Project Management (Project 1 - Defining and documenting a project)

School of Architecture , Building and Design
Bachelor of Science (Hons) in Architecture
PROJECT MANAGEMENT (MGT60403 / ARC3612 / ARC3614)
PROJECT 1: DEFINING AND
DOCUMENTING A PROJECT
Group members:
Tan Wen Hao 0319923
Wong Zhen Fai 0317890
Yan Wai Chun 0319626
Yeoh Xiang Ann 0322691
Jack Too Mun Fai 0318214
Teo Hong Wei 0322990
Tutor:
Ar. Emmanuel O. Canlas

CONTENT
1.0 introduction
1.1 Project introduction
1.1.1 Case study
1.2 Company Profile
1.2.1 Company background
1.2.2 Company organization chart
1.2.3 Team member profile
2.0 Project Management
2.1 Success Criteria
2.1.1 Triple constraint
2.1.2 Success factors
2.2 Work breakdown structure
2.2.1 Phase oriented
2.2.2 Schedule oriented
2.3 Risk analysis
2.4 Gantt Chart
2.5 Pert Chart
3.0 Preliminary study
3.1 Site analysis
3.1.1 Site location
3.1.2 View and vistas
3.1.3 Circulation
3.1.4 SWOT analysis
4.0 Design Concept
4.1 Design Approach
4.2 Schematic Design
4.2.1 Container Studies
4.2.2 Design Development
4.2.3 Spatial Analysis
4.2.4 Schedule of space
4.3 Orthographic drawings
4.4 Renderings
4.5 Cost breakdown

5.0 Landscape Design
5.1 Existing Softscape Condition
5.2 Existing Hardscape Condition
5.3 Proposed landscape layout
5.3.1 Softscape layout
5.3.2 Hardscape layout
5.4 Selection of vegetation
5.5 Renderings
5.6 Cost breakdown
6.0 Civil & Structural Engineering
6.1 Earthwork and roadwork
6.2 Foundation system
6.3 Structural components
6.3.1 Container to foundation
6.3.2 Container to container
6.3.3 Connection to connection
6.4 Tensile roof construction
6.5 Container Modification
6.6 Construction process
6.7 Cost breakdown
7.0 Mechanical & Electrical Engineering
7.1 Electrical system
7.2 Stormwater and wastewater system
7.3 Fire protection system
7.4 Mechanical ventilation system
7.5 Renderings
7.6 Cost breakdown
8.0 Costing
8.1 Property details
8.2 Overcome tight budget
8.3 Bill of quantities
8.4 Summary
9.0 Conclusion
10.0 Appendix
10.1 Meeting minutes

1.0 Introduction
1.1 Project introduction
Client:
Taylor’s University SDN. BHD.
Mr. Emmanuel as the client representative
Requirements:
1. Maximum land size: as per site given by client
2. Usage of 50% reusable energy sources (Calculated by value)
3. Site layout and landscaping
Goals:
1. To become a design innovation and excellence center
2. To encourage the community to be appreciative towards arts and
technology
3. To promote creative excellence to a higher level
Scope:
Taylor’s University SDN BHD’s idea is to build a ‘Recreational Station’ to
house selected architecture and interior design models in conjunction with its
architectural faculty’s excellence. The ‘Recreation Station’ is aimed to be used
during the upcoming Architectural Workshop to be held at the University
compound in August 2018 and be carefully planned and implemented to its
completion before August 2018. In order not to interfere with the campus
activities during the semester, a proper project management plan has to
prepare. It aims to become a “Recreational Station” by following guidelines to
provide a progressive image by the university and the group of consultants.
Site at Zone I free parking

1.1.1 Case study
Sion music venue

In developing the project, the architects sought to take advantage of shipping
container’s beneficial characteristics. standardised dimensions allow the units
to be readily stacked, while the inherent resistance of the large steel boxes
protects against vandalism and other forms of incidental damage. The
modular nature of the design ensures that the scheme can easily be added to,
or subtracted from, allowing a large degree of flexibility throughout the
process.

the two-storey scheme contains
rehearsal rooms and breakout space
the focal point of the design is a
300-seat concert hall
a steel bar has been crafted from the
form of a single container the bar in operation

Site plan
Ground floor plan Second floor plan

Lightbox restroom
Architect Rohan Chavan has constructed a public restroom in Mumbai, India,
from an old shipping container. The structure which stands at the side of the
eastern express highway – one of the busiest roads in the Mumbai
metropolitan area – has been constructed under an overhanging tree which
allows light to filter down onto the fuchsia pink floor. The layout features a
toilet situated at both sides, with an open space at the middle for people to
meet and interact.
The center features a small space used for various activities such as a
free gallery to display art for amateur artists, an area for lectures and
awareness campaigns, celebrating festivals, seasonal activities and
events. the project introduces an alternative solution towards architecture
for public use, in an area where people seek refuge, interaction and basic
needs.
Floor plan

1.2 Company background
1.2.1 Company history
TWY Consultants is a multinational conglomerate operating in many different
industries as well as sectors within the Asian region. Based in Kuala Lumpur,
TWY Consultants primarily focuses on efforts to providing building and
construction to Malaysia through the vast array of support departments within
the company which include a fully functioning architecture firm, quantity
surveying unit, engineering office and even a landscaping department.
Closing in on its quarter century since its foundation, the present owners of
TWY Consultants have not strayed from the original visions of the founders in
which to provide a quality product at a competitive price. As the company
continues on into the next decade TWY Consultants is determined to cement
it's place as the industry leading and trailblazing company that all other
companies seek to aspire to as well as pit themselves against.
Mission:
-To produce eco friendly commercial and residential dwellings of excellence to
total customer satisfaction
-Building a better future at a competitive and reasonable value
- To building relationships forever with customer on the solid foundation of
trust
Vision:
-To ensure that the development of any project undertaken by the company is
produced to the best that the company has to offer
Company Name: TWY CONSULTANTS
Company Address: Lot 7, Jalan Petaling Street, 50000, Kuala Lumpur,
Malaysia.
Telephone: + 603-5214-4125
Fax: + 603-5214-4152
Email: twyconsultants@gmail.com

1.2.2 Company organizational chart

Quantity Surveyor
Teo Hong Wei
Architect
Jack Too Mun Fai
Project Manager
James Wong Zhen Fai
C&S Engineer
Bryan Yeoh Xiang Ann
M&E Engineer
Cedric Yan Wai Chun
Landscape Architect
Jaden Tan Wen Hao
Decision
Making
Problem
Solving
Project Inspection
Work Distribution
Client
Taylor’s University Management

1.2.3 Team member profile

AR. JAMES WONG ZHEN FAI
Project Manager
TWY Consultant
Scope of work:
-Specifying in project objective and plan including handling job scopes, budgeting,
scheduling, and setting performances requirements.
-Control and management in resources utilization through procurement of labor,
materials and equipment according to prescribed schedule and plan.
-Proper coordination of planning, design, estimating, costing, contracting and
constructing of the entire construction process.
-Interpret and explain contracts and technical information to other professionals
-Report work progress and budget matters to clients
-Collaborate with architects, engineers and other construction specialists
- Ensure of effective delivery of messages and communication among the
participants of construction.
-Select, schedule and coordinate subcontractor activities
-Respond to work delays, emergencies and other problems
-Comply with legal requirements, building and safety codes and other regulations
Education Background:
-Bachelor In Architecture in University of Nottingham, Part 1 of the Architects
Registration Board (ARB) and Royal Institute of British Architects (RIBA) examination
-Master in Architecture in University of Havard, RIBA and ARB Part 2 accredited
-Registered Architect with Board of Architects Malaysia (LAM)
Professional Experience:
-Sanna Architects (2013-2014) – Assistant Architect
-Atelier Bow Wow (2014-2017) -Senior Architect
-TWY Consultant (2017-current)

AR. JACK TOO MUN FAI
Architect
JackedOff Studio Sdn Bhd
Scope of work:
-Creating building designs
-Discuss ideas, objectives and requirements of a project
-Working around constraining factors such as planning legislation, environmental
impact and project budget
-Collaborate with other professionals about design
-Assess needs of building and its users and advice client on the practicality of the
building
-Aware of financial budgets and deadlines
-Produce detailed drawings and specifications
-Specify the nature and quality of materials required
-Prepare tender applications and presentations
-Carry out regular site visits to check on progress
-Writing and presenting reports, proposals, and applications
-Ensure projects is running on time and to budget
-Bachelor in Architecture in Leeds University, Part 1 of the Architects Registration
Board (ARB) and Royal Institute of British Architects (RIBA) examination
-Masters of Architecture in Oxford Brookes University, RIBA and ARB Part 2
accredited
-Gehi Architects (2013-2014) – Assistant Architect
-Herzog de Meuron(2014-2017) - Senior Architect
-JackedOff Studio Sdn Bhd (2017-current)

IR. BRYAN YEOH XIANG AN
C&S Engineer
BY Construction & Structural Sdn Bhd
Scope of work:
-Plan, design and observe construction and maintenance of building structures and
facilities
-Undertake technical and feasibility studies including site investigation
-Undertake complex and repetitive calculation
-Collaborate with clients and professionals including architects and subcontractors
-Schedule material and equipment purchase and deliveries
-Assess the sustainability and environmental impacts of projects
-Bachelor of Civil Engineering in University of Nottingham
-Masters in Civil Structure in University of Nottingham
-Registered Engineer with Board of Engineers Malaysia
-Elecon Engineering Company (2002-2010) – Assistant Structural Engineer
-KBR, Chicago (2010-2015 - Senior Structural Engineer
- BY Construction & Structural Sdn Bhd (2015-2017)

