SCHOOL OF ARCHITECTURE, BUILDING & DESIGN Research Unit for Modern Architecture Studies in Southeast Asia Bachelor of Science (Honours) in (Architecture)
PROJECT MANAGEMENT (ARC 3612) PROJECT 1 : DEFINING AND DOCUMENTING A MODULAR CONSTRUCTION PROJECT
6 + One Inc. ONG WEI HOOW GAN SZE HUI (SCARLETT) TAY REN SIONG TIE SING KIONG TAN AIK KAH BRANDON ANG EE SHEN NICHOLAS TIONG ING JUN TUTOR BY AR. NAZARUDIN
0304468 0303709 0303286 0304054 0303128 0302955 1103P11824
CONTENT COMPANY PROFILE Background, Vision & Mission Organization Chart People
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1.0 ARCHITECTURE 1.1 Site Introduction 1.2 Neighborhood Context 1.3 Public Accessibility 1.4 Site Plan & Site Views 1.5 Panoramic View 1.6 Sun Path & Wind Rose Analysis 1.7 SWOT Analysis 1.8 Precedent Studies 1.9 Design Ideas & Strategies 1.10 Plans (1:200) 1.11 Section (1:200) 1.12 Elevations (1:200) 1.13 Perspective Views
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2.0 CIVIL & STRUCTURAL ENGINEERING 2.1 Shipping Container as Structural Support 2.2 Soil Investigation & Foundation 2.3 Container Connection & Joint 2.4 Construction Phase 1, 2 & 3 2.5 Window & Door Installation 2.6 Type of Column, Beam & Floor Slab 2.7 Structural Layout Plan 2.8 Container Layout Plan
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3.0 MECHANICAL & ELECTRICAL ENGINEERING 3.1 TNB Substation Chamber Size & Requirement 3.2 Location of TNB Substation Chamber 3.3 Light Fittings Layout Plan 3.4 Water Pressure Test & Water Demand Guidelines 3.5 Water Pressure Analysis 3.6 Water Supply System 3.7 Sanitary System 3.8 Drainage System 3.9 Fire Fighting System 3.10 Rain Water Harvesting System
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4.0 INTERIOR DESIGNING 4.1 Architectural Layout & Finishes (Typical Floor) 4.2 Light Fittings Layout (Typical Floor) 4.3 Reception Furniture Layout 4.4 Cafe Furniture Layout 4.5 Room Furniture Layout 4.6 Washroom Furniture Layout 4.7 Interior Capsule Rendering 4.8 Interior CafĂŠ Rendering
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5.0 LANDSCAPE ARCHITECTURE 5.1 Site Plan with Landscape 5.2 Landscape Proposal 5.3 Landscape Types & Details 5.4 Playground Details
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6.0 QUANTITY SURVEYING 6.1 Property Details 6.2 Container Supplier & Details 6.3 Elemental Cost Breakdown 6.4 Estimated Net Profit (100%, 75% & 50% Net Profit)
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7.0 PROJECT MANAGEMENT 7.1 Success Criteria 7.2 Risk Analysis 7.3 Consultant Work Breakdown Schedule (Gantt Chart) 7.4 Construction Work Breakdown Schedule (General Framework & Gantt Chart) 7.5 Comparison Study of Gross Development Profit (GDP)
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APPENDIX CCM Minutes Gross Development Profit (GDP) Calculation
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6 + One Inc.
COMPANY PROFILE Background, Vision & Mission
6 + One Inc. Background 6 + One Inc. was established in 2014 as a partnership company that provide full consultancy service from project management to architectural design solution. 6 + One Inc. is well equipped with design team players from different professions. The management is innovative, quality driven and highly professional, supported by staff that are talented and resourceful.
The practice has pioneered a sustainable approach to architecture through a strikingly wide range of work, from urban master plans, public infrastructure, commercial, civic and cultural buildings.
Vision
Mission
The thoughtful, collaborative & lasting creation of architecture has the ability to improve the quality of life for people. 6 + One Inc. is dedicated to craft unique & responsive spaces which go beyond the standard building experience.
Expand & enhance the knowledge of construction technology and material to achieve highest standards of design excellence that is innovative & sustainable.
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COMPANY PROFILE Organization Chart AR. NICHOLAS TIONG IN JUN
(Architect)
IR. TAN AIK KAH
(C & S Engineer)
IR. BRANDON ANG EE SHEN (M & E Engineer) MR ONG WEI HOOW Project Manager MS GAN SZE HUI (Interior Designer)
LAR. TAY REN SIONG (Landscape Architect)
SR. TIE SING KIONG (Quantity Surveyor) 4
6 + One Inc.
COMPANY PROFILE Architect
AR. NICHOLAS TIONG ING JUN • Talented and results-oriented Architect with strong passion and appreciation for design and detail. • Track record of achievement in managing complex architectural and construction projects from inception to completion, including planning, estimating, and client/contractors interactions. • Expertise in commercial, residential, health care, and public projects; knowledgeable in sustainable design techniques, applications, and construction codes. • Demonstrated ability to deliver projects within strict time deadlines and budget constraints without sacrificing creativity.
Education
Professional Experience
Taylor’s University (1990 – 1993) Bachelor of Science (Hons) Architecture
DP Architects (1996-2000) Assistant Architect
Architecture Association, School of Architecture (1993 – 1995) Master in Architecture
DP Architects (2000-2014) Senior Architect
Registered Architect with Lembaga Arkitek Malaysia (LAM) (2000)
Currently works as Architect in 6 + One Inc.
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6 + One Inc.
COMPANY PROFILE Civil & Structural Engineer
IR. TAN AIK KAH (ZERROX) • Experience in site supervision, construction works, accountancy, tendering and evaluation. • Experience in pre-stressing detailed drawings. • Road and rail alignment drawings and geotechnical profile. • Master in knowledge of construction methods and construction sequences in civil structural constructions above or below the ground. • Master in knowledge of engineering software.
Education
Professional Experience
Birmingham North University (2003 – 2008) Bachelor of Civil Engineering
Perunding Bakti Sdn. Bhd. (2008-2014) Assistant Engineer
Registered Engineer with Board of Engineers Malaysia (BEM) (2014)
Currently works as C & S Engineer in 6 + One Inc.
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COMPANY PROFILE Mechanical & Electrical Engineer
IR. BRANDON ANG EE SHEN • Mechanical Engineer with more than 10 years of progressive experience specializing in project team supervision, energy efficiency analysis and machine and mechanical design. • Innovative Mechanical Engineer who improves development plan execution by consistently creating new formulations and new measurement techniques. • Electrical Engineer talented at creating, repairing and modifying electronic assembly quickly and efficiently. • Results-oriented Electrical Engineer committed to developing cutting edge electronic equipment.
Education
Professional Experience
Australian National University(1986 – 1990) Bachelor of Electrical Engineering
Lockheed Martin Corporation United State (1996-2000) Assistant Engineer
Edith Cowan University(1991 – 1995) Bachelor of Mechanical Engineering Registered Engineer with Board of Engineers Malaysia (BEM) (2000)
Perunding Bakti Sdn. Bhd. (2000-2014) Senior Engineer Currently works as M & E Engineer in 6 + One Inc.
