building elements such as
foundations, walls, windows and doors, columns, first floor and mezzanine floor, roof
and domes. It will also discuss and outlines some recommendations for the
refurbishment work as to preserve and maintain the building facade as well as to
replace and upgrade other works deemed necessary for the new look of the Ipoh
Railway Station, Perak.
Keywords: risk management, risk assessment, refurbishment, historical buildings,
building elements.
Management in Construction and Researchers Association (MICRA)
Meetings and Conference, 28-29 Aug 2007, Shah Alam, Selangor, Malaysia 2
1.0 ITRODUCTIO
Referring to the Risk Management Standard (2002), risk can be defined as the
combination of the probability of an event and its consequences. Meanwhile Chapman
& Ward (2003) defined risk management as an uncertain event or set of circumstances
that, should it occur, will have an effect on the achievement on the project’s
objectives. These definitions have common understanding of risk that is an event and
its consequences with the purpose of improving performance through systematic
strategies named risk management plan namely risk identification, risk analysis, risk
response and, risk monitoring and control. The overall of the risk management process
are as follow:
Figure 1: The Risk Management Process. [Source: Risk Management Standard (2000)].
According to Burden (2004), refurbishment means to bring an existing building up to
standard, or to make it suitable for a new use by renovations, or by installing new
equipment, fixtures, furnishing and finishes. Highfield (2000) referred building
refurbishment as part of repair, restoration and extension. The overall purpose of
refurbishment is to extend the beneficial use of an existing building (Mansfield, 2000).
According to Brochner & Holm (2000), the construction market in many developed
countries is increasingly directed towards refurbishment of existing structures, which
involves more work on surfaces and on building services than on the load-carrying
structure itself. The principle advantages for refurbishment and re-use of an existing
building rather than demolition and new construction normally gives the following
financial benefits:
The Organization’s Strategic
Objectives
RISK ASSESSMET
Risk Analysis
• Risk identification
• Risk description
• Risk estimation
Risk Reporting
Threats and Opportunities
Risk Evaluation
Decision
Risk Treatment
Residual Risk Reporting
Monitoring
Modification Formal Audit
Management in Construction and Researchers Association (MICRA)
Meetings and Conference, 28-29 Aug 2007, Shah Alam, Selangor, Malaysia 3
1. The shorter contract duration reduces the effects of inflation on building costs.
2. The shorter overall development period reduces the cost of financing the
scheme.
3. The client obtains the building sooner, and therefore begins to earn revenue
from it.
Meanwhile if the building which is going to be refurbished is a historical building, it
could give some more advantages such as:
1. Preserving the architectural character and integrity of the building.
2. Keeping intact the sensitivity towards the past historical value and aesthetic of
the building.
3. Generate income throughout heritage tourism to the country.
However, refurbishment should not be confused with conservation, although it does
conserve old buildings and thus helps to preserve a continuous and evident building
tradition. Refurbishment is also nothing to do with maintenance although, in the
process of adapting a building element for a revised use, maintenance will have to be
carried out on the existing structure. But this is a secondary component of
refurbishment and should not be confused with its primary purpose. Therefore,
refurbishment is a good management of the building stock of a country as we have
seen enough examples of the way buildings of the past have been modified, extended
and restyled to suit changing needs of the building owner.
2.0 RISK ASSESSMET I REFURBISHMET PROJECT
All refurbishment projects are made up of a series of one-off problems, which have to
be tackled by the project team on a largely ad-hoc basis. Basically any refurbishment
project doubles the complications experienced by the project team of new building
project, due to the constraints imposed by the original structure. Risk assessment is
therefore, vital for refurbishment projects as the design information such as
specification, duration and costs are vague and inaccurate. Risk assessment is the
overall process of risk analysis and risk evaluation. The refurbishment projects usually
contain technical and economic uncertainties and risks more than new building
projects. According to Avramidou (2001), the repairing or reinforcing works of a
building involves a risk that need to be reduced at the minimum acceptable level.
Mansfield & Reyers (2000) specified that it is the nature of refurbishment projects that
uses pre-determined information and very much dependent on the experts and
specialist consultant and contractor. Mansfield & Reyers (2000) suggested specific
risks for refurbishment projects from the commissioning agent point of view as
follows:
1. No guarantee of available organization with suitable experience and expertise.
2. Too much reliance on the specialist or craftsmanship by the design team.
3. Limited availability and prohibitive cost due to the use of original and
authentic materials or component.