IR. CEDRIC YAN WAI CHUN
M&E Engineer
Swift Mechanical & Electrical Sdn Bhd
Scope of work:
-Design and oversea designs by designers and drafters in production of electrical
system construction documents for submittal and use in construction of various types
of buildings and other structures
-Interface with municipal and construction personnel during construction process
-Conduct on-site inspections to ascertain compliance with construction design
documents and specification
-On site Mechanical and Electrical Engineering providing Subject Matter Expertise
and project management support to the Construction Management Team
-Electrical installation management, generation and implementation of construction
schedules, observation and inspection of installations, report writing, constructability
problem analysis and resolution.
-Bachelor degree of mechanical & electrical engineering with first class honors in
Taylor's University Lakeside Campus.
-Bachelor degree of electrical engineering in Taylor's University Lakeside Campus,
Mechanics & Materials
-Registered Engineer with Board of Engineers Malaysia (BEM)
-KBR, Chicago (2010-2014) – Assistant M&E Engineer
-Skidmore Owings & Merrill (SOM) (2014-2017) – Seinor M&E Engineer
- Swift Mechanical & Electrical Sdn Bhd (2017-current)

LAR. JADEN TAN WEN HAO
Landscape Architect
JDscape Sdn Bhd
Scope of work:
-Confer with clients, engineers, and building architects to understand a project
-Conduct preliminary studies of the site including the walkway, vegetation and the
climate condition
-Provide landscape design for the project
-Prepare and present landscape plan with understandable rendering images,
specifications, and cost estimates
- Analyze environmental reports on land conditions, such as drainage and energy
- Coordinate the arrangement of existing and proposed land features and structures
-Collaborate with other professionals in the team
-Monitor and check work on-site
-Seek new work through marketing or by giving presentations
-BA (Hon) Landscape Architecture in University of Greenwich, London, Part 1 of the
Architects Registration Board (ARB) and Royal Institute of British Architects (RIBA)
examination
-Master in Landscape Architecture in University of Greenwich, London, RIBA and
ARB Part 2 accredited
-Terrix Architects (2013-2014) – Assistant Architect
-Le Bruez, Switzerland (2014-2017) - Senior Architect
- JDscape Sdn Bhd (2017-current)

SR. TEO HONG WEI
Quantity Surveyor
THW Quantity Surveyor Sdn Bhd
Scope of work:
-Preparation of contracts, including details regarding quantities of required materials
-On-going cost analysis of maintenance and repair work
-Feasibility studies of client's requests Analyze completed work and arrange payment
to contractors
-Allocate upcoming work to contractor
-Site visits, assessments and projections for future work
-Bachelor of Quantity Surveying in Bauhaus University, Dessau, Germany
-Master of Quantity Surveying in Bauhaus University, Dessau, Germany
- Registered SR. with Board Quantity Surveyors Malaysia (BQSM)
-Elecon Consultant Company (2013-2014) – Assistant Quantity Surveyor
-Jurukur Bahan Maju Bina Sdn Bhd (SOM) (2014-2017) – Senior Quantity Surveyor
- THW Quantity Surveyor Sdn Bhd (2017-current)

2.0 Project Management
2.1 Success Criteria
The project can be said to be a success, or said to reach the project goals,
when the project fulfill its success criteria. The triple constraint, not only act as
a manual of the project, also acts a guideline making sure that the project
team does not perform out of track, in any aspect, during the construction
period. Three factors are adopted in shaping quality of the project: time,
scope and cost.
1) The project must bring profit to the company and stakeholders in a
manner that goes by the proper construction process and stages in
meeting the client’s and related authorities requirement and
expectations.
2) The end product should be cost-effective and self-sustainable in an
economic aspect to maintain within the costing limitation given.
3) Project deliverables should be delivered on time according to the
construction timeline and completed within the given timeframe of 1
year.
2.1.1 Triple constraint
The triple constraint is the key determinant of quality of a project, being able
to meet the three factors means a success of a project.
Cost
1. Project team to be accounted for the cost of resources to monitor
budget compliance. Long-term durable materials are to be used for
structure components & furniture to attain the lowest cost possible.
This includes the reusing and upclying of materials. Materials should
be able to attained locally if possible and self-sustainable.
2. Construction materials should be in its optimal usage so that there is
no waste of material or over budget issue. Resources are to be
quality
Time
1 year
Scope
Recreation district for
architectural workshop
Cost
RM1.5 M

managed with the realization of creating value, or that the benefits
derived said to be exceeding the amount spent.
3. The company should reach an agreement with clients on selection of
materials and suggest appropriate and economic material as per
client’s request.
4. The company should not only focus on the standalone budget data to
decide under budget or over budget but by looking at the overall project
health in right schedule, cost and also job scope.
Scope
1. During project lifespan, parameters and scopes must be broken down
and managed through work breakdown structure (WBS), or Gantt chart,
to be clearly understood by construction team.
2. Project should always follow the status of schedule, to avoid
undesirable delay. in the event of schedule changes, project team
should be able to control the influences that cause such event and
manage the changes effectively, this suggests a time-to-time schedule
review and timescale estimation.
3. Risk analysis is needed in cultivating high awareness of health and
safety precautions implemented thoroughly on site or off site and might
get in the way of achieving project objective.
Time
1. The project must be completed within the given duration (1 year) and
shall not exceed the given timeframe to avoid higher exposure of risk
and dissatisfaction of client. Therefore, time management is important
in assuring the construction to be carried out in an effective manner;
this includes schedule development, schedule control and sequencing.
2. Transportation of materials on-site and off-site should be monitored
and planned, in a way that saves transportation cost and labor fees.
3. Construction workers to be supervised by assigned contractors,
ensuring their wellbeing and fair wage, in order for the construction to
be carried out smoothly.
4. Choice of materials are also important in terms of shorten construction
process and duration, in this case materials with flexibility and
modularity, especially of standard size and pre-completed structure,
shall be considered by the project team if appropriate and beneficial.
Quality
A quality project can be said to have achieved all 3 perimeters above upon
completion.
1. Project involves specific deliverable or work product. Quality means
able to produce these deliverables with clearly stated requirement, in
meeting project objectives and performance standard.
2. Client’s satisfaction is the best way to measure a project success, in
exchange being able to meet client’s requirement and expectation.

3. Well management and coordination of project team and having each
consultants to complete their task each project stage.
2.1.2 Success factors

Back up plans
In the event of schedule
change or rejection of
design and documents, the
company is able to
produce a backup plan to
showcase our flexibility
and prompt changes and
improvements.
Close rapport
The project team
emphasises clear and
effective communication
not only within the team
itself but construction
team, authorities and
client, establishing rapport
with each parties making
sure project runs smoothly
and on track
Wellbeing of project
team
In promise of giving client
a quality project, the team
must first be ensured of
healthy working
environment, this includes
fixed working hours, fairly
paid wages and staff
benefits
Skill & experience
Our team is equipped with
masters from diffirent field,
providing best solution and
advice to the team and
guaranteeing the project’s
success

2.2 Work breakdown structure
2.2.1 Phase oriented

3.0 Preliminary study
3.1 Site analysis
3.1.1 Site location
The proposed site is located in the existing open car park (Zone I) at Taylor’s
University Lakeside Campus, Petaling Jaya. Positioned at the turning corner
of one of the main entrance to Taylor’s University, it has a strategic location
where it is highly visible from and towards the campus, the high rise
residential buildings, and the sports complex.

3.1.2 View and vistas
A strategic location where open views are available in all directions, and the
proposed building can be seen from the major circulation path and
surrounding buildings.
From South East From South West
From North East From South West

3.1.3 Circulation
Vehicular circulation
Pedestrian circulation
Pedestrian path
from syopz mall to
the informal
entrance of site
Pedestrian from
academic blocks
connected to lower
ground carpark to the
informal entrance of
site
Pedestrian path
along one-way
road from car park
to academic blocks
Pedestrian path
along Jalan Taylor
connecting from D’
Latour apartment
to site
Ingress
Vehicle accessed
from Jalan Taylor
to site
Ingress
Vehicle enters via
one-way access
from academic
blocks to site
Egress
Vehicles exit site
via Jalan Taylors

3.1.4 SWOT analysis
Strength
-Site easily accessed through
main road and campus routes
-Noticable as site is located near
the main access point of
Taylor’s University (T-Junction
area)
-Strategic location as students
uses area around site as
primary circulation to campus.
Weaknesses
-Site exposed to excessive
amount of sunlight, least amount
of vegetation available on site
for shading purposes.
-Vehicle access are only
available through one
ingress/egress point.
-Uneven, unpaved road and bad
soil condition.
Opportunities
-Students as potential users,
maily targeted before or after
class period where they can visit
building before class hours or
wait for traffic jam, rain before
exit campus after class.
Threats
-Existing facilities such as
tennis, futsal and basketball
court within the vicinity.
-Syopz mall, located in walking
distance, being a better shading
or entertainemnt spot.
-Foul smell spreaded from
sewerage pool/swamp across
site.

4.0 Design Concept
4.1 Design Approach
As a well-known university that caters to many students who drive every day,
a proposal for a recreational station at the parking lot takes advantage of the
frequent human circulation of youths to and from campus. The site sits at the
edge of a parking lot, and faces northwestern side with the small gate that
leads to the campus located directly up north. Hence our design is laid out
along a diagonal axis that channels the people from the gate into the station
while also allowing for a shortcut through the station directly into the car park
for those who are not interested.