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COMPANY PROFILE Interior Designer
GAN SZE HUI (SCARLETT) • A confident, competent and imaginative interior designer with extensive experience of working on a mixture of projects ranging from 300k through to 5m. • A proven ability to generate fresh solutions for the renovation of internal spaces, including structural alterations. • Transformed an uninspiring triple-storey villa into a warm and inviting space elevating its sale price by 30%. • Developed an appealing office design for a corporate client and secured a project worth 50K for the firm. • Received the ‘Best Home Design Award’ by the ASID, TX in 2012.
Education
Professional Experience
UAL (University of the Arts London) ,UK (1999-2001) Bachelor In Interior Design
Gateshead Store, Newcastle (2003-2005) Bathroom Designer
UCL (University College London), UK (2001-2003) Master In Interior Design
Budapest Store (2005-2010) Besta Studio Rebuilding (Planning, Implementing) IKEA Home Furnishing Company(2010-2014) Interior Designer Currently works as Interior Designer in 6 + One Inc. 8
6 + One Inc.
COMPANY PROFILE Landscape Architect
LAR. TAY REN SIONG • Landscape Architect that has over 15 years’ experience in both local government and private practice. • Whilst his work has covered most aspects of landscape design, in recent years, he has come to specialize in smaller scale landscapes with a depth of experience in planting design and detailing. • Regulatory and legal framework in landscape design. • Urban landscape design and planning.
Education
Professional Experience
Harvard University(1994 – 1997) Bachelor of Landscape Architecture
Archie’s Gardenland, Fort Worth, TX (2000-2006) Landscape Designer
Harvard University(1998 – 2000) Master in Landscape Design
Logan Simpson Design Inc, Salt Lake City, UT (2006-2014) Landscape Architect
Registered Landscape Architect with Lembaga Arkitek Malaysia (LAM) (2006)
Currently works as Landscape Architect in 6 + One Inc. 9
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COMPANY PROFILE Quantity Surveyor
SR. TIE SING KIONG • A results driven, self-motivated and resourceful quantity surveyor working as part of a busy team effectively managing all the costs relating to building and civil engineering projects. • Having a proven track record of minimizing the costs of a project and enhancing value for money, while still achieving the required standards and quality. • Possessing excellent foresight & the ability to plan ahead when working on construction projects. • Can communicate effectively with developers / contractors & would be an asset to any employer who respects loyalty & responsibility.
Education
Professional Experience
Nuneaton University(2005 – 2008) Bachelor of Quantity Surverying
AA Associates(2010-2012) Assistant Quantity Surveyor
Registered Quantity Surveyor with Board of Quantity Surveyor Malaysia (BQSM) (2012)
Adam Qs Consultancy Sdn. Bhd. (2012-2014) Quantity Surveyor Currently works as Quantity Surveyor in 6 + One Inc.
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COMPANY PROFILE Project Manager
ONG WEI HOOW • Project Manager with more than 10 years’ experience in architecture and construction sector. • Experience includes safety; quality control, supervising team members and subcontractor. • Writing project plans, reports, and documentation. • Scheduling: reviewing bid proposals and awarding contracts. • Excel in unpredictable and hectic environments. • Highly skilled in network planning and analysis with strengths in project management. • Proven record of success completing projects on time and under budget.
Education
Professional Experience
Taylor’s University (1993 – 1996) Bachelor of Science (Hons) Architecture
Kwan Kim Huah Architect (2001-2008) Assistant Architect
RMIT University (1997 – 2000) Master in Architecture
HICOM-Gamuda Development Sdn. Bhd. (2009-2014) Project Manager Currently works as Project Manager in 6 + One Inc.
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1.0 ARCHITECTURE
6 + One Inc.
1.0 ARCHITECTURE 1.1 Site Introduction
Propose Site The propose site is located at Jalan SS 22/a, Damansara Utama. Petaling Jaya. Selangor. The site is located in front of the Kayu Ara river and it is growing along with vegetation near to the river. The site is surrounded by residential, commercial and educational buildings. 13
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1.0 ARCHITECTURE 1.2 Neighborhood Context
Landmark
BANDAR UTAMA SS 21
35, 074
KG. SG. KAYU ARA
6, 106
1.One Utama Shopping Mall (3.6km) 2.Damansara Uptown (3.2km) 3.KDU College University (1.1km)
6, 106
4.10 Boulevard (0.65km)
SS 22/A 1, 946
SS 22 6, 069
5.SMK Damansara Jaya (0.45km)
SS 23
3, 793
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1.0 ARCHITECTURE 1.3 Public Accessibility
T 626 Stesen LRT Taman Bahagia – Damansara Utama U89 Stesen LRT Kelana Jaya – Kota Damansara
U82 Bandar Utama – Kl Sentral
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1.0 ARCHITECTURE 1.4 Site Plan & Site Views 1 2
1 3
2
3
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1.0 ARCHITECTURE 1.5 Panoramic View
1.6 Sun Path & Wind Rose Analysis
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1.0 ARCHITECTURE 1.7 SWOT Analysis
Strength
Weakness
Accessible with public transport
Lack of environmental awareness within local community
Calmness
Lack of public gathering space
Opportunities
Threat
Sandwiched between river and vegetation
Air pollution as the site is located near to main road
Riverfront view
Insects threat
Embracing nature
Might facing flood problem
Lodging
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1.0 ARCHITECTURE 1.8 Precedent Studies
CASE STUDY 1 NAME : FIRST CONTAINER HOTEL LOCATION : DETROIT
CASE STUDY 2 NAME : CONTAINER HOTEL LOCATION : KUALA LUMPUR
A planned 36-unit boutique hotel and community space that is being built from up cycled shipping containers. The spatial planning is split into three blocks linked by the bridge to introduce more natural lighting and ventilation into the interior spaces.
Inspired by Japanese living style which only required a very small space. Redesigned in a style of modernism with colorful and imaginative features incorporated the reuse of renewable materials, recycled shipping container. The containers are stacked up in a row and created a double volume well ventilated open space for the users to gather and chill around.
Ground floor host the retail space, hotel lobby, areas for gathering and working, and a stage. Designed to build community through story telling activities and events cooperate with free style living for the backpackers.
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1.0 ARCHITECTURE 1.9 Design Ideas & Strategies
Sustainable Living
Simplicity Sense of Intimacy Natural Lighting Recycled Material 20
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1.0 ARCHITECTURE 1.10 Plans (1:200)
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1.0 ARCHITECTURE 1.10 Plans (1:200)
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1.0 ARCHITECTURE 1.10 Plans (1:200)
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1.0 ARCHITECTURE 1.10 Plans (1:200)
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1.0 ARCHITECTURE 1.10 Plans (1:200)
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1.0 ARCHITECTURE 1.10 Plans (1:200)
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1.0 ARCHITECTURE 1.11 Section (1:200)
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1.0 ARCHITECTURE 1.12 Elevation (1:200)
FRONT ELEVATION
BACK ELEVATION
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1.0 ARCHITECTURE 1.12 Elevation (1:200)
LEFT ELEVATION
RIGHT ELEVATION
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1.0 ARCHITECTURE 1.13 Perspective Views
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1.0 ARCHITECTURE 1.13 Perspective Views
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1.0 ARCHITECTURE 1.13 Perspective Views
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1.0 ARCHITECTURE 1.13 Perspective Views
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1.0 ARCHITECTURE 1.13 Perspective Views
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1.0 ARCHITECTURE 1.13 Perspective Views
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2.0 CIVIL & STRUCTURAL ENGINEERING
6 + One Inc.