4. Project starts with incomplete design information with assumptions.
5. Minimum statutory requirement that affect the quality of specification.
Management in Construction and Researchers Association (MICRA)
Meetings and Conference, 28-29 Aug 2007, Shah Alam, Selangor, Malaysia 4
The process should start at the very beginning of refurbishment projects and should
provide the client or user with sufficient information to start the refurbishment
strategy. Mansfield & Reyers (2000) has conducted a research on the assessment and
concluded that there is no formal approach to risk identification and analysis and the
tendency to go over budget is more than any new build projects while final account
always exceeds the forecasted budget. Reyers & Mansfield (2001b) came out with
five clusters of risks associated with refurbishment projects i.e. design information
risk, cost risk, client / briefing risk, external risk and other internal parties risk. The
following table gives further details of these clusters.
Risk Cluster Risk Descriptions
Design information risk Inadequate completion time, incomplete site / survey information,
efficiency of contractual arrangement, clarity of specification of
workmanship clauses, consistency and completeness of design
information.
Difficulties in providing detailed, concise and inclusive
definitions of the processes which may lead to a decline in value.
Capital and Cost risk Cost and quality procedures instigated by client, reliable cost data,
inadequate fee structure, changes to funding structure, invalid
estimate, cash flow decisions.
Risk in capital investment, influenced by physical deterioration of
the building.
Risk from various accounting regimes, influencing the extent and
timing of the work
Client / briefing risk Vague brief, inflexible requirement, over prescriptive
requirement, over or under involvement in project, limited
awareness of constraints and inflexible to contractors and
suppliers,
Risk of inaccurately identifying boundaries between the processes
in the physical cycle of refurbishment i.e. repair, replacement and
renewal.
Difficulties in identifying problems and appropriate remedial
technique.
Risk of loss of architectural or historical significance of the
original fabric resulting from negligence.
Risk of misunderstanding of liability such as under-insurance and
failure to undertake risk management procedure.
External risk Bureaucratic and slow approval procedures, statutory constraints
and procedures, infrastructure charges, planning condition,
interest rate.
Other internal parties
risk
Continued occupancy during work, involvement of other
consultants, reliable consultants, suitability of experience labour.
Risk from the impact of liability of the designers and contractors
such as bankruptcy due to award of damages.
Risk in the team itself such as client-imposed specialists and those
outside the established team
Risk of divergent aspirations and attitudes between professionals
and participants
Table 1: Risk clusters and descriptions of the risks
[Sources: Reyers & Mansfield (2001b); Mansfield (2002) and Reyers (2003) ]
Management in Construction and Researchers Association (MICRA)
Meetings and Conference, 28-29 Aug 2007, Shah Alam, Selangor, Malaysia 5
Furthermore, Mansfield & Reyers (2000) have provided different views of risk for
refurbishment projects as follows:
1. Strict self-denial of archaeologist and self-confidence of creative architect
resulted to balance of subjective judgment.
2. Wider use of skilled labour, craftsmen and specialist contractors.
3. Involvement of statutory agencies, historical associations, interests groups
which lead to reduction of risk without an increase in cost as a result of good
communication and procurement especially partnering.
Refurbishment of existing buildings in increasingly performed in the presence of
tenants or tenant employees (Brochner & Holm, 2000). Thus, this will affect the
overall planning of the project hence identified as one of the source of risk. Preparing
a proper method statement in refurbishment projects helps to identify what exists on
site and its condition as well as to check the original scope definition. Additionally,
conducting survey to the structures of the building will enable the consultant and the
contractor to know the status and the level modification needed and decide how to
deal with it. For the purpose of this paper, the authors will not discuss in detail on the
risk assessment activities but on the results of the identification, assessment and the
method of how to respond with the situation. As such, this project uses a very simple
assessment method, begins with building investigation and followed by analysis of the
defects and proposed a solution in responding to the situation. However, the process
should not stop here but followed by monitoring the actions and managing the
feedback instead.