We decided to use shipping containers as our main building blocks due to the
minimal construction time and structural effort needed to build the station.
Containers are also cheap (if bought second-hand) and lightweight which
gives a modern and industrial feel to its users. The two sides of the containers
that face the eastern side have more openings and balconies to take full
advantage of the morning sunlight; while the sides that point to the west are
closed up to minimize exposure to the hot afternoon sun. The main
administrative space and food arena will be located down stairs to keep the
upper floors quiet and more student friendly. All these efforts are to ensure
high performance of the recreational center.
4.2 Schematic Design
Exposed side on the right of the structure that allows for view and vista
towards the entire campus and lake. The food arena is positioned below the
main recreational space to provide a cooling and comfortable outdoor space
for the students all day round.
This plan view shows the diagonal
axis of human circulation that
travels through the open ground
floor plan with trees and vegetation
greeting the users at the entrance
and exit of the station. The food
arena is located at the center of the
station to serve as an attraction for
the students to stop and socialize.
The entrance is located adjacent to
the main circulation through the
building. There are two access up
to the first floor to allow students to
reach and leave the recreational
spaces directly without passing
through in-between spaces.

The above sketch shows the sun path over the proposed station, and the
green facades are designed with openings or balconies to get full exposure to
the cool natural lighting in the morning, while the red regions are sealed up to
minimize penetration of hot sunlight in the afternoon. The vegetation also
serve as natural shading for the two inner facades, allowing there to still be
small amount of openings.
The simple site plan shows the direction from which a majority of students
access the car park from, making our site a very strategic location to take
advantage of the users. There also major exposure from the eastern and
northern direction, being the body of water, commercial block and hostel on
the north and the sports arena on the right.

4.2.1Container Studies
The common types of ISO shipping containers are:
• 20 GP (standard type)
• 40 GP (standard type)
• 20 HC (meaning High Cube. It is 1 foot taller than a standard 20 GP)
• 40 HC (meaning High Cube. It is 1 foot taller than a standard 40 GP)
• Open top (not commonly used for construction)
• Open side (not commonly used for construction)
• Freezer or Refrigerated (not recommended for ISBU home construction
Standard Type Containers
Dry containers 20' and 40' (general purpose) are manufactured from either
aluminium or steel. They are suitable for most types of cargo. Aluminium dry
containers have a slightly larger payload than steel, and steel dry containers
have a slightly larger internal cube.

ISO Standard Type Container Specifications
20′ container 40′ container
Imperial Metric Imperial Metric
external
dimensions
length 19′ 10.5″ 6.058 m 40′ 0″ 12.192 m
width 8′ 0″ 2.438 m 8′ 0″ 2.438 m
height 8′ 6″ 2.591 m 8′ 6″ 2.591 m
interior
dimensions
length 19′ 3″ 5.867 m 39′ 5 45⁄64″ 12.032 m
width 7′ 8 19⁄32″ 2.352 m 7′ 8 19⁄32″ 2.352 m
height 7′ 9 57⁄64″ 2.385 m 7′ 9 57⁄64″ 2.385 m
door
aperture
width 7′ 8 ⅛″ 2.343 m 7′ 8 ⅛″ 2.343 m
height 7′ 5 ¾″ 2.280 m 7′ 5 ¾″ 2.280 m
internal volume 1,169 ft³ 33.1 m³ 2,385 ft³ 67.5 m³
Maximum gross weight 66,139 lb 30,400 kg 66,139 lb 30,400 kg
empty weight 4,850 lb 2,200 kg 8,380 lb 3,800 kg
net load 61,289 lb 28,200 kg 57,759 lb 26,200 kg
Advantages of using Containers as Building Component
Strength & Durability
-An ideal building material.
-Designed to carry heavy loads, stacked in high columns, resist harsh
environments - weather and resistant to salt corrosion, etc.
Modular
-Made to standard measurements and provide modular elements that
combine into larger structures - This simplifies design, planning and transport.
-Due to the containers modular design additional construction is as easy as
stacking more containers - They can be stacked up to 12 high when empty.
Transport
-Pre-fabricated modules can also be easily transported by ship, truck or rail
-Used shipping containers are easily available across the globe.
Low structural cost, high strength
-Available at low costs (compared to a finished structure built by labor-
intensive means such as bricks and mortar, which also require larger more
expensive foundations)
-Construction involves very little labor and requiring only simple modification
-Can be purchased from RM4800 each (used) to RM2500 (new)
-Shipping containers offer a huge structural strength for a fraction of the cost
of traditional timber steel and concrete constructions

4.2.2 Design Development
1. The first massing model shows the basic form
that fits into the setback of the site boundary.
2. The second model is split diagonally by the
human circulation that cuts through the site to
get to and from the campus.
3. The third model shows the attempt to take
advantage of the high human circulation
through adding a main program which would
be the food arena because it suits the outdoor
space.
4. The forth model shows the addition of a
second floor to house the other main
programs which is the recreational space for
the students to interact in and socialize.
5. The subtraction of solids in the fifth model
gives opportunity for landscaping to be
introduced into the outdoor spaces while
allowing the upper floor to also enjoy the
greenery.
6. Adding a third floor to the top creates a new
program which is as an observation deck due
to its excellent vantage point for views and
vistas.

4.2.3 Spatial Analysis
The first render is the front elevation and the second render is the side
elevation that faces the northwest. There are lots of openings and balconies
on both of these facades to allow healthy sunlight to illuminate the
recreational spaces on the first floor. The observation deck is located on the
upper floor for the views and vistas. The food arena is located on the ground
floor to attract users into the space with its noise and crowd, also to keep the
noisier spaces at the bottom to avoid disrupting the peace on the recreational
activities upstairs and also the observation deck. The services like toilets and
administrative office is also on the ground floor to provide a convenient
experience for users.

4.2.4 Schedule of space
Name of space Level Space Type Area
Administrative Office G Administrative 12m2
Food Arena G Food & Beverages 106m2
Food Stalls G Commercial 24m2
Recreational Spaces 1 Public 75m2
Reading Lounge 1 Public 70m2
Relaxation & Pool Room 2 Public 55m2
Rooftop Observation
Deck
2 Outdoor Public 110m2
Toilets G Restroom 29m2
Ground floor
First floor
Rooftop

Taylor's University Sdn. Bhd.
SWIFT MECHANICAL & ELECTRICAL SDN. BHD.
BY CIVIL & STRUCTURAL SDN. BHD.
JDSCAPE SDN. BHD.
THW QUANTITY SURVEYOR SDN. BHD.
J.O
GROUND FLOOR PLAN
SCALE 1:100
Swift
4.3 Orthographic drawings

JDSCAPE SDN. BHD.
J.O
FIRST FLOOR PLAN
SCALE 1:100
Swift

JDSCAPE SDN. BHD.
J.O
SECOND FLOOR PLAN
SCALE 1:100
Swift

JDSCAPE SDN. BHD.
J.O
ROOF PLAN
SCALE 1:100
Swift

JDSCAPE SDN. BHD.
J.O
FRONT ELEVATION
SCALE 1:100
Swift
RIGHT ELEVATION
SCALE 1:100

JDSCAPE SDN. BHD.
J.O
BACK ELEVATION
SCALE 1:100
Swift
LEFT ELEVATION
SCALE 1:100

JDSCAPE SDN. BHD.
J.O
SECTION B - B
SCALE 1:100
Swift
SECTION A - A
SCALE 1:100

4.4 Renderings
Overview
Roof top garden

Chilling spot
Stairs to second floor

4.5 Cost breakdown
No. Item
Quan
tity
Cost
Total
cost
Container
1 20ft (Used) 6 4800 28800
2 40ft (Used) 8 7000 56000
Floor
Timber Floor Decking 50
3 2590mmx12000mm Timber Floor Decking 8 775 12400
4 2590mmx6000mm Timber Floor Decking 6 387.5 4650
Wall
Container Wall Insulation Foam Panels 5
5 2590mmx12000mm Insulation Foam Panels 11 155 1705
6 2590mmx6000mm Insulation Foam Panels 8 77.5 620
7 2590mmx2400mm Insulation Foam Panels 17 31 527
Container Timber Wall Decking 36
8 2590mmx12000mm Timber Wall Decking 11 372 12276
Windows
11 1700mmx950mm window with aluminum framing 3 200 600
15
4950mmx2400mm glazing tempered glass with
steel frame
1 3500 3500
16
2590mmx2400mm glazing tempered glass with
steel frame
6 2000 12000
Doors
17
2500mmx3000mm double leaf glass door with
steel frame
3 420 1260
Washrooms
18 Ceramic Basin 4 200 800
19 Ceramic Toilet Bowl 8 500 4000
20 Partition Wall 9 200 1800
Total cost for architectural components: RM151297

5.0 Landscape Design
5.1 Existing Softscape Condition

1
2
3
1
Site condition
Pedestrian access to campus
West facing highway
South facing DK Senza
2
3
Exiting site is a post construction site with no proper management and being a
temporary informal parking spot. Trees and plants grew without being trimmed,
arranged or proper planning For Site 1 and 2, plants on site are rather short and
serves no shading purpose, more of being a mosquitoes breeding ground. Site 3
serves its purpose of shading the cars. However, if trees around the area is
removed, leaving more space for ingress and egress traffic and replant with proper
planning, it can serve more purpose of shading cars and being a wayfinding for
drivers to enter or exit the car park, but most importantly, it brings up the aesthetic
value, not only to the car park itself but also to the to-be-built architectural
workshop.

