STUDENT SOCIAL HUB
GROUP MEMBERS Tutor : Ms Alia Chan Jia Xin
0319565
Lovie Tey Yiqing 0318155 Low En Huey
0317889
Ng Ke Ning
0323015
Ng Zheng Si
0322585
Tan Jo Lynn
0318518
2
3
CONTENTS
1
2
PROJECT INTRODUCTION
COMPANY PROFILES
Company Introduction
8
Organisational Chart
11
3
4
PROJECT MANAGEMENT
Project Manager
( FPM Group)
14
Architect
( TMT Group)
15
C&S Engineer
( PR2 Group )
16
M&E Engineer
( TMG Group )
17
Quantity Surveyor
( PTT Group)
18
Landscape Architect
( TTR Group )
19
Success Criteria
4
ARCHITECTURE 22
Design Statement
34
Work Breakdown Structure 26
Case Study
35
Pert Chart
28
Design Strategy
36
Gantt Chart
30
Design Developments
37
Spatial Organisation
38
Architectural Drawing
39
Design Visualisation
46
5
6
7
8
CIVIL & STRUCTURE
MECHANICAL & ENGINEERING
LANDSCAPE DESIGN
QUANTITY SURVEY
Site Introduction
52
Site Proposal
53
Structural Proposal
PV Power System
Solar Panel Position Rainwater Harvesting
Foundation
55
Structural
58
Structural Connection 61
66
Hardscape
94
Property Details
104
68
Softscape
95
Initial Budget
104
69
Proposed Landscape
96
Container Pricing & Details 105
Cost Breakdown
106
Architectural
106
C&S
107
77
M & E
108
79
Landscape
109
82
Other
109
Gutter Position
83
Total Cost
111
Fire Protection System
86
Overall Breakdown Analysis 112
RH Layout Lighting Fixture
71
Landscape Visualisation 100
72
Lighting Fixture Layout 74
Mechanical Ventilation
MV Layout Drainage
Fire Protection Layout 89
Consultation Cost
5
113
6
1
PROJECT INTRODUCTION 7
Client : Taylor’s University Sdn Bhd
Ms Alia as client’s representative
Requirements : 1.Budget Allocation RM 1,500,000.00
2. Maximum land size : 600m2
3. To construct using light weight construction
4. Layouts and landscaping
Scope:
Taylor’s University Sdn Bhd’s visualisation is to build a new recreational area, where it acts as a common ground for the campus community. It will also be a location where staff and students can manage and facilitates any future outdoor activities. The Students Social Hub aims to encourage interaction between students by creating recreational area such as table tennis, foosball table, outdoor cafes, reading corner as well as a lounge where people can sit down and escape from homework and workloads.
8
STUDENT SOCIAL HUB A PROJECT BY
Scope:
Taylor’s University Sdn Bhd’s visualisation is to build a new recreational area, where it acts as a common ground for the campus community. It will also be a location where staff and students can manage and facilitates any future outdoor activities. The Students Social Hub aims to encourage interaction between students by creating recreational area such as table tennis, foosball table, outdoor cafes, reading corner as well as a lounge where people can sit down and escape from homework and workloads. CONSULTED BY
9
COMPANY’S VISION •
To continue learning, growing and aspire as a group in order to remain a step ahead of global trends and influences that shape our industry in the future
•
To produce sustainable buildings that response to customer’s contentment
•
To convey projects that are energy efficient, cost saving while maintaining high qualities
COMPANY’S MISSION The mission of FPM Consultancies Services Sdn. Bhd. is to be the most and renown project management company in the world. FPM Consultancies has managed over 20 million square feet of buildings, that incorporates sustainable and passive design since its founding. We consistently seek design strategies that are authentic and in resonance with our project’s time and place.