2.0 CIVIL & STRUCTURAL ENGINEERING 2.1 Shipping Container as Structural Support
Advantages • • • • •
Designed to carry heavy loads. Stacked in high columns, can be stacked up to 12 high. Designed to resist harsh environment. Strong 4 corner are very strong to support a stack of other containers. A limit of 300kg is recommended for the roof part.
DEAD LOAD
The size and the mass: The standard 20’ weight 2,200 kg The standard 40’ weight 3,655 kg
CALCULATION OF DEAD LOAD
Ground floor- 4 of 40’ shipping containers + 12 of 20’ shipping containers =(4x3655 kg)+(12x2200 kg) =41020 kg=410200 N First floor- 3 of 40’ shipping containers + 9 of 20’ shipping containers =(3x3655 kg)+(9x2200 kg) =30765 kg=307650 N Second floor –( 2 of 40’ shipping containers Third & + 8 of 20’ shipping containers) x 2 =[(2x3655 kg)+(8x2200 kg)]x 2 =49820 kg =498200 N Forth floor- 1 of 40’ shipping containers + concrete floor slab(29.3�3 ) Unit weight of reinforced concrete = 24 kN/m3 =36.55 kN + 29.3(24) =739.75kN = 739750N Total Dead Load = 410200 + 307650 + 498200 + 739750 = 1955800N = 1955.8kN
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2.0 CIVIL & STRUCTURAL ENGINEERING 2.2 Soil Investigation & Foundation
Type of Soil
Raft Foundation
• Bearing capacity of soil is low. • Used for large loads.
Bearing Capacity ( Pounds per ft²)
Soft Clay
2000
Loose Sand
4000
Hard Sand
6000
Partially Cemented Sand
20000
Disadvantages Is economic due to combination • Hold water well. • Easily Compacted. of foundation and floor slab. Requires little excavation. Can cope with mixed or poor ground condition. Reduces differential settlement.
Advantages • • • •
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2.0 CIVIL & STRUCTURAL ENGINEERING 2.3 Container Connection & Joint
When the shipping containers arrive on site, they are crane lifted one by one onto foundation, hooked into place, and welded down to marry containers completely on the beam and column structure.
The container is fastened at the corners to hold fast as container strong and heavy enough. The bottom corner blocks of the container are welded to steel plates imbedded in the universal column to secure the house to the foundation. 39
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2.0 CIVIL & STRUCTURAL ENGINEERING 2.4 Construction Phase 1,2 & 3
Phase 1
Phase 2
Mobile Cranes Working Area
Phase 3
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2.0 CIVIL & STRUCTURAL ENGINEERING 2.5 Window & Door Installation
The structural ability will then become weakened after the modifications such as removing panels and cutting members are being applied, Therefore, steel section and framing system is applied to enhance the strength of structural ability of the shipping container.
Pre-fabricated windows and doors from the supplier are installed and sealed with silicon adhesive.
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2.0 CIVIL & STRUCTURAL ENGINEERING 2.6 Type of Column, Beam & Floor Slab
Universal Beam and Column Beam - Universal Column (203mm x 133mm x 206.8mm) without finishes. Column – Universal Column (203mm x 133mm x 206.8mm) without finishes.
Wire Mesh Flooring McNICHOLS® Flattened Expanded Metal diamond-shaped openings are flatter and smoother at 1219.2mm x 2438.4mm x 50mm thick.
Wire Mesh Flooring Support
Diamond-shaped openings 42
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2.0 CIVIL & STRUCTURAL ENGINEERING 2.7 Structural Layout Plan
Beam Column
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2.0 CIVIL & STRUCTURAL ENGINEERING 2.7 Structural Layout Plan
Beam Column
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2.0 CIVIL & STRUCTURAL ENGINEERING 2.7 Structural Layout Plan
Beam Column
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2.0 CIVIL & STRUCTURAL ENGINEERING 2.7 Structural Layout Plan
Beam Column
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2.0 CIVIL & STRUCTURAL ENGINEERING 2.7 Structural Layout Plan
Beam Column
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2.0 CIVIL & STRUCTURAL ENGINEERING 2.7 Structural Layout Plan
Beam Column
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2.0 CIVIL & STRUCTURAL ENGINEERING 2.8 Container Layout Plan
Wire Mesh Flooring 40’ Shipping Container 20’ Shipping Container 49
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2.0 CIVIL & STRUCTURAL ENGINEERING 2.8 Container Layout Plan
Wire Mesh Flooring 40’ Shipping Container 20’ Shipping Container 50
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2.0 CIVIL & STRUCTURAL ENGINEERING 2.8 Container Layout Plan
Wire Mesh Flooring 40’ Shipping Container 20’ Shipping Container 51
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2.0 CIVIL & STRUCTURAL ENGINEERING 2.8 Container Layout Plan
Wire Mesh Flooring 40’ Shipping Container 20’ Shipping Container 52
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2.0 CIVIL & STRUCTURAL ENGINEERING 2.8 Container Layout Plan
Wire Mesh Flooring 40’ Shipping Container 20’ Shipping Container 53
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2.0 CIVIL & STRUCTURAL ENGINEERING 2.8 Container Layout Plan
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3.0 MECHANICAL & ELECTRICAL ENGINEERING 6 + One Inc.
3.0 MECHANICAL & ELECTRICAL ENGINEERING 3.1 TNB Substation Chamber Size & Requirement
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3.0 MECHANICAL & ELECTRICAL ENGINEERING 3.2 Location of TNB Substation Chamber
TNB SUBSTATION CHAMBER
From The Main Road
Facing The River 57
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3.0 MECHANICAL & ELECTRICAL ENGINEERING 3.3 Light Fittings Layout Plan
KILINGE Recessed spotlight, in/outdoor white, white
FOTO Pendant lamp 58
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3.0 MECHANICAL & ELECTRICAL ENGINEERING 3.3 Light Fittings Layout Plan
GOTÖ Ceiling/ wall lamp, outdoor
PHILIPS 36W T8 827 WW Fluorescent Ceiling Light 59
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3.0 MECHANICAL & ELECTRICAL ENGINEERING 3.3 Light Fittings Layout Plan
REGOLIT Floor lamp, bow, white, black
KDK WALL FAN KDK-KC4GR Wall Fan 60
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3.0 MECHANICAL & ELECTRICAL ENGINEERING 3.3 Light Fittings Layout Plan
VIKO,KARRE Switches and provide 2,3,4,5 and 6 units frame 61
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3.0 MECHANICAL & ELECTRICAL ENGINEERING 3.4 Water Pressure Test & Water Demand Guidelines
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3.0 MECHANICAL & ELECTRICAL ENGINEERING 3.5 Water Pressure Analysis
Water Reservoir
Tapping Point
SITE
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3.0 MECHANICAL & ELECTRICAL ENGINEERING 3.6 Water Supply System According to SYSBAS’ standard specification for pipe laying works 28.2 concrete to pipes Pipes shall be bedded and hunched or fully surrounded in concrete where shown on the drawings or as directed by the s.o; where concreting is required a sufficient amount into placed and left to set in position before the joints are made to prevent any subsequent movement or the pipes when further concrete is placed.