5.2 Existing Hardscape Condition

3
Fence in strip 1 (stainless steel) is still in good condition, however fence in site 2 has
rusted,deformed and overgrew with creepers. New fence is needed, preferably same with
strip 1 for security purpose. Patrol booth has not been in use since years ago. Part of land
on site forms puddle during rain and can be dangerous to pedestrain and future users of
building, therefore the land need to be revised and flatten, paved with alsphalt if possible.
1
Site condition
Existing fence facing Jalan Taylors
Rusted fence and patrol booth
Existing soil condition
2
3
2
1

5.3 Proposed landscape layout
Landscape design is seperated into exterior and interior landscape as stated
below and shown in site plan:

Exterior landscape Interior landscape
Softscape Hardscape Softscape Hardscape
Bucida Molineti tree Asphalt road Polyalthia
Longifolia tree
Wooden deck
Red sealing wax
palm
Red brick
pavement
Spider Plant Garden furnitures
Red ginger plant Wooden pergola Trellis panels
Lantana Camara
flower
Gravels
Interior landscape
Exterior landscape
Existing landscape

5.3.1 Softscape layout

1
2
3
5
4
6

1. Red sealing wax palm
(Cyrtostachys renda)
2. Red ginger plant
(Alpinia purpurata)
3. Big-sage
(Lantana camara)
4. Ashoka
(Polyalthia longifolia)
5. Spider plant
(Chlorophytum comosum)
6. Dwarf Geometry tree
(Bucida Molineti)

5.3.2 Hardscape layout

1
2
3
5
4
7
8
6

1. Wooden pergola 2. Garden bench
3. Garden furniture 4. Wooden deck
5. Gravels 6. Trellis lattice panel
7. Red brick pavement 8. Asphalt road

No. Name of
plant
Maxim-
um
height
Maxi-
mum
diam-
eter
Weight Root
depth
Price Description
1 Red
sealing
wax
palm
3m 30mm 5kg 40cm RM150
per pot
-Bright red crown shafts and leaf
sheaths
- High demand for gardening and a
landscaping projects in tropical
countries.
-Palm grows well in full sun or shade
but needs humid conditions and well-
draining soil
2 Red
ginger
plant
1m 15mm 1.5kg 15cm RM35
per pot
-native Malaysian plants with
showy flowers on long brightly colored
red bracts
- grown as a houseplant and its cut
flowers can be used in arrangements.
3 Big-sage 60cm 15mm 1.5kg 15cm RM30
per pot
-Often planted to embellish gardens,
native to the American tropics.
-Small tubular shaped flowers which
are arranged in clusters in terminal
areas stems.
-The flower has a Tutti Frutti smell
with a pepper undertone.
4 Ashoka 4m 50mm 4kg 40cm RM200
per pot
-Commonly planted due to its
effectiveness in alleviating noise
pollution
-Tree exhibits symmetrical pyramidal
growth with willowy weeping
pendulous branches and long narrow
lanceolate leaves with undulate
margins.
5 Spider
plant
30cm 10mm 1kg 10cm RM20
per pot
-Easy to grow as
a houseplant; variegated forms are the
most popular.
-Flowers are produced in a long
branched inflorescence
-The inflorescences carry plantlets at
the tips of their branches, which
eventually droop and touch the soil,
developing adventitious roots.
6 Dwarf
Geometry
tree
4m 50mm 5kg 50cm RM250
per pot
-Small, low and picturesque spreading
plant with unique ‘flat’ branch grow
pattern.
-The twigs are growing densely in
storeys on whorls around the trunk.
Flowers are yellow and insignificant,
followed by clusters of tiny brown
fruits.
5.4 Selection of vegetations

5.5 Perspective renderings

Perspective renderings are provided showing the artist impression of each of
the interior and exterior spaces.

1
2
3
4

5.5 Renderings
1. Entrance view
2. Outdoor chilling spot

3. Rooftop garden
4. Rooftop entrance

5.6 Cost breakdown

Item Description Quantity Cost
Amount
(RM)
Softscape
1
5mm Polycarbonate Awning
Pergola (including installation)
1 2000 2500
2 Windsor Teak Garden Bench 4 800 3200
3
Bamboo furniture garden set (4
chairs + 1 coffee table with glass top)
4 1200 4800
4
Outdoor WPC decking floor wood
plastic composite (including
installation)
16 150 2500
5 White granite gravels 50 600 30000
6 Trellis lattice panel (120cm X 250cm) 2 160 320
7 Clay bricks (720pcs/pallet) 8 270 2160
Hardscape
8 Red sealing wax palm 7 150 1050
9 Red ginger plant 60 35 2100
10 Big-sage 20 30 600
11 Ashoka 8 200 1600
12 Spider plant 18 20 360
13 Dwarf Geometry tree 7 250 1750
Total cost for landscape: RM52940

6.0 Civil & Structural Engineering
6.1 Earthwork and roadwork
Earthworks

The site is an open public parking area for Taylor’s student; it is covered with
sand and crusher run stone with serious flooding issue after rain. In
preparation for start work, a portion of the crusher run stone surface will be
cleared before flattening, leveling and excavating the soil for the ‘Recreational
District’.
In preparation for start work, a portion of the crusher run stone surface will be
cleared before flattening, leveling and excavating the soil for the pavilion.

Area of clearance and excavation

Road works

To incorporate with landscaping system of our site we are proposing turf
stone paving works for car parks around the building to link from the main
vehicular entrance and small pedestrian opening to our site for ease
movement.

6.2 Foundation system
Raft foundation
As this is a ‘Recreational District’, a basic raft foundation using large concrete
slab is proposed, at the highlighted area, for its cheaper, easier to install and
most importantly, did not require as much excavation as the usual strip
foundations. The foundation shown below is a typical slab on grade
application for a 1000sf (three 40' containers) shipping container
home design. There is a 24' x 40' perimeter foundation wall made from
precast concrete panels, but could easily be CMU block or poured
concrete. The perimeter was excavated and trench filled with gravel (for
drainage). The precast panels were dropped in via a crane and tied together.
The panels included insulation and exterior water proofing membranes added
at the factory. Utilities (water, electrical, and gas supply lines) are run to the
base of the foundation and then to there respective locations in
plan. Foundation walls were then back-filled, soil compacted, gravel added,
rebar laid out, and then slab poured. In addition, raft foundation spreads the
weight of the container over the whole ground floor area. The raft is laid on a
hardcore, or scalping bed and usually thickened at the edges, especially in
very poor ground. Rafts are most suitable when the ground is of good load
bearing capacity and little work is required to get a solid foundation.

Image of raft foundation after rebar
was laid out before concrete
finishing was poured.
Image of completed raft foundation
Raft foundation details

Container Footing

A container is built as an in part connected with its entire periphery welded to
the body, the chances of uplift and suction force is highly impossible. However,
the whole container would need to be secure on the ground or on foundation
to prevent it being blown away by storm or strong wind. The containers units
are welded on steel post with 500 x 500mm width footing buried at 500mm
deep into the ground. The utilities (water, electrical, and gas supply lines) are
run to the base of the container to the respective locations proposed in plan
by M&E engineer.
Image of steel footing
to be connected to
base of container
Workers welding steel footing to base of container

6.3 Structural components

Exploded diagram of a container

Containers are designed to bear load at their corner post

The image illustrates the basic structural components of a container. The type
of containers we are using is 20ft Container (6.1m Lx 2.44m W x 2.6m H) and
40ft Container (122m Lx2.44m W x 2.6m H) due to its ease of availability in
the market The corrugation panels (roof, sides, and back floor, purlins, front
doors, frame, and rails of a container forms an integrated structural skin. They
are strong and made to carry floor loads far more than what is required for
typical home construction. Therefore, no extra structural support is required
on sidewalls and doors of the containers. However, modifying and cutting
openings weakens its existing structural system. It is recommended that
aluminum powder coated framing to be used to frame out the opening created.

Extra bracing can be added to the roof for hanging fixtures required. The
floors are made with treated plywood. Thus, it is strong, resilient, does not
dent, insect resistant and can be replaced easily for repair. A thin layer of
interior finishing (vinyl, carpet, etc.) can be laid on top for a more sophisticated
interior finishing.
Every container is designed with a fitting at every corner due to its original
intention to be stacked up during shipment. This design allows the load to be
distributed at the four corners through the corner posts. This explains the
importance of the corner post as well as the panels in contribution to the
structural rigidity and stability.

6.3.1 Container to foundation

A container for foundation plate weld
Installation of container to pad footing

Steel plate and reinforced concrete bars are being set in concrete off-site.
During installation, steel plates fitted inside the corner fittings, acting as heavy
duty washer for the blots.
Advantages
-The most secure method
-Not difficult for a handy person
-Simply weld the containers together

6.3.2 Container to container

Foundation to container details
Container to container weld
All corner blocks are
welded to each other to
make sure containers
will not dislocate

6.3.3 Connection to connection

Corner castings also known as corner fittings are the structural element to
allow 2 shipping containers to be connected both vertically and horizontally at
the 8 corners of a shipping container.

Container to container connection
Corner castings around container

Installation process
1. Open bridge clamp by twisting shaft.
2. Insert bridge clamp across adjacent corner casting; ensure grip hooks
are inside the corner casting.
3. Use central spanner point to tighten grips
4. Tighten lock nut to adjacent grip to ensure its is tighten
The design construction and installation required perfect sealing of shipping
containers in order to prevent any means of damages. Another connection
method is known as welding.