3.0 BACKGROUD OF THE IPOH PROJECT
The Ipoh Railway Station, an architectural grandeur and pride of the city, is
undergoing major refurbishment to complement Keretapi Tanah Melayu Berhad’s
RM4.2 billion electrified double tracking project from Rawang to Ipoh. The
refurbishment project started in 2002 and scheduled to complete in 2006. Once
completed, it will blend the 90-year-old colonial atmosphere with the unique ultra-
modern facilities. Historically, the Ipoh Railway Station was complete in 1917. The
station with its “Moorish” architecture ranks second in terms of elegance after Kuala
Lumpur’s landmark station (Ahmad, 1997). Both stations were designed and construct
under the supervision of a government senior architect, Arthur Benson Hubback in
1914. Local sources indicate that the building was originally designed as a hospital
and used as such prior to the 1900’s and its subsequent conversion to the station
building. The Ipoh station is sometime referred to the “Taj Mahal” of Ipoh due to its
Indian influences in architecture. The architecture of the station would be classed as a
“Straits Eclectic”, which is a blend of the Indian and European styling primarily found
in Malacca, Penang and Singapore (Fee, 2006).
Management in Construction and Researchers Association (MICRA)
Meetings and Conference, 28-29 Aug 2007, Shah Alam, Selangor, Malaysia 6
Figure 1: Ipoh Railway Station before refurbishment
Figure 2: Ipoh Railway Station after refurbishment in 2006.
4.0 BUILDIG IVESTIGATIOS
Building investigation as defined by Spada (2002) is an examination and observation
of the exterior and interior of buildings including the grounds, the structure, and the
mechanical systems to determine the defects and other conditions. Before any
refurbishment projects started, a building investigation has to be carried out as part of
the risk assessment process, in order to obtain sufficient information about the
building condition in the form of drawings, photographic records, considered opinions
as well as the condition of the structure. All information gathered is compiled into a
report for a further study on the conditions and method to incorporate with the new
structure. Hence, the purpose of building investigation according to Watt (1999) is to
identify, investigate and diagnosis of defects in existing buildings, and also to
recommend for the most appropriate course of action. Various physical aspects of
building investigation referring to Friedman (2000) include identifying types of
building systems, looking for evidence of material deterioration and identifying
combinations of movement and load effects. Apart from that, issues on safety and
hazards to personnel, buildings and environment need to be considered during the
Management in Construction and Researchers Association (MICRA)
Meetings and Conference, 28-29 Aug 2007, Shah Alam, Selangor, Malaysia 7
whole course of the project. For this particular project, the results of the building
investigations as part of the risk assessment process are shown in Table 2.
Building Elements Building Investigations
1. Foundations Given the age of the structure and that all construction settlement
would have been complete by now, the foundations are deemed
sufficient for their intended purpose of use.
2. Walls All the exterior walls are in good repair. There are signs of
effervescence on the south-west and south of the building,
however, though this may be related to the paint materials used in
the periodic repainting of the structure. There is some lime burns
associated with birds’ nests within the main arch under the main
dome. In areas where leaking is noticeable especially from the
mezzanine floor and first floor bathrooms to the hotel rooms, paint
peeling has occurred with noticeable mould growth present.
3. Windows and doors All original woodwork and joinery which is believed to be dated
from the time of the original construction are in good condition.
The timber is sound with little to no presence of rot or infestation.
Substantial checking of paintwork has occurred exposing large
areas of wood. These conditions are due to the over painting of the
old oil based paints with newer water based paints. The window
panes are all intact with isolated broken panes. The majority of the
panes are well fixed and rattle free. All doors and openings are
serviceable. Internal modern door fixtures within the building
require repairs specifically re-hanging and refining of fixtures.
4. Columns Structurally the columns are considered sound. Given the method
of the construction, all loads applied to the masonry are distributed
through plate girder beams and therefore can be considered as
uniformly distributed with no moment applied.
5. First floor and
mezzanine floor
The first floor tiles in the main restaurant area are in good
condition, however, there are signs of negative bending cracking
moments over the beams .The majority of the tiles is in-place and
uncracked with the exception of the beam line areas. The ground
floor flooring is recent and tiled. Normal cracking is expected for
this type of floor.
6. Roofs The structural steel within the roof areas is in good condition. The
ridge timbers and the major purlin along the major rooflines are
still serviceable and show little to no sign of rot. The major purlin
at the jack roof, the portion of the roof which overhangs the wall,
does contain rot. The timber purlin secondary rafter and minor
purlin in the gable end and hop gable are in poor condition and
extensively rotted. The roof and tiles are in a sorry state of repair.
Approximately 40% of the tiles are cracked, dislodged or missing.
The cast iron access doors to the roof are broken with the door
unit missing and doorframes partially removed.
7. Domes The three major domes are in good condition except for one minor
defect. However, there are indications of dilapidation of
brickwork infill panels to the steel framework. The level of
corrosion is less than 1mm and steel work would be considered to
be pristine condition.