LAFONZA Set W/C + Basin + Water Tap
JOHNSON SUISSE Santana 320 Wall-hung Urinal
RUBINE 4" Single Jet Shower Rose
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3.0 MECHANICAL & ELECTRICAL ENGINEERING 3.6 Water Supply System
By laws stated that water meters are for the local authorities so they can keep checking the usage of water and it will be based on the water amount used. 65
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3.0 MECHANICAL & ELECTRICAL ENGINEERING 3.6 Water Supply System
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3.0 MECHANICAL & ELECTRICAL ENGINEERING 3.6 Water Supply System
Poly-Mart 1500 Gallon Vertical Storage Tank
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3.0 MECHANICAL & ELECTRICAL ENGINEERING 3.6 Water Supply System
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3.0 MECHANICAL & ELECTRICAL ENGINEERING 3.6 Water Supply System
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3.0 MECHANICAL & ELECTRICAL ENGINEERING 3.7 Sanitary System
Manhole Quantity: 5 Size: 750 x 600 Deep: 700 gi: 101.50 Il: 100.80
Compliance of building law of Malaysia the installation and the design of sanitary place is safe, so that the disposal waster could be directed out to the building safety, without threatening the health of occupants. 70
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3.0 MECHANICAL & ELECTRICAL ENGINEERING 3.7 Sanitary System
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3.0 MECHANICAL & ELECTRICAL ENGINEERING 3.7 Sanitary System
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3.0 MECHANICAL & ELECTRICAL ENGINEERING 3.7 Sanitary System
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3.0 MECHANICAL & ELECTRICAL ENGINEERING 3.7 Sanitary System
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3.0 MECHANICAL & ELECTRICAL ENGINEERING 3.8 Drainage System
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3.0 MECHANICAL & ELECTRICAL ENGINEERING 3.9 Fire Fighting System
Served by at least one fire hydrant located not more than 91.5m from the nearest point of brigade access. (by-law 225)
Specification of extinguisher: Dry Powder Fire Extinguisher Model : CT-9 Capacity : 9 kg Working Pressure : 12 bar Test Pressure : 24 bar
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3.0 MECHANICAL & ELECTRICAL ENGINEERING 3.9 Fire Fighting System
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3.0 MECHANICAL & ELECTRICAL ENGINEERING 3.9 Fire Fighting System
13W self contained emergency light with rechargeable battery operation of minimum 3 hours.
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3.0 MECHANICAL & ELECTRICAL ENGINEERING 3.9 Fire Fighting System
UBBL 1984 (G.N. 5178/86) 172(2) States that a sign reading ‘KELUAR’ with an arrow indicating the direction shall be placed in every location where the nearest exit is not immediately apparently.
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3.0 MECHANICAL & ELECTRICAL ENGINEERING 3.9 Fire Fighting System
UBBL 1984 (G.N. 5178/85) 225/1 States that every building shall be provided with means of detecting and extinguishing fire with fire alarms together with illuminated exit signs in accordance with the requirements as specified in tenth schedule to these by-laws.
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3.0 MECHANICAL & ELECTRICAL ENGINEERING 3.10 Rain Water Harvesting System According to Manual Saliran Mesra Alam (MSMA) Storage tanks must be structurally sound and constructed from durable materials that are not subject to deterioration by corrosion or aggressive soil conditions. Tanks must be designed to withstand the expected live and dead loads on the structure, including external and internal hydrostatic loadings. Buoyancy should also be checked, especially for lightweight tanks, to ensure that the tank will not lift under high groundwater conditions.
UPVC underground water tank (900gallon) Quantity: 1 Price: 3,200.00
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3.0 MECHANICAL & ELECTRICAL ENGINEERING 3.10 Rain Water Harvesting System
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4.0 INTERIOR DESIGNING
6 + One Inc.
4.0 INTERIOR DESIGNING 4.1 Architectural Layout & Finishes (Typical Floor) 32 sq. ft. Birch Beadboard Paneling Timber Panelling RM8/sqft
Polyethylene Membrane Plastic Sheet 0.12MM Polyethylene membrane RM8/sqft
Features: -Natural birch -Beadboard design -Stain or clear coat
Size & Coverage Thickness: 0.12mm Colour: 40%-50% translucent
MM MOSAIC Black Tiles flooring RM6.5/per piece
D6311 ALDER BORDEAUX Timber flooring RM8/sqft
VITRO STRIPPED MOSAIC Classic Random Mix RM5/sqft
Product Dimension Color Family: Blacks Brand Name: MM Mosaic Occasion: Interior Wall Model Number: CPM101D Size: 294X294X6.5mm
Product dimensions Board: 1212 x 194 x 8mm Package: 20.20sqft Content (1.88m2)/ 8 panels Surface: Natural touch Treatment Edge: seamless treatment
Product Features - Random color pattern with smooth, glossy finishing -Durable - won’t fade - Easy to clean - Easy to install
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4.0 INTERIOR DESIGNING 4.2 Light Fittings Layout (Typical Floor) KILINGE Recessed spotlight, in/outdoor white, white RM 19.90 Product dimensions Cut-out diameter: 7.6 cm Max. diameter: 9 cm Height: 14 cm
PHILIPS 36W T8 827 WW Fluorescent Ceiling Light RM7 Product Features - Fluorescent tube - Length: 4 ft - 36W - Light effect: Cool white - Economical and affordable
FOTO Pendant lamp RM49.90 Product dimensions Diameter: 25 cm Height: 20 cm Cord length: 160 cm
GOTĂ– Ceiling/ wall lamp, outdoor RM19.90 Product dimensions Diameter: 19 cm Height: 10 cm
KDK WALL FAN KDK-KC4GR Wall Fan RM239 Product Features -16" Wall Mounted Fan with 3 Blades -3 speed control, timer setting and oscillation control -Manual on/off and oscillation control available
REGOLIT Floor lamp, bow, white, black RM199 Product dimensions Height: 235 cm Shade diameter: 70 cm Cord length: 218 cm
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4.0 INTERIOR DESIGNING 4.3 Reception Furniture Layout