Corner casting upper and lower dimensions

6.4 Tensile roof construction
Tent structure system
Saddle Roof
-Four or more point system when the fabric is stretched between a set of
alternating high and low points
- By running a cable in a parallel pattern with opposite curvature, a slight
saddle is created. Alternating ridge and valley cables create a series of small
curvatures in the membrane—a scenario that creates a unique undulating
surface.
Construction Materials
-For external use we are proposing to use PVC coated polyester as daily use
element, it can transmit daylight and reflect heat,
Control sound, and be easy to keep clean.
-PVC-coated polyester fabric is the oldest and one of the most commonly
used materials on fabric structures. It has a high tensile and tear strength but
low durability as it tends to deteriorate from UV radiation. It also exhibits creep
behavior, losing significant levels of pre-stress over time and sometimes
requiring membrane re-stressing. Many consider its low durability and lifespan
of 10-15 years a barrier to application as permanent structure.
PVC coated polyester
Comparision of PTFE coated fiberglass and PVC coated polyester
Membrane tensile strength

Advantages Disadvantages
-Unique designs
-Lightweight and flexible
-Environmentally sensitive
-High strength weight ratio
-Little to no rigidity
-Loss of tension is dangerous for
stability
-Thermal values limit use
Membrane plate
-Provide a link between the membrane and structural elements
-Membrane plates accept centenary cables and pin connection hardware
Membrane forms the enclosure of the structure. Connections can be glued or
heat welded.
Tripod head with
centetary cables
Centenary cables at a
side connection
Extruded section with
membrane plate and
centenary cables
Tensioner

Cable clamps
Edge cable with clamps. Used mainly for PTFE-coated fiberglass fabric, but
also for PVC coated polyester fabric when edge spans are longer than 20m.
Environmental Impact
-Longer life cycles of materials
-Materials can be re-used in form
-Most materials are completely recyclable
-Less impact on site
-Less construction debris after demolition
Critical aspects to ensure that has an efficient installation process:
1.Develop an effective means and method of installation
2.Ensure that you have the right equipment and tools on site
3.Adequate shake out area. Protect the membrane form sharp surfaces
4.Be mindful of the weather
5.Thorough inspection of all connections
6.Close out and sign off with the client or GC
Solar behaviour
Sections of cable clamp cable clamp through membrane

6.5 Container Modification
-When cutting or removing any of the panelings, considerable reinforcement
would be needed to replace the support being lost
-Steel Framing will be required to frame out the opening

Container Deformation Container Reinforcement

The Structural of Container Modifications Image of Container

6.6 Construction process

1.Build a foundation
In our case where we are to build on the surface of the lake, the floating dock
system is used to provide buoyancy driven experience to the visitor. This
floating foundation system is chosen based on its features and advantages
that benefits the whole project economically and relating to the built context.
2. Place the containers
The containers are going to be placed on site using crane that Is easy,
efficient, and safety.
3. Connect the containers
Several ways are used on different parts to combine to containers, such as
bolts, specialized clamps, or through welding. Since the pavilion proposed is a
permanent builtform, welding is proposed as the connecting method for most
of the parts.
4.Add Reinforcement
Structural reinforcement are required to replace the support being lost when
the side panels are removed. The columns and beams are proposed to be
stitch welded to the containers for greater stability.
5. Modification
Removal of side panels is required if the passage between the containers or
the windows and door openings are needed. Plasma cutter and cutting torch
are proposed to make openings.
6. Seal the cracks
To seal the gaps between containers resulted by the removals of interior
walls, steel strips could be welded on the side gaps. Other solution could be
the backer rod. spray foam, and caulk. After all, doors, windows. subfloors
and electrical conduit are to be added based on the preference of the client.
7. Infill
After all, doors, windows, subfloors and electrical conduit are to be added
based on the preference at the client.

6.7 Cost breakdown
No. Item Quantity Cost Total cost
Substructure
Excavation
1 Machine excavation remove top soil 16 300 4800
2
Excavation on trench to receive raft
foundation
30 78 2340
Foundation
3
Precase reinforced concrete (grade 45)
raft
75 20 1500
4
Foundation mild steel high tensile to raft
foundation trench
2000 2 4000
5
Reinforced concrete (grade25) in
substructural works
300 35 10500
6 Asphalt paving, road work 1200 110 132000
Superstructure
Structural Steel Work
7
Universal steel beam (4.8m x 8);
(84.5kg/m)
3245 2 6490
8
Universal steel column (3.3m x 12);
(84.5kg/m)
3346 2 6692
9
Apply 1 coat of intumescent 1 hour fire-
rating paint to hot dipped galvanized
structural steel
200 12 2400
PVC coated polyester tensile waterproof
membrane roof (30m2
x8)
30 60 1800
Joints
10 Stainless steel plate (200mm x 210mm) 60 11 660
Staircase and finishes
11
Stainless Steel Staircase with hot dipped
galvanised finish (overall size 912mm x
6970mm x 3450mm high)
3 3152 9456
Total cost for C&S Engineering: RM182638

7.0 Mechanical & Electrical Engineering
7.1 Electrical system

First floor plan
Lighting plan

Types of lightings and fixtures
TYPES OF FIXTURE Pendant LED Bulb
IMAGE
TYPE OF LUMINOUS Warm White
LUMINOUS FLUX ( lm ) 2000 lm
POWER ( W ) 120 W
COLOR TEMPERATURE ( Kelvin ) 2700 Kelvin
BULB FINISH White coated
VOLTAGE ( V ) 220 - 240 V
COLOR RENDERING INDEX ( CRI ) 80
LUMEN MAINTENANCE FACTOR 0.7
DIMENSIONS ( mm ) H = 132 mm , W = 69 mm
LIFE HOURS ( Hours ) 15,000
QUANTITY 25

TYPES OF FIXTURE Patio Light Stringer
IMAGE
TYPE OF LUMINOUS Warm
POWER ( W ) 8 W
BULB FINISH -
VOLTAGE ( V ) 120 V
DIMENSIONS ( mm ) L = 330 ft.
QUANTITY 15

TYPES OF FIXTURE LED Edison Bulb
IMAGE
TYPE OF LUMINOUS Very Warm White
POWER ( W ) 6 W
BULB FINISH White coated
VOLTAGE ( V ) 120 V
DIMENSIONS ( mm ) H = 100mm , L = 60mm
QUANTITY 60

TYPES OF FIXTURE Sconce Lighting Lamp
IMAGE
TYPE OF LUMINOUS Warm White
POWER ( W ) 14 W
COLOR TEMPERATURE ( Kelvin ) 2700 – 3200 Kelvin
BULB FINISH Painted
VOLTAGE ( V ) 110 V
DIMENSIONS ( mm ) H = 1.18 in. , W = 3.35 in. , L = 16.14
in.
QUANTITY 13

TYPES OF FIXTURE SINGLE GANG LIGHT SWITCH
IMAGE
WEIGHT 59g
QUANTITY 6
TYPES OF FIXTURE TWO GANG LIGHT SWITCH
IMAGE
WEIGHT 100g
QUANTITY 3

TYPES OF FIXTURE THREE GANG LIGHT SWITCH
IMAGE
WEIGHT 181g
QUANTITY 2
TYPES OF FIXTURE LIGHTING TIMER
IMAGE
DIMENSIONS 55 MM deep, 75MM square
CAPACITY 16A resistive load, up to 3840W at 240V
QUANTITY 1

7.2 Stormwater and wastewater system
Stormwater system

Lightweight PVC Drainage system
PVC piping system is a product that offers reliable and durable service for
various usages. It provides tremendous weight advantage, reducing number
of installers needed as well as lower cost for transportation with higher
payloads. Its resistance to fracture increases its performance advantage due
to its ability to yield under loadings with its elasticity, which also reduces the
magnitude of pressure surges. Besides that it is a non-toxic, environmental
friendly, and safe material, it offers watertight joints that outperformed
traditional pipe products. Most importantly, it is durable and insulated from
exposing to direct sunlight when installed to the containers.
uPVC Sanitary System
The system is used for transportation of potable water for domestic usage as
well as ground water for land engineering. It also commonly used for
disposing off sewage and venting system. The piping system offers ability to
withstand the flow of aggressive water. This results in the piping system’s
suitability to be applied on site due its location beside Sungai Klang, and the
high average rainfall in Malaysia. It is also resistance to a number of
chemicals and corrosions, providing best solution of long-term piping system.
Besides that, it is ideal for water distribution systems that able to carry
drinking water and advantageous for sewage systems as there is no buildup
of deposits inside the surface. Thus, enabling consistent use of building
system components.

Schematicdiagramofsanitaryand
drainagesystem
Wastewatersystem

Gutter, downpipe and sanitary pipe layout

7.3 Fire protection system

Active Fire Protection
Active fire protection is a group of system that requires some amount of action
in order to work efficiently in the event of fire. The systems can be manually
operated or automatically, with some amount of motion. It includes fire and
smoke alarm systems, sprinkler systems and fire extinguisher. The fire and
smoke alarm system are used to detect the event of fire, the sprinkler system
is used to slow the growth of fire activity, whereas the fire extinguishers are
used to put out the fire or to clear route for evacuation.
Fire Alarm System
The fire alarm system offers reliability and efficiency in the event of fire
emergency could occur, activated manually or automatically. The system
capability of alerting all individuals in a building ensure everyone is protected
and evacuate safely. Insurance fees are reduced at premium rates as well for
buildings installed with proper fire alarm system.
The system consists of a control panel that is connected to the smoke
detectors; break glass alarm trigger, heat detectors, water sprinklers, fire
alarm bell etc. During the fire activity, the heat detector will set off the water
sprinkler and fire alarm bell within the premises simultaneously.