Table 2: The Result of Building Investigations. [Source: Higgs, (2000)].
Management in Construction and Researchers Association (MICRA)
Meetings and Conference, 28-29 Aug 2007, Shah Alam, Selangor, Malaysia 8
5.0 RECOMMEDATIO FOR REFURBISHMET WORK
The recommendations for refurbishment of Ipoh Railway Station are based on the
information obtained from the previous building investigation as part of the risk
assessment process. The recommendations for refurbishment works are considered as
the minimal repairs to enable the building to be fit for its purpose of use. The
recommendations are also based on a service life of an additional 20 years on the
assumption of a regular maintenance. The following are some of the recommendations
proposed for the refurbishment works on major building elements such as:
Building Elements Proposed Recommendations
1. Foundations Given that the foundation is in a considered good condition, no
repair works is required.
2. Walls Given that there is no debonding of the stucco finishes in the walls
except for the minor areas where services have been laid and
poorly repaired, the recommendations are confined to finishing
and paint work.
3. Windows and doors It is proposed that only paint re-application is required for the
exterior woodwork and that the interior woodwork is subject to
interior design requirements. A standard paint preparation can be
applied similar to the following.
4. Columns Given that the columns are in a considered good condition, no
repair works is required except for some plastering work on
defects area and paint work.
5. First floor and
mezzanine floor
Given that the floors are in a considered good condition, no repair
works is required. But there are two possible courses of action for
the rehabilitation on the floor tiles. These are divided into
complete replacement or removal and partial replacement of the
floor tiles. It is estimated that removal of the existing tiles would
result in only 30% of the original tiles. Matching of the old and
new tiles may prove difficult. Therefore our recommendation is to
remove all the existing tiles and replace with modern but similar
like tiling.
6. Roofs There are two possible courses of action for the rehabilitation on
the roof. These are divided into complete replacement or removal
and partial replacement of the roof. It is estimated that removal of
the existing tiles would result in only 50% of the original tiles that
could be re-used in the new roof. Matching of the old and new
tiles may prove difficult. If this course was proceeded with then it
would be recommended that the existing tiles be used on the front
side of the building with the newer tiles being placed at the rear.
Tuscany roof tiles are still being manufactured in Australia and
Europe. Given the size of the roof, it will be reasonably economic
to import sufficient tiles for a complete re-roofing. Therefore our
recommendation is to remove all the existing tiles and replace
with modern tiling.
7. Domes As this structure is steel supported, the overall structural stability
of the dome is not in question. However, there are indications of
dilapidation of brickwork infill panels to the steel framework. We
would, therefore, recommend that our repairs are concentrated
towards the repair and reinstatement of the integrity of these infill
panels.
Management in Construction and Researchers Association (MICRA)
Meetings and Conference, 28-29 Aug 2007, Shah Alam, Selangor, Malaysia 9
8. Ceiling Given that the ceiling is in good condition, only small cut out and
replacement of planting is required. However it is recommended
that in certain area, the use of suspended ceiling is necessary due
to the installation of air conditioning ducting.
9. Drainage Clean and expose existing drains and repair collapsed culvert. Re-
instate the drainage system in the parking area and corridor at the
front of the main building.
Table 3: Proposed Recommendations for Refurbishment. [Source: Higgs, (2000)].
6.0 COCLUSIO
As a conclusion, we can conclude that risk assessment is important during an
extensive period of consultation by the project team at the early stages of any
refurbishment projects. It is very critical part where the design, method of statements,
specification, duration and cost are determined. Risk assessment is also a process
whereby the project team can methodically address the risk attaching to their activities
with the goal of achieving sustained within each activity and across the portfolio of all
activities in the past, present and in particular, future. The focus of good risk
assessment in this refurbishment project was on the building investigation stage as the
result from it can determine the recommendations for the refurbishment works. It can
be concluded from the assessment that the Ipoh Railway Station is structurally sound.
The most imposing portion of the station is the Majestic Station Hotel which occupies
the mezzanine and upper floors. Except for a new coat of paint, minor repairs and a
change of roofing, the main structure and the facade of the heritage building would
remain unchanged. The bulk of the refurbishment works would be on the platform
area located behind the station building. Since the refurbishment designer’s team is to
make use of the basic value in the building and with it create a new life for the ageing
building, the Ipoh railway station would be maintained as it was a heritage building.
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