RECLAIMED PINE Reception Desk RM450 Product dimensions Length: 150 cm Height: 150 cm / 150 cm Max. load: 50 kg Environment Table top: Product is possible to recycle or use for energy recovery Trestle: Renewable material (wood)
IVAR 2 sections/shelves, pine RM570 ÄPPLARÖ / HÅLLÖ 4-seat conversation set, outdoor RM1,180 Product description & measurements Corner section, outdoor/ one-seat section, outdoor/ table/stool section, outdoor: Solid acacia, Acrylic stain
Product dimensions Width: 134 cm Depth: 50 cm Height: 179 cm
Product description & measurements Side unit: Solid pine Shelf: Basematerial: Solid pine Side rail: Reinforced polyamide plastic Cross-brace: Steel, Galvanised
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4.0 INTERIOR DESIGNING 4.4 CafĂŠ Furniture Layout JOKKMOKK Table and 4 chairs, antique stain RM499 Product dimensions Length: 118 cm Width: 74 cm
JOKKMOKK Table and 2 chairs RM299 Product dimensions Length: 74 cm Width: 74 cm
IVAR 2 sections/ cabinet/chest RM1,490
TERJE Folding chair RM65
Product dimensions Width: 174 cm Depth: 50 cm Height: 179 cm
Product dimensions Tested for: 100 kg Depth: 51 cm Seat width: 38 cm Seat depth: 33 cm Seat height: 46 cm Height: 77 cm / 77 cm
BILLSTA Table RM329 Product dimensions Length: 70 cm Width: 60 cm Height: 74 cm
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4.0 INTERIOR DESIGNING 4.5 Room Furniture Layout
ANEBODA Wardrobe, white RM199 Product dimensions Width: 81 cm Depth: 50 cm Height: 180 cm
MYDAL Bunk bed frame RM599 Product dimensions Height: 157 cm Bed width: 97 cm Bed length: 206 cm Mattress length: 200 cm Mattress width: 90 cm
RAST Bedside table, pine RM29.90 Product dimensions Width: 52 cm Depth: 30 cm Height: 40 cm
LINNMON / ADILS Table, white RM95 Product dimensions Length: 100 cm Width: 60 cm Height: 74 cm Max. load: 50 kg
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4.0 INTERIOR DESIGNING 4.6 Washroom Furniture Layout
LAFONZA Set W/C + Basin + Water Tap RM500
-Wall mounted basin - Made of ceramic - Dimensions: H190 x W505 x D410mm
Product Features WC - 250mm S-trap roughing-in - Compact and space-saving - Made of ceramic - Dimensions: H735 x W405 x D725mm
-Water tap - Design: 92-T3 - Use to fix at basin outlet - Made from brass with chrome finish - Suitable for bathroom usage
RUBINE Stainless Steel Paper Holder RBA-SU-03-SS RM60 Product Features - Attached tissue cover to prevent the tissue from getting wet* -C-shaped holder for quick and easy roll changing - Elegant and durable - Anti rust - Easy to install - Made from grade 304 stainless steel
BELLANO ABS Hand Bidet C/W 1.2M Flexible Hose RM40 Product Features - Hand bidet with flexible hose and holder - Lever-type handle - 1.2m flexible hose - Material: ABS
89
6 + One Inc.
4.0 INTERIOR DESIGNING 4.6 Washroom Furniture Layout RUBINE 4" Single Jet Shower Rose RM70 Product Features - Ø 4" (Ø 102mm) Single mode rain shower head - 150mm shower arm, brass chromed - Wall mounted - Easy to install
FILTON Concealed Mixer RM120 Product Features - Wall-mounted shower mixer - Controls water flow and temperature - Suitable for bathroom use - Easy to install - Made from brass with chrome finish
JOHNSON SUISSE Santana 320 Wall-hung Urinal RM370
RUBINE Stainless Steel 4" Floor Grating RM48
Product Features -Top Inlet/ Back Inlet -Cleansing with nozzle or normal -With anti-splash rim and privacy shield
Product Features - Covers drain holes - Compact and space-saving - Elegant and durable - Anti rust - Easy to install
Product dimensions Length: 32 cm Width: 32 cm Height: 58 cm
90
6 + One Inc.
4.0 INTERIOR DESIGNING 4.7 Interior Capsule Rendering
91
6 + One Inc.
4.0 INTERIOR DESIGNING 4.8 Interior Café Rendering
92
6 + One Inc.
5.0 LANDSCAPE ARCHITECTURE
6 + One Inc.
5.0 LANDSCAPE ARCHITECTURE 5.1 Site Plan with Landscape
94
6 + One Inc.
5.0 LANDSCAPE ARCHITECTURE 5.2 Landscape Proposal
Children Playground
Shrub for substation screening
Wood Pallet Deck for viewing & rest area.
Shrub infill between spaces to maximize nature in building
Stone Pathway for connection between activities.
Plants for east sun shading.
Plants for west sun shading.
Sense of entrance
95
6 + One Inc.
5.0 LANDSCAPE ARCHITECTURE 5.3 Landscape Types & Details
Botanical name
Podocarpus polystachyus
Botanical name
Bucida Variegated
Botanical name
Syzygium grande
Common name
Jati Laut,Sea Teak
Common name
Spiny Black Olive
Common name
Sea Apple
Origin
Malaysia, Brunei, Indonesia
Classification
Shrub
Classification
Myrtaceae
Max. Height
4 meters
Max. Height
24 meters
Unit
9
Origin
Price (Unit)
RM 11
Malaysia, Indochina
Unit
36
Price (Unit)
RM 300
Max. Height
20 meters
landscape uses
river bank or wet area
Unit
51
Price (Unit)
RM 440 96
6 + One Inc.
5.0 LANDSCAPE ARCHITECTURE 5.3 Landscape Types & Details
Name
Bounce Back Playground Tile
Common Name
Carpet Grass
Botanic Name
Blue Zoysia
Unit
3038 sqft
Price (sqft)
RM 5
Size
500mm x 500mm
Unit
260
Price (per tile)
RM 40
Name
Stone Pathway
Name
Wood Pallet Deck
Size
150.6 sqft
Unit
54
Price (sqft)
Âą RM50
Price (unit)
RM8
97
6 + One Inc.
5.0 LANDSCAPE ARCHITECTURE 5.4 Playground Details
Name
Tyre Tower
Name
Metal Slide
Name
Monkey Swing
Unit
2
Unit
1
Unit
1
Price (Unit)
RM150
Price (Unit)
RM500
Price (Unit)
RM100 98
6 + One Inc.
6.0 QUANTITY SURVEYING
6 + One Inc.
6.0 QUANTITY SURVEYING 6.1 Property Details Land Tittle :
At Lot 13844, Jalan Ss 21a/1, Damansara Utama, 47400 Petaling Jaya, Selangor.
Area:
Selangor
Property Type:
Land For Sale
Land Type:
Leasehold (99years)
Land Status:
Empty (Zone For Commercial)
Other Info:
Non – Bumi
Land Area:
1000.00 Sq Meters (10763.90 Sq.Ft.)
Price (Per Sq.Ft.):
RM 500 Per Sq.Ft.
Land Lot Sale Price:
Rm 5,381,950.00 +/-
The proposed container hotel, the buildable maximum land area is 1000 sq. M. (10,763.90 Sq.Ft.) So, by using the references of average land sale price RM 1,500 per Sq.Ft. 10763.90 Sq.Ft.
X
RM 500.00/Sq.Ft. =
RM 5,381,950.00
100
6 + One Inc.
6.0 QUANTITY SURVEYING 6.2 Container Supplier & Details
20 ' Standard & Opentop Maximum Gross 30,480 kg (67,200 lb.) Weight Tare Weight 2,200 kg ( 4,850 lb.) Payload
28,280 kg (62,350 lb.) Dimensions
40 ' Standard & Opentop Maximum Gross 30,480 kg (67,200 lb.) Weight Tare Weight
3,655 kg ( 8,050 lb.)