Diagram of Fire Alarm System

Fire protection layout
Ground floor plan

Types of fire protection gadgets
Break Glass Alarm Trigger
Image of Fixture
Product Dimension (mm) 86mm x 86mm x 50mm
Voltage Range 24V DC
Alarm Current 30mA
Material Fire Proof Plastics
Weight 200g
Color Red
Sub-Function Phone jack: Confirmation
LED: Reset button
Quantity 6
KELUAR Signage
Image of Fixture
Operating Voltage 240 VAC
Emergency Operation Duration Min. 4 hours
Light Source Super bright white LED
Charger Solid State Charger
Face Single
Enclosure Material ABS Engineering Plastic
Weight 1kg
Quantity 5

Dry Powder Fire Extinguisher
Image of Fixture
Product Dimension (mm) 405mm Height, 130mm DIA.
Propellant Nitrogen
Capacity 3kg dry powder
Head Valve Controllable Brass Valve with
Gauge
Working Temperature Range -20°C ~ 60°C
Discharge Time > 9sec.
Approx. Effective Range 3m
Body Material Mild Steel
Fire Rating 13A/55B
Quantity 6
Heat Detector
Image of Fixture
Product Dimension (mm) 111m DIA. x 45mm
Ambient Temperature 0°C ~ 55°C
Voltage Range 12V ~ 30V DC
Alarm Current 40mA
Material Fire-Proof Plastic
Weight 130g
Color White
Quantity 3

Fire Alarm
Image of Fixture
Product Dimension (mm) 152.4mm DIA.
Current Draw 0.030A
Operating Temperature Range -31°F ~ 140°F
Operating Voltage Range 19.2 - 26.4 V DC
Sound Output 85 dBA
Quantity 2
Fire Alarm Control Panel
Image of Fixture
Power Supply Input 240V AC 50Hz
Charger Auto
End of Line 8K2 Ohms
Auxiliary Output 24V 1Amp
Quantity 1

7.4 Mechanical ventilation system
Types of indoor and outdoor units
Types of Fixture LG A5UQ48GFA0 5.0HP
Inverter Outdoor Unit
Image of Fixture
Cooling Capacity 7640 ~ 48000 ~ 55200
Total Piping Length (Max.) 85m
Power Supply ø,V,Hz 1/230/50
Net Weight 84kg
No. of Connection to Indoor Units (Max.) 5
Quantity 1
Types of Fixture LG - 18k BTU - Ceiling Cassette with Grille
Image of Fixture
Product Dimension (mm) 711.2mm x 711.2mm x 60.96mm
Air Flow 388CFM - 459CFM
Remote Control Wireless
Voltage 208Volts
Frequency 60Hz
Net Weight 19kg
Quantity 3

Types of Fixture LIBERO-E- 2.5kW Wall Mounted Inverter Air
Conditioner
Image of Fixture
Air Flow 12m³/min - 27m³/min
Total Piping Length 3m - 15m
Power Supply Ø/V/HZ 1 / 220-240/ 50
Frequency 47Hz
Net Weight 11kg
Quantity 1
Ground floor plan

Second floor plan
First floor plan

7.5 Renderings
Exterior lightings
Interior lightings

7.6 Cost breakdown
No. Item Quantity Cost Total cost
Air Conditioning System
1
LG A5UQ48GFA0 5.0HP Inverter
Outdoor Unit
1 8840 8840
2
LG - 18k BTU - Ceiling Cassette
with Grille
3 4200 12600
3
LIBERO-E 2.5kW Wall Mounted
Inverter Air Conditioner
1 915 915
Electrical System
4 Lighting Timer 1 27 27
5 Distribution Box 1 180 180
6 Electric Meter 1 106 106
Light Fixtures
7 Philips Pendant LED Bulb 25 85 2125
8 Patio Light Stringer 15 19.80 297
9 PLT LED Edison Bulb 60 21 1260
10
ELINKUME Sconce Lighting
Lamp
13 170 2210
Plug points
11 10A One Gang One Way Switch 6 7 42
12 10A Two Gang One Way Switch 3 10 30
13 10A Three Gang One Way Switch 2 13 26
Drainage System
14
32-315mm uPVC Non-Pressure
Soil and Waste pipe
80
0.64-
424.20
16000
Rainwater Harvesting System
15
Harvest Rainwater Lightweight
PVC Rain Drain Pipe
140 0.42-7.64 1000
Fire Protection System
16 Break Glass Alarm Trigger 6 32 192
17 Econlite KELUAR Signage 5 118 590
18
Fire Fighter Dry Powder Fire
Extinguisher
6 115 690
19 Heat Detector 3 130 390
20 Fire Alarm Bell 2 130 260
21 Fire Alarm Control Panel 1 510 510
Total cost for M&E engineering: RM48290

8.0 Costing
8.1 Property details
Location : No.1, Jalan Taylor’s, 47500 Subang Jaya,
Selangor Dahrul Ehsan, Malaysia.
Proposed Site : In existing open car park (Zone I), facing road
turning corner.
Function : Recreation Station
Time Frame : 1 year
Total Build up Area : 600m2
Project Budget : RM1,500,000
Estimated price per sq. ft: RM232

8.2 Overcoming limited budget
All consultants had come to an agreement of using second hand shipping
containers as building components instead of buying new shipping containers
which costs 3 times higher.
Container Details
20′ container 40′ container
external
dimensions
length 6.058 m 12.192 m
width 2.438 m 2.438 m
height 2.591 m 2.591 m
interior
dimensions
length 5.867 m 12.032 m
width 2.352 m 2.352 m
height 2.385 m 2.385 m
door
aperture
width 2.343 m 2.343 m
height 2.280 m 2.280 m
internal volume 33.1 m³ 67.5 m³
maximum
gross weight
30,400 kg 30,400 kg
empty weight 2,200 kg 3,800 kg
New container which costs RM15,000 Used container which costs RM4,800

net load 28,200 kg 26,200 kg
8.2 Bill of quantities
Architectural
Item Description Unit
Unit
Price
(RM)
Quantity
Amount
(RM)
Container
1 20ft (Used) unit 4800 6 28800
2 40ft (Used) unit 7000 8 56000
Floor
Timber Floor Decking M2
50
3
2590mmx12000mm Timber Floor
Decking
unit 775 8 12400
4
2590mmx6000mm Timber Floor
Decking
unit 387.5 6 4650
Wall
Container Wall Insulation Foam
Panels
M2
5
5
2590mmx12000mm Insulation
Foam Panels
unit 155 11 1705
6
Foam Panels
unit 77.5 8 620
7
Foam Panels
unit 31 17 527
Container Timber Wall Decking M2
36
8
2590mmx12000mm Timber Wall
Decking
unit 372 11 12276
9
Decking
unit 186 8 4464
10
Decking
unit 75 17 3825
WIndows
11
1700mmx950mm window with
aluminum framing
unit 200 3 600
12
aluminum framing
unit 170 3 510
13
aluminum framing
unit 160 3 480
14 1400mmx700mm window with unit 180 6 1080

aluminum framing
15
4950mmx2400mm glazing
tempered glass with steel frame
unit 3500 1 3500
16
2590mmx2400mm glazing
tempered glass with steel frame
unit 2000 6 12000
Doors
17
2500mmx3000mm double leaf
glass door with steel frame
unit 420 3 1260
Washrooms
18 Ceramic Basin unit 200 4 800
19 Ceramic Toilet Bowl unit 500 8 4000
20 Partition Wall unit 200 9 1800
Total 151297
Civil and Structural
Unit Price
(RM)
Quantity
Amount
(RM)
Substructure
Excavation
1
Machine excavation remove top
soil
unit 300 16 4800
2
Excavation on trench to receive
raft foundation
unit 78 30 2340
Foundation
3
Precase reinforced concrete
(grade 45) raft
M3
20 75 1500
4
Foundation mild steel high tensile
to raft foundation trench
kg 2 2000 4000
5
Reinforced concrete (grade25) in
substructural works
M3
35 300 10500
6 Asphalt paving, road work M2
110 1200 132000
Superstructure
Structural Steel Work
7
Universal steel beam (4.8m x 8);
(84.5kg/m)
kg 2 3245 6490
8
Universal steel column (3.3m x
12); (84.5kg/m)
kg 2 3346 6692
9 Apply 1 coat of intumescent 1 kg 12 200 2400

hour fire-rating paint to hot dipped
galvanized structural steel
PVC coated tensile waterproof
membrane roof
M2
30 60 1800
Joints
10
Stainless steel plate (200mm x
210mm)
unit 11 60 660
Staircase and finishes
11
Stainless Steel Staircase with hot
dipped galvanised finish (overall
size 912mm x 6970mm x 3450mm
high)
unit 3152 3 9456
Total 182638
Mechanical and Electrical
Unit Price
(RM)
Quantity
Amount
(RM)
Air Conditioning System
1
LG A5UQ48GFA0 5.0HP Inverter
Outdoor Unit
unit 8840 1 8840
2
LG - 18k BTU - Ceiling Cassette
with Grille
unit 4200 3 12600
3
LIBERO-E 2.5kW Wall Mounted
Inverter Air Conditioner
unit 915 1 915
Electrical System
4 Lighting Timer unit 27 1 27
5 Distribution Box unit 180 1 180
6 Electric Meter unit 106 1 106
Light Fixtures
7 Philips Pendant LED Bulb unit 85 25 2125
8 Patio Light Stringer unit 19.80 15 297
9 PLT LED Edison Bulb unit 21 60 1260
10
ELINKUME Sconce Lighting
Lamp
unit 170 13 2210
Plug points
11 10A One Gang One Way Switch unit 7 6 42

12 10A Two Gang One Way Switch unit 10 3 30
13 10A Three Gang One Way Switch unit 13 2 26
Drainage System
14
32-315mm uPVC Non-Pressure
Soil and Waste pipe
m
0.64-
424.20
80 16000
15
Harvest Rainwater Lightweight
PVC Rain Drain Pipe
m 0.42-7.64 140 1000
Fire Protection System
16 Break Glass Alarm Trigger unit 32 6 192
17 Econlite KELUAR Signage unit 118 5 590
18
Fire Fighter Dry Powder Fire
Extinguisher
unit 115 6 690
19 Heat Detector unit 130 3 390
20 Fire Alarm Bell unit 130 2 260
21 Fire Alarm Control Panel unit 510 1 510
Total 48290
Landscape
Unit Price
(RM)
Quantity
Amount
(RM)
Soft scape
1
5mm Polycarbonate Awning
Pergola (including installation)
unit 2000 1 2500
2 Windsor Teak Garden Bench unit 800 4 3200
3
Bamboo furniture garden set (4
chairs + 1 coffee table with glass
top)
set 1200 4 4800
4
Outdoor WPC decking floor wood
plastic composite (including
installation)
M2
150 16 2500
5 White granite gravels ton 600 50 30000
6
Trellis lattice panel (120cm X
250cm)
unit 160 2 320
7 Clay bricks (720pcs/pallet) unit 270 8 2160
Hardscape
8 Red sealing wax palm unit 150 7 1050