Payload
26,825 kg (59,142 lb.)
External Dimensions
Length
6,058 mm (19'-10½")
Length
12,192 mm (40'-0")
Width
2,438 mm (8'-0")
Width
2,438 mm (8'-0")
Height
2,591 mm (8'-6")
Height
2,591 mm (8'-6")
Nation Cabin & Container Sdn. Bhd.
101
6 + One Inc.
6.0 QUANTITY SURVEYING 6.3 Elemental Cost Breakdown
SubStructure
Name
Container
Foundation (Sub-structure)
Unit
UNIT PRICE (RM)
Price
Container 20’
50
RM4000
RM20,000
Container 40’
3
RM6000
RM18,000
125m
RM35.60
RM4450
Foundation Mild Steel High Tensile R10 to raft foundation trench
4500KG
RM2.32
RM10,440
Reinforced Concrete (Grade 25) in sub-structural works such as piles, piers, stumps, ground floor slab and apron slab.
315m2
RM47.18
RM14,861.70
TOTAL
RM70,751.70
Precast Reinforced Concrete grade 45 SIRIM approved Raft
102
6 + One Inc.
6.0 QUANTITY SURVEYING 6.3 Elemental Cost Breakdown
SuperStructure
Name
Unit
UNIT PRICE (RM)
Price
Excavation
Machine excavation over site excavation to remove topsoil, average depth:150mm
800m2
RM2
RM1600
Excavation to reduce levels, depth, depth not exceeding:250mm
200m3
RM25
RM5,000
Excavate trench to receive raft foundation not exceeding 2m depth
40m3
RM25
RM1,000
Hardcore 50mm thk on digged area
800m2
RM9
RM7,200
TOTAL
RM14800
103
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6.0 QUANTITY SURVEYING 6.3 Elemental Cost Breakdown
SuperStructure
Name
Unit
UNIT PRICE (RM)
Price
Frame
Column – Universal Column (203mm x 133mm x 206.8mm) without finishes.
32.8
RM62.30
RM2,043.44
Beam - Universal Column (203mm x 133mm x 206.8mm) without finishes.
148.9
RM62.30
RM9,276.47
TOTAL
RM11,319.91
Stairs
Steel stairs with perforated plate nosing, bolted and welded from steel grating; 175mm riser and 255 thread.
15
RM50.00
RM750.00
Balustrades & handrail – Mild Steel Square Hollow Hand railing, intermediate rail, horizontal infill member, 50mm x 50mmx 3.2 thick mild square hollow balustrades.
40
RM150.00
RM6,000
TOTAL
RM6,750.00
104
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6.0 QUANTITY SURVEYING 6.3 Elemental Cost Breakdown
Super Structure
Name
Unit
UNIT PRICE (RM)
Price
Wire Mesh Flooring
McNICHOLS速 Flattened Expanded Metal diamond-shaped openings are flatter and smoother at 1219.2mm x 2438.4mm x 50mm thick.
52.78
RM363
RM19,159.14
28mm. Thick approved PVC flush door overall size 750mm x 2100 including fixing and ironmongery.
72
RM121.40
RM8,740.80
Powder Coated (White) 1.5mm Thick. Aluminum frame sliding door with fix translucent single glazing.
8
RM1,400.00
RM11,200
TOTAL
RM39,099.94
Internal Door
28mm. Thick approved PVC flush door overall size 750mm x 2100 including fixing and ironmongery.
72
RM121.40
RM8740.80
Powder Coated (White) 1.5mm Thick. Aluminum frame sliding door with fix translucent single glazing.
8
RM1400
RM11,200
TOTAL
RM19,940.80
105
6 + One Inc.
6.0 QUANTITY SURVEYING 6.3 Elemental Cost Breakdown
SuperStructure
Name
Unit
UNIT PRICE (RM)
Price
Ramp Railing
1000mm height stainless steel railing at 50mm diameter
200m
RM150
30,000
Corrugated steel sheet that lay under every container
1620ft2
RM4
RM6480
TOTAL
RM36480
Roofing
Black coated steel beam (UB 152x89 x16)
100m
RM25
RM25,000
Galvanized spider fitting joint
60pcs
RM120
RM7,200
1500 x 2460mm of 150mm think of reinforced concrete slab with 12mm think of polycarbonate panels
250m2
RM30
RM7500
TOTAL
RM39,700
TOTAL COST OF CONTRUCTION = RM70,751.7 + RM11,319.91 + RM6,750.00 + RM59990.40 + RM39,099.94 + RM19,940.80 + RM14,800 + RM364,800 + RM39,700 =RM627,152.75
106
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6.0 QUANTITY SURVEYING 6.3 Elemental Cost Breakdown
M&E Services
Name
Unit
UNIT PRICE (RM)
Price
1
RM900
RM900
Kitchen Tap-Rubine-RT-RJ-186/7C
1
RM170
RM170
Gas Stove
1
RM1800
RM1800
Poly-Mart 1500 Gallon Vertical Storage Tank
1
RM1770
RM1770
Hot Water Services
-
RM600
RM600
TOTAL
RM 5240
Sanitary Fixtures, Kitchen Sink-RubineHot Water JUX6221(1020X500X190)M Services
107
6 + One Inc.
6.0 QUANTITY SURVEYING 6.3 Elemental Cost Breakdown
M&E Services
Unit
UNIT PRICE (RM)
Price
-
-
RM18,000
Communication Ordering & Delivering Systems s & Data, Equipment
-
-
RM2,500
Harvesting System
-
-
RM5000
TOTAL
RM25,500
Plumbing – Water, Waste, Vents etc, Internally to Sanitary
Name -
-
TOTAL COST OF M & E SERVICES = RM 5240 + RM25,500 =RM
30,740
108
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6.0 QUANTITY SURVEYING 6.3 Elemental Cost Breakdown
Finishes & Furniture
Name
Wall & ceiling
Floor
Unit
UNIT PRICE (RM)
Price
Birch Beadboard Paneling
14617.39sqf t
RM8/sqft
RM116,939.12
Polyethylene Membrane Plastic Sheet
14617.39sqf t
RM8/sqft
RM116,939.12
TOTAL
RM 233,878.24
9339.19sqft
RM8/sqft
RM74,713.60
185
RM6.50/per pieve
RM1203
TOTAL
RM 75,916.60
2543.512sqf t
RM5/sqft
RM12,717.55
D6311 ALDER BORDEAUX
MM MOSAIC Black Wall Floor tile
Washing room
VITRO STRIPPED MOSAIC
Reception Furniture
RECLAIMED PINE (reception deck)
1
RM450
RM450
IVAR
1
RM570
RM570
ÄPPLARÖ / HÅLLÖ
1
RM1,180
RM1,180
TOTAL
RM2,220
109
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6.0 QUANTITY SURVEYING 6.3 Elemental Cost Breakdown
Finishes & Furniture
Name
Unit
UNIT PRICE (RM)
Price
Electrical
KILINGE
140
RM 19.90
RM2786
PHILIPS 36W T8 827 WW Fluorescent 4FT
6
RM7
RM42
FOTO
9
RM150
RM1350
GOTÖ
6
RM19.90
RM119.40
KDK WALL FAN KDK-KC4GR Wall Fan
48
RM
RM7152
REGOLIT
1
RM199
RM199
SCHNEIDER C-Vivace 16AX 2
88
RM7
RM616
SCHNEIDER C-Vivace 13A 250V
70
RM19
RM1330
TOTAL
RM13,594.40
Café Furniture
JOKKMOKK (Table and 4 chairs)
6
RM 499
RM2,994
LERHAMN (Table and 2 chairs)
13
RM549
RM7137
IVAR
1
RM1490
RM1490
BILLSTA
13
RM329
RM4,277
TERJE
40
RM65
RM2600
TOTAL
RM18,448 110
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6.0 QUANTITY SURVEYING 6.3 Elemental Cost Breakdown
Finishes & Furniture
Name
Room Furniture
Wash Room Furniture
Unit
UNIT PRICE (RM)
Price
ANEBODA
64
RM199
RM12,736
MYDAL
64
RM599
RM38,336
RAST
64
RM29.90
RM1,913.6
LINNMON / ADILS
64
RM95
RM6,080
SNILLE
64
RM55
RM3,520
TOTAL
RM59,065.60
LAFONZA Set
32
RM500
RM16,000
RUBINE 4" Single Jet
32
RM70
RM2,240
FILTON
32
RM120
RM3,840
RUBINE
32
RM60
RM1,920
BELLANO ABS
32
RM40
RM1,280
RUBINE Stainless Steel 4"
80
RM48
RM3,840
JOHNSON SUISSE Santana
16
RM370
5,920
TOTAL
RM35,040
111
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6.0 QUANTITY SURVEYING 6.3 Elemental Cost Breakdown
TOTAL COST OF FINISHES & FURNITURE
= RM 233,878.24 + RM 75,916.60 + RM2,220 + RM13,594.4 + RM18,448 + RM59,065.60 + RM35,040 = RM
438,162.84
112
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6.0 QUANTITY SURVEYING 6.3 Elemental Cost Breakdown
Landscape
Unit
UNIT PRICE (RM)
Price
Podocarpus polystachyus
51
RM200
RM10,200
Bucida Variegated
9
RM 20
RM180
Syzygium grande
36
RM300
RM10,800
Blue Zoysia
3038sqft
RM 5
RM15190
Stone Pathway
150.6sqft
RM50
RM7530
Wood Pallet Deck
54
RM8
RM432
Tire Tower
2
RM150
RM300
Metal Slide
1
RM500
RM500
Monkey Swing
1
RM100
RM100
260
RM40
RM10400
TOTAL
RM55,632
Bounce Back Playground Tile
TOTAL COST OF LANDSCAPE
= RM55,632
113
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6.0 QUANTITY SURVEYING 6.3 Elemental Cost Breakdown
External Work
Unit
UNIT PRICE (RM)
Price
Perimeter Fencing Installation (wooden Picket Fencing)
100ft
RM225
RM22,500
Auto gate Installation
-
RM3418
RM3,418
Concealed Drainage System
-
-
RM36,000
Sump direct system
-
-
RM40,000
TOTAL
RM101,918
Unit
UNIT PRICE (RM)
Price
-
-
RM46,158
TOTAL
RM46,158
Unit
UNIT PRICE (RM)
Price
-
-
RM23,077
TOTAL
RM23.077
Preliminary Work Preliminary Cost
Contingency Work Contingency Cost
114
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6.0 QUANTITY SURVEYING 6.3 Elemental Cost Breakdown
Name Land Cost
Price RM 5,381,950.00
Construction Cost
RM627,152.75
M&E Services Cost
RM 30,740
Finishes & Furniture Cost
RM 438,162.84
Landscape Cost
RM55,632
External Costing
RM101,918
Preliminary Cost
RM46,158
Contingency Cost
RM23.077
TOTAL
RM6,310,440.59
Land Cost Construction Cost M&E Services Cost Finishes & Furniture Cost Landscape Cost 115
6 + One Inc.
6.0 QUANTITY SURVEYING 6.4 Estimated Net Profit (100% Net Profit) HOTEL : INCOME –EXPENSESE = NET PROFIT Income
= RM230,400.00 (100%) (RM 7,680 per day)(RM 120 per room)
Expenses
= Electrical & Water Bill - RM 15,000 (per month) Workers Salary - RM 21,600 (18 workers, RM 1200 per person) Maintenances - RM 1200 = Subtotal: RM37,800
Income – Expenses = Net Profit 230,400 – 37,800 = RM 192,600 (Net Profit)
CAFÉ : INCOME –EXPENSESE = NET PROFIT Income
= RM36,000.00 (100%) (RM 1200 per day)
Expenses
= Food - RM 2000 (per month ) Electrical & Water Bill - RM 1,000 (per month) Workers Salary - RM 9,000 (2 chef, RM4500 per person) - RM 9,600 (5 workers, RM1200 per person) Maintenances - RM 800 = Subtotal: RM18,800
Income – Expenses = Net Profit 36,000 – 18,800 = RM 17,200 (Net Profit)
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6.0 QUANTITY SURVEYING 6.4 Estimated Net Profit (75% Net Profit) HOTEL : INCOME –EXPENSESE = NET PROFIT Income
= RM172,800 (75%)(RM7,680 per day)(RM120 per room)
Expenses
= Electrical & Water Bill - RM 11,250 (per month) Workers Salary - RM 21,600 (18 workers, RM 1200 per person) Maintenances - RM 1200 = Subtotal: RM34,050
Income – Expenses = Net Profit 172,800 – 34,050 = RM 138,750 (Net Profit)
CAFÉ : INCOME –EXPENSESE = NET PROFIT Income
= RM27,000 (75%)(RM 1200 per day)
Expenses
= Food - RM 1500 (per month ) Electrical & Water Bill - RM 750 (per month) Workers Salary - RM 9,000 (2 chef, RM4500 per person) - RM 6,000 (5 workers, RM1200 per person) Maintenances - RM 800 = Subtotal: RM18,050
INCOME – EXPENSES = NET PROFIT 27,000 – 18,050 = RM 8,950 (Net Profit)
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6.0 QUANTITY SURVEYING 6.4 Estimated Net Profit (50% Net Profit) HOTEL : INCOME –EXPENSESE = NET PROFIT Income
= RM115,200 (50%)(RM7,680 per day)(RM120 per room)
Expenses
= Electrical & Water Bill - RM 7,500 (per month) Workers Salary - RM 21,600 (18 workers, RM 1200 per person) Maintenances - RM 1200 = Subtotal: RM30,300
Income – Expenses = Net Profit 115,200 – 30,300 = RM 84,900 (Net Profit)
CAFÉ : INCOME –EXPENSESE = NET PROFIT Income
= RM18,000 (50%) (RM 1200 per day)
Expenses
= Food - RM 1000 (per month ) Electrical & Water Bill - RM 500 (per month) Workers Salary - RM 9,000 (2 chef, RM4500 per person) ) - RM 6,000 (5 workers, RM1200 per person) Maintenances - RM 800 = Subtotal: RM17,300
INCOME – EXPENSES = NET PROFIT 18,000 – 17,300 = RM 700 (Net Profit)
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7.0 PROJECT MANAGEMENT
6 + One Inc.