9 Red ginger plant unit 35 60 2100
10 Big-sage unit 30 20 600
11 Ashoka unit 200 8 1600
12 Spider plant unit 20 18 360
13 Dwarf Geometry tree unit 250 7 1750
Total 52940
Labour
Item Description Days
Rate/Day
(RM)
Quantity
Amount
(RM)
1 Carpenter 40 90 4 14400
2 Skilled Worker 30 120 8 28800
3 General Worker 60 90 10 54000
4 Electrician 15 120 5 9000
5
Installer
5 120 3 1800
6 Plant and Equipment Operator 40 120 5 24000
Total 132000
Total Construction Cost
Item Description
Amount
(RM)
1 Architectural 151297
2 Civil and Structural 182638
3 Mechanical and Electrical 48290
4 Landscape 52940
5 Labour 132000
Total 567165

8.4 Summary
After the estimations and calculations of the construction cost, the total
construction cost for the Recreation Station is RM565,365. The amount
mentioned excludes the cost and rental of the land as the land has already
been owned by the client, Taylor’s University.
Other Cost
Ite
m
Description
Percentage
(%)
Construction
Cost (RM)
Amount
(RM)
1 Authority Cost 3 565365 16961
2 Preliminary Cost 5 565365 28268
3
Goods and Service Tax
(GST)
6 565365 33922
4 Material Wastage 10 565365 56537
Total 135688
Consultation Fee
Item Description
Percentage
(%)
Construction
Cost (RM)
Amount
(RM)
1 Project Manager 3 565365 16961
2 Architect 2 565365 11307
3 Civil and Structural Engineer 1.5 565365 8481
4
Mechanical and Electrical
Engineer
1.5 565365 8481
5 Landscape Architect 1 565365 5654
6 Quantity Surveyor 1 565365 5654
Total 56537
27%
32%
9%
9%
23%
Total Construction Cost
Architectural
Civil and
Structural
Mechanical and
Electrical
Landscape
Labour

Total Project Cost
Item Description Amount (RM)
1 Construction Cost 567165
2 Other Cost 135688
3 Consultation Fees 56537
Total 759390
The Bar Chart shows the cost of each categories of the entire project. Civil
and Structural has the highest cost among the other categories as the main
issue on site is the land, which needs to be paved to allow better accessibility
on site. Architectural cost is lower than C&S cost as using container as the
main building components contributed a lot on reducing the cost of the
construction. The third highest cost of the project is the labour, as skilled
workers and specialists are needed for the construction of containers and
reduction of construction time.
151297
182638
48290
52940
132000
16961
28268
33922
56537
56537
Architectural
Civil and Structural
Mechanical and
Landscape
Labour
Authority Cost
Preliminary Cost
Goods and Service Tax
Material Wastage
Consultation Fees
0 50000 100000 150000 200000
Amount (RM)
Total Project Cost

9.0 Conclusion
In conclusion, the progression of the “Recreational Station” Project is
expected to be completed by August 2018 and project is set to be a carried
out under a period of 1 year. We would like to summarize the project with the
two objectives that we have set in the proposal stage, which will lead to a
successful completion of the project.
The whole project was planned out precisely following the time and job scope
by using Pert chart and Gantt chart to keep every task on schedule. The
consultants values weekly CCM meetings as the meeting aids in keeping
progress on track and also to have time-to-time update from each consultant
to avoid work delay and to discuss on occasional and accidental issues.
Taylor’s SABD School to have more developed and diverse facilities
Beside on being an architectural workshop, the “Recreational Station”
visualizes more public and students to be aware of the architecture school
and its stand on the international platform by showcasing student projects and
models. The workshop is also an alternative space for students to relax,
socialize and interact, providing social hotspot for students especially during
rainy days or traffic peak hours. Students can also enjoy the diverse activities
happening inside the station that has been prepared by Taylor’s University.
Students are now allowed a more feasible and comfortable space to spend
their time.
Project cost control and management
After an intensive discussion and thoughtful consideration among all the
consultants, every costing of materials and resources were sorted out and
planned critically with the coordination and cooperation from all consultants to
prevent wastage and to reduce the budget spent on unnecessary things, the
project is estimated to be completed within the budget quotes. Besides, labor
and resources were also well planned to prevent any off schedule event from
happening while controlling the project costing within budget given by client.

10.0 Appendix
10.1 Meeting agenda and minutes
Week Date Real life situation Stages
Week 2 6/9/2017 August 2017 Pre-design stage
Week 3 13/9/2017 October 2017 Schematic design stage
Week 4 20/9/2017 December 2017
Design development stage and
documentation stage
Week 5 27/9/2017 February 2018
Documentation and approval
stage
Week 6 4/10/2017 April 2018 Tender and construction stage
Week 7 11/10/2017 July 2018
Construction, CPC, CCC and
handling over stage

MINUTES OF WEEKLY STAFF MEETING
Date: 6/9/2017
Time: 10.00am
Attendance: 1) Architect: Ar. Jack Too Mun Fai
2) C&S Engineer: Ir. Bryan Yeoh Xiang Ann
3) Project Manager: Ar. James Wong Zhen Fai
4) Landscape Architect: PLA. Tan Wen Hao
5) Quantity Surveyor: Sr. Teo Hong Wei
6) M&E Engineer: Ir. Yan Wai Chun
Absent:
Item Description Action Date of
Action
1. Introduction
The meeting commented at 10:00am and
was chaired by project manager. The
minutes of meeting were confirmed by all in
attendance
Project
Manager
1. Delegation of job scope
1) Architect: Ar. Jack Too Mun Fai
4) Landscape Architect: Ar. Tan Wen Hao
Each memebers identify their role on the project
and what to expect.
Everyone
2. Presentation of company profile (TWY
consultants) and organizational chart and
skateholders
Project
Manager
3. Site visit
Site visit is conducted by the company on
8/6 with client.
Site is located beside Taylor’s University, Zone
Everyone

H car park
4. Project Briefing
Project briefing is done by client (Taylor’s
University) . Recreational district of 600m2 to
be designed and built on allocated land
with a budget of RM1.5M
Client
5. Project Manager to draft Gantt Chart and
Pert Chart
Gantt chart is drafted by project manager.
Each member understand their role and
datelines to meet.
Project
Manager
6. Architect to think of design approach and
concept
Client expect a light weight structure with
fast construction. Architect is to come out
with a contemporary, low energy design.
Architect
7. Conclusion
1) Architect to come out with
presentation of concept to client
2) Project manager to come up with risk
analysis
3) C&S to access soil condition
4) Landscape architect
Everyone
8. Adjournment and next meeting
There being no further matters the meeting
was adjourned at 1:30pm. Next meeting shall
be at 16/9/2017 @ 10:00am
Everyone
Minutes taken by:
PLA. Tan Wen Hao
Minutes reviewed by:
Ar. James Wong Zhen Fai
Minutes verified by:
Ar. Jack Too Mun Fai
6/9/2017

MEETING AGENDA OF WEEKLY STAFF MEETING
Date: 13/9/2017
Time: 10.00am
Facilitators: 1) Architect: Ar. Jack Too Mun Fai
Item Description Action Date of Action
1. Debrief of recent site visit and SWOT
analysis
Clear understanding of site condition,
view and vistas and potential risk for
construction site. SWOT presentation
Everyone
2. Concept presentation Architect
3. C&S Engineer to suggest possible
structural solutions in accordance with
appropriacy and costing, landscape
architect to discuss landscape layout in
line with what the architect visualise
C&S
Engineer,
Landscape
Architect &
Architect
4. Quantity surveyor to state out budget
constraint and alternative structural
component for same design.
Quantity
Surveyor
5. Risk Briefing
Project Manager to discuss risk analysis
and prevention
Client
Minutes taken by:
PLA. Tan Wen Hao
13/9/2017

Date: 13/9/2017
Time: 10.00am
Absent:
1. Debrief of recent site visit and SWOT
analysis
Everyone
2. Requirements briefing
Discussion of land zoning, land survey
and DBKL,Bomba and related authorities
requirements of site
Everyone
3. Schematic design presentation
Climaticalism. 600sqm three floors
container stacking with internal
courtyard and rooftop garden
Architect
4. Structural solutions
C&S engineers suggested raft
foundation and CHS column for support
C&S
Engineer
5. Quantity Survey
Containers to use second hand shipping
containers. Price to be confirmed
Quantity
Survey
6. Risk Analysis
a. soil condition – soft sands & stones
b. Inconvinence to car park
condition. Site is blocking the main
assess.
Project
Manager

7. Project Manager to update Gantt Chart
and Pert Chart
Project
Manager
8. Architect to improve design and amend
layout of design based on client’s
comment
Architect
9. Conclusion
5) Finalized version to be shown next
week
2) Site meeting with project team,
client and contractor
Everyone
There being no further matters the
meeting was adjourned at 1:30pm. Next
meeting shall be at 20/9/2017 @ 10:00am
Everyone
Minutes taken by:
PLA. Tan Wen Hao
13/9/2017

Date: 20/9/2017
Time: 10.00am
1.
1.1
Finalised design & spatial layout
presentation
Architect to present final design and
spatial layout
Discussion with fellow parties on each
components
Everyone
2. Possible structural layout and
connections presentation and discussion
C&S
Enginner
3. Budget estimation
First round of budget estimation
according to finalised design. Discussion
with fellow members on balance and
allocatation of budget on different
component of project.
Quantity
Surveyor
4. Landscape design
Discussion of possible plantations and
furnitures (hardscape design) to be used
based on site condition and budget.
Landscape
architect
4. Briefing of latest progress and response
from authorities on site requirements and
human resources.
Project
Manager