7.0 PROJECT MANAGEMENT 7.1 Success Criteria A design that can be exceeded client’s expectations which can be constructed within 6 months and within the budget not exceed the preliminary cost agreed with client.
QUALITY
The success of the project is attained when the following conditions are met. 1. The completed project has a high level of client’s satisfaction or exceed client’s expectation. 2. The completed project is well equipped with sustainable features in term of the selected materials, in assurance of proper hygiene and refinement works. 3. The completed project has no construction defects, which has been carefully planned by the professionals in field at all time.
TIME
The project is to be completed within 6 months to avoid higher exposure and risk. Therefore, in ensuring successful project delivery, the following conditions are to be met during the construction phase : 1. Transportation of materials and site monitoring is strictly adhered. 2. Construction workers are supervised by our company assigned contractors with our company architect and engineer to ensure a consistent workflow, as well as ensuring their wellbeing and fair wages. 3. Construction and installations of building components are to be completed as scheduled in Gantt Chart.
Cost
Time
Quality
Scope 120
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7.0 PROJECT MANAGEMENT 7.1 Success Criteria A design that can be exceeded client’s expectations which can be constructed within 6 months and within the budget not exceed the preliminary cost agreed with client.
COST
The success criteria of the project must be attained at the client’s budget that benefit both the stakeholder and the client. 1. Clear articulations of plan by the company consultants for attaining lowest cost with long term usable materials for building structure and furniture including reusing and salvaging materials. 2. The completed project should be attained locally and sustainable as per client’s requirement. 3. The cost must be achieved the client satisfaction that beneficial in long term.
SCOPE
The project is to follow the status of the schedule , control the influences that cause the schedule changes and manage the changes efficiently. 1. The team members always review and do a rework when is needed. 2. To have a proper estimation of the project in timescale and budget. 3. Managing the risk properly and efficiently with high awareness of health and safety precautions implemented thoroughly on site.
Cost
Time
Quality
Scope 121
6 + One Inc.
7.0 PROJECT MANAGEMENT 7.2 Risk Analysis Risk
Severity
Site Excavations (i) Damage on existing wiring
Likelihood
Cost
Impact
Strategy and Mitigation
(i)
Extra cost of cables amendments and possible of electrocuted accidents
1. Attaining physical data on the site from the authority with on site supervision surveyor
(i)
Extra cost for piping amendments
(ii)
Extra cost to compensate neighboring tenants Delay of Project Exceeding project Cost
2
1
Low
2
1
Low
3
1
Medium
3 2
5 4
Medium Medium
(i) (ii)
Labor (i) Worker’s injury on site (ii) Worker’s death on site (iii) Shortage of workers
3 4 4
2 1 2
Medium High High
(i) Lawsuits, fines & compensation (ii) Lawsuits, fines & compensation (iii) Delay of work and contract fines
1. Site manager on site to ensure safety nets, scaffolding and proper safety procedure during construction.
Construction (i) Wrong installations
2
1
Medium
(i)
1.
(i)
Client’s change of design
3
1
High
Extra labor & material cost, time delay
(i)
Time Overrun
3
1
Medium
(i)
Extra labor & material cost, time delay
(i)
Maintenance risk
2
1
Low
(i)
Fines and extra labor cost
2. Project Manager is to ensure the client do not violate any contract agreement or with mutual agreement of proper additional budget.
1
1
Medium
(i)
Extra amenities and services cost
(i)
Water & electricity from main supply are cut off which need extra cost
(i) (ii) (iii) (iv)
Higher cost of repair Delay of time Extra cost and delay of time Delay of time
(ii) Damage on existing water pipes (ii) Damaged on neighboring shop house Consultants Liability (i) Under construction specifications (ii) Wrong cost estimation
(v) Utilities unavailability
Machinery & Tools (i) Breakdown of plants & machines (ii) Lack of site mobility (iii) Insufficient tools and machines (iv) Delay of operation time
2 1 1 2
1 2 1 1
High Low High Medium
1. Make sure drawings are detailed with supervision of architect and engineer on site
Site Manager is to ensure all constructions on site is following the specification drawings.
1. Ensure trustable suppliers and contractor. 2. Good planning of machinery usage in sequence. 3. Extra labor by HR to be employed is required.
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7.0 PROJECT MANAGEMENT 7.2 Risk Analysis Risk
Severity
Likelihood
Cost
Impact
Strategy and Mitigation
Building Materials (i) Insufficient of quantity (ii) Extra materials (iii) Delay delivery (iv) Defects on material (v) Stolen of Materials
1 1 1 1 1
1 1 1 2 1
Medium N/A Low Medium Medium
(i) (ii) (iii) (iv) (v)
Exceeding project cost Wastage Time Delay Extra material cost Extra material cost
1. Ensure trustable suppliers and secure the parameter of site. Extra materials for any damages should be counted in the preliminary cost. Leftover materials can be carried on the other projects or resell back.
Natural Disasters (i) Heavy downpour (ii) High humidity on site
1 1
4 2
Low Low
(i)
Defect in materials & structural members Defect in materials & structural members
1. Proper storage and protections of materials should be taken care of.
Others (i) Bankruptcy of client (ii) Security on site
5 2
1 2
High Low
(i)
1
1
N/A
(i) Suspension of project (ii) Higher project cost and then delay (iii) None
Noise or view complaints by neighboring tenants
Likelihood
Severity
1 .
Remote
1 .
Minimal or no impact
2 .
Unlikely
2 .
Additional resources required , able to meet
3 .
Likely
3 .
Minor slip in key milestone
4 .
Highly Likely
4 .
Major slip in key milestone or critical path impacted
5 .
Near Certainly
5 .
Cant achieve key term or major program milestone
(ii)
1. Background checks on client’s financial stability, obtaining legal advice. 2. Hire security guard
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7.0 PROJECT MANAGEMENT 7.3 Consultant Work Breakdown Schedule (Gantt Chart)
124
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7.0 PROJECT MANAGEMENT 7.4 Construction Work Breakdown Schedule (General Framework)
125
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7.0 PROJECT MANAGEMENT 7.4 Construction Work Breakdown Schedule (Gantt Chart) Overall Progress Milestone
126
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7.0 PROJECT MANAGEMENT 7.5 Comparison Study of Gross Development Profit (GDP)
Percentage of Customer Flow Duration
Gross Development Profit (GDP)
100%
2 years & 6 months
RM 193,359.41
75%
3 years & 6 months
RM 40,659.41
50%
6 years & 1 month
RM 23,959.41
127
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APPENDIX
6 + One Inc.
APPENDIX CCM Minutes
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APPENDIX CCM Minutes
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APPENDIX CCM Minutes
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APPENDIX CCM Minutes
140
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APPENDIX Gross Development Profit (GDP) Calculation
141
6 + One Inc.
APPENDIX Gross Development Profit (GDP) Calculation
142
6 + One Inc.
APPENDIX Gross Development Profit (GDP) Calculation
143
6 + One Inc.
APPENDIX Gross Development Profit (GDP) Calculation
144
6 + One Inc.
APPENDIX Gross Development Profit (GDP) Calculation
145
6 + One Inc.
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6 + One Inc.