5. Risk Briefing
Project Manager to discuss risk analysis
and prevention
Client
Minutes taken by:
PLA. Tan Wen Hao
20/9/2017

Date: 20/9/2017
Time: 10.00am
Absent:
Action
1.
1.1
1.2
1.3
1.4
Architect’s to present finalized design/ spatial
layout concept after amendment requested
by client.
Landscape architect brainstormed with
relevent parties of initial landscape concept
according to architect’s designintention
Structural concern and suggestion presented
by Structural engineer based on structural
integrity, sustainability and appropriaty on site.
M&E discussion with fellow members on
potential energy saving qualities based on
design and also thermal/lighting feasibility
studies
Feasibility study with team based on design
Everyone
2.
2.1
2.2
2.3
Architect & team
Architect and parties to produced finalised
plans and section and prepare for authorities
submission
Company to produced 1:100 physical model
of site and proposed building
Produce complete 3d model (BIM) to show
further detail of buiding components.
Architect
3. C&S Engineering
To work closely with architect to resolve issues
C&S Engineer

on foundation and agreed CHS connetions to
stairs and containers.
4.
4.1
4.2
4.3
Quantity Survey
First round of budget estimation and suggest
alternative for materials with better
performance and appearance with lower
cost.
Budget and finance report, human resources
control
Second hand containers
(40” RM7000, 20” RM5000)
Quantity
surveyor
4. M&E Engineering
Confirmation of size of container and
proposed lighting type. Lighting and Electrical
layout to be discussed next week.
M&E Engineer
5. Project Manager to update Gantt Chart and
human resources report
Project
Manager
6.
6.1
Landscape proposal
Possible plantation and hardscape design based
on architect proposal and budget and quantities
to be aligned with finalised plan and budget.
Possible concrete walkway and gravel flooring at
interior courtyard.
Landscape
Architect
7. Conclusion
1) Each member to proceed with what are
discussed today
2) Site meeting with project team, client and
contractor
Everyone
There being no further matters the meeting was
adjourned at 1:30pm. Next meeting shall be at
27/9/2017 @ 10:00am
Everyone
Minutes taken by:
PLA. Tan Wen Hao
20/9/2017

Date: 27/9/2017
Time: 10.00am
1.
1.1
Drawing submission and review
Architect to discuss amendments on
design and components.
Discussion with fellow parties on each
components
Everyone
2. Confirm with a architect on structural
dimensions and earthwork submission
dateline from DBKL
C&S
Enginner
3. Update on material supply and
selections
To discuss with architect whether the
found source suits architect’s design
Quantity
Surveyor
4. Landscape design
Finalised landscape design and
vegetation selection
Landscape
architect
5. Schematic diagram of M&E system
based on architect’s drawings
M&E
Engineer
6. Progress check
Project Manager to discuss latest
progress and Gantt chart
Project
Manager
7. Client to confirm with architect with final Client

design and material selection on
meeting
Minutes taken by:
PLA. Tan Wen Hao
27/9/2017

Date: 27/9/2017
Time: 10.00am
Absent:
Action
1.
1.1
1.2
1.3
1.4
Architect and team to submit bomba
drawings and door & windows schedule for
submission
Confimation with landscape engineer, C&S
engineer and client on selected materials.
Structural engineer to confirm date of site
clearance after authority submissions
approval next week
Project Manager to confirm with container
supplier and offsite preparation
Quantity survey to look for water resistance
outdoor paint for container to prevent
corrosion
Everyone
2.
2.1
2.2
Architect & team
Authority submission appproval and bomba
approval this week. Prepare for tender
process
3d model (BIM) detailing of piping and M&E
system
Architect
3.
3.1
3.2
C&S Engineering
Foundation padding and CHS connection
revised
Amend dimension and orientation of structure
based on architect’s drawing
C&S Engineer

4.
4.1
4.2
Quantity Survey
Second round budget estimation and
discussion on budget constraint
Finalize cost wih M&E engineer and
landscape architect by next meeting
Estimate laborer needed and contact HR
agency
Quantity
Surveyor
5.
5.1
5.2
5.3
5.4
M&E Engineering
Confimed electrical layout and drainage
system.
Ventilation for toilet- openings (discuss on
design detail)
Air ventilation duct above office and chill
zone to be connected to roof, condenser
units
Bomba submission in lieu with architect
M&E Engineer
5. Project Manager to update Gantt Chart and
human resources report
Project
Manager
6.
6.1
Landscape confirmation
Lndscape architect shown proposed landscape
renderings
Proposed plants for tropical climate such as spider
plant and Daeng Malaysia Ixora
Pathway and vegetation beside drainage to be
confirmed with architect and C&S engineer
Landscape
Architect
7. Conclusion
1) Each member to proceed with what are
discussed today
2) Revised costing on next week
Everyone
4/10/2017 @ 10:00am
Everyone
Minutes taken by:
PLA. Tan Wen Hao
27/9/2017

Date: 4/10/2017
Time: 10.00am
1. Tender close and award of tender this
week
Everyone
2. Site clearing and hoarding installation
schedule
containers and building materials
delivery schedule next week
Container assembly, floor assembly and
M&E work week after.
Project
Manager,
C&S
Engineer
3. Final expenses quotation & capitalisation
expect second half of remittance from
client and prepare expenses on payday
to members and laborers.
Quantity
Surveyor
4. Vegetation supplier confirmed, finalised
hardscape design with architect
Landscape
architect
5. Air ventilation, stormwater & wastewater
piping installation, water storage on roof,
aircon installation in office and chill zone.
Outdoor and indoor lightings
confirmation with architect and supplier.
M&E
Engineer
6. Excavation
In-charge of site clearing next week,
Project
Manager

schedule briefing with workers
7. Remit charges to company and visitation
during site clearing
Client
Minutes taken by:
PLA. Tan Wen Hao
4/10/2017

Date: 4/10/2017
Time: 10.00am
Absent:
Action
1.
1.1
Award of tender this week
Procurement contract awarded and
construction phase starts next week
Everyone
2.
2.1
2.2
2.3
2.4
2.5
Site clearing
Site clearing on next Monday 9/10/17 and
hoarding installation, and to be supervised by
Project Manager
Structure installation
Pipings and foundation work on Friday
13/10/17
Container delivery and assembly, tensile roof
installation on following week
Project
Manager,
C&S Engineer
3.
3.1
3.2
Tender analysis and agreement of the
contract sum
Revised final detailed bill of quantities,
presented to the team and client.
Whole life cycle costing estimation next week
Quantity
surveyor
4.
4.1
4.2
Hardscape confirmation
Hardscape confirmation with architect,
selection of furnitures and vegetation.
To work with C&S Engineer and project
manager on roadwork schedule, brick paving
and excavation for plants.
Landscape
architect

5.
5.1
5.2
M&E Engineering
water piping and drainage system installation
schedule on 16/10/17 for one week, to work
with C&S engineer
Mechanical ventilation and lightings
instalation on week after (Confirmation on
specs with architect and supplier)
M&E Enginner
6. Project Manager to update Gantt Chart, Per
chart and reallocate time allowance for
installation
To be in-charged of site clearing next week
and schedule briefing with workers and
suppliers. Transportation schedule.
Project
Manager
7. Client to be on site on next Monday 9/10/17 for
groundbreaking ceremony at 8:00am
Client
11/10/2017 @ 10:00am
Everyone
Minutes taken by:
PLA. Tan Wen Hao
4/10/2017

Date: 11/10/2017
Time: 10.00am
1. Finishing and furniture installation next
week
-Installation schedule
Everyone
2. Landscape work , brick pavement and
roadwork
-Confirmation with team
-Schedule
-Contact with roadwork company
Project
Manager,
Landscape
Architect
3. Complete finance report & M&E
installation expenses
Quantity
Surveyor
4. Site cleanup and authority inspection
-Confirm schedule and demarcation
date
-Bomba inspection
Project
Manager,
Architect,
Client
5. Handling over
-Completion date and CCC
-Visitation with client and company team
Project
Manager,
Architect
6. Opening ceremony
-fix date and last meeting with client
Project
Manager

Minutes taken by:
PLA. Tan Wen Hao
11/10/2017

Date: 11/10/2017
Time: 10.00am
Absent:
Action
1.
1.1
Finishing and furniture installation next week
Furniture installation on 12/10/17 Thursday and
artificial turf paving on roof. Tensile fabric
installation on 14/10/17
Everyone
2.
2.1
2.2
2.3
2.4
2.5
Landscape work
Landscape (vegetation plantation and
outdoor furniture (gondola installation, bench)
on next Wednesday 18/10/17 and gravel
laying and on Friday 20/10/17.
Brick pavement and roadwork
Surrounding brick paving on Monday
23/10/17 and roadwork to be tentatively at
Wednesday 25/10/17 until further notice from
road construction company PPMs Asphalt
Project
Manager,
Landscape
Architect
3.
3.1
3.2
Finance report
Finalized finance report
Additional expenses on extra working hours on
M&E installation
Quantity
surveyor
4.
4.1
Site cleanup and authority inspection
Site cleanup at Friday 27/10/2017,with parking
lot, boundary line demarcation and painting
the day after.
Authority inspection on Monday 30/10/2017
Project
Manager,
Architect,
client

4.2 M&E and Bomba inspection by related
authorities
5. Handling over
Construction phase will end at Sunday
29/10/2017. Completion and handling over of
project will be at Wednesday 1/11/2017 after
CCC being awarded.
Project
Manager,
Architect
6. Visitation with client and company team
before opening at 3/11/2017
Client
7. Adjournment and last meeting
adjourned at 1:30pm. Opening ceremony will be
at 6/11/2017 Monday.
Everyone
Minutes taken by:
PLA. Tan Wen Hao
11/10/2017

Project Management (Project 1 - Defining and documenting a project)

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