10
ORGANISATIONAL CHART
CLIENT
Representative : Ms. Alia
Company: Taylor’s University Sdn Bhd
PROJECT MANAGER
Name : Lovie Tey
Company: FPM Consultancies Services
ARCHITECT
Name : Coco Ng Ke Ning
Company: TMT Architecture Studio
C&S ENGINEER
M&E ENGINEER
QUANTITY SURVEYOR
LANDSCAPE ARCHITECT
Name : Ng Zheng Si
Company: PR2 C&S Son Bhd
Name : Tan Jo Lynn
Company: TMG M&E Consultancies
Services Sdn Bhd
Name : Low En Huey
Company: Potato Group Sdn Bhd
Name : Chan Jia Xin
Company: Tororo Landscape Architect Sdn Bhd
11
12
2
COMPANY PROFILES 13
14
15
16
17
18
19
20
3
PROJECT MANAGEMENT 21
SUCCESS CRITERIA
• • •
TIME PROJECT DURATION
SCHEDULE PLANNING
WORK COORDINATION
PROJECT CONTROL
AND
MANAGEMENT
• •
• •
SCOPE CONSULTANT JOBSCOPE
MEETING ON WORK PROGRESSION
•
22
COST PROJECT BUDGET
MATERIAL SELECTION AND COSTING
LABOUR AND RESOURCE PLANNING
11 MONTHS Design proposal ——> Construction
MATERIALS Reusable and Modular
• • •
TIME PROJECT DURATION
SCHEDULE PLANNING
WORK COORDINATION
TEAMWORK Consultants work on similar pace to prevent delay of work
SCHEDULING Ensure smooth work progression
23
SCHEDULING Gantt Chart and WBS as work progress check point
COORDINATION Phase - oriented
• •
SCOPE CONSULTANT JOBSCOPE
MEETING ON WORK PROGRESSION
WEEKLY MEETING Updating project progress and issue
24
MATERIAL SELECTION Based on durability, costing, quality and reusability
BUDGET ORIENTED RM 1, 500, 000 . 00
• • •
COST PROJECT BUDGET
MATERIAL SELECTION AND COSTING
LABOUR AND RESOURCE PLANNING
COSTING Control budget on labor’s spending and optimal usage of materials
25
WORK BREAKDOWN STRUCTURE ( PHASE ORIENTED ) PROJECT
DESIGN ( CLIENT CONSULTANT )
POST DESIGN ( CLIENT- CONSULTANT - CONTRACTOR )
SCHEMATIC DESIGN
TENDER SUBMISSION
• •
Programming
Tender Documentation
Preliminary Design proposal
• •
•
Building Structure proposal
•
Tender Notice
• •
Building Services proposal
Tender Period
Building Energy proposal
• •
•
Schematic Landscape Design
•
Tender Review & Selection
•
Setting Project Budget
•
Award of Contractors
Finalisation of Design Proposal
•
Detailed Submission Drawing
•
Detailed Schematic Drawings
•
Detailed Structural Plans
•
Detailed Building System Schematic Diagrams
•
Pre- Tender Cost Estimation
•
Bill of Quantity
Bidding
LOCAL AUTHORITIES SUBMISSION
DESIGN DEVELOPMENT
•
Call for Tender
26
•
Building Plans Submission
•
BOMBA Plans submission
•
Submission Approval
CONSTRUCTION PERIOD
•
Site works
• •
Earthwork and Structure
•
Interior Works
• •
M&E Works
•
Site Clearance
•
CPC - Practical
POST CONSTRUCTION
•
Certificate of Completion
Architecture Finishing
Landscaping Works
Completion of Works
27
HANDLING OVER
PERT CHART 0
0
0
0
Start 0
11/9/17
2
2
2
Conceptual Design 0
1 0
2
4
Schematic Design
11/9/17
3
4
4
3
25/09/2017
4
6
10
Detailed Specification Design Details 5
5
9/10/17
11 4
Preliminary Costing 4
11/9/17
5
0
3
3
5 3
2
5
Structural & Construction Proposal 0 11/9/17 3
Load Distribution Analysis & Proposal 3 25/09/2017 5
0
2
2
2
Artificial Lighting Proposal 2 0
17
11/9/17
4
4
2
2
2
11/9/17
3
3
3
20
20
1/1/18
3
25/09/2017
5
2
4
3
10
1
4
16/10/2017
11
5
6
11
5
Schematic C&S Layout 16/10/2017
11
4
3
7
Solar & Rainwater System Proposal
Artificial Lighting Schematic Drawing
5
6
16/10/2017
9
4
4
8
2/10/17
6
Vegetation Selection Proposal
Building Plans Documentation 17
1 Artificial Ventilation Proposal
Landscape Design Proposal 1
6 General Cost Breakdown
Landscape Design Detail Specification
25/09/2017
5
2
22
5
16/10/2017
9
26
1
27
Submission Approval 20
20
22/01/2018
22
20
2
22
22
20
BOMBA 22/01/2018
22
Tender Table Document Preparation 22 5/2/18 23 23
1
1
23
24
Call for Tenders 23 24
12/2/18
24
2
26
Tender Period 24
19/02/2018
Report Review & Selections of Contract 26
26
5/3/18
27
26
1
27
Letter of Award to Contractors 26 5/3/18 27
28
PERT CHART 10
6
16
Schematic Drawings 11
20/10/2017
17
10
6
16
Detail Cost & Maintenance Breakdown 11
20/10/2017
17
11
6
17
11
Schematic C&S Drawing 20/10/2017
17
7
3
10
Artificial Ventilation Schem. Drawing 9 8
10
6/11/17
12
12
4
12
12
Schematic Landscape Drawing 9
27 28 27
27
13
27/11/2017
15
4
16
13/11/2017
13
13
4/12/17
17
1
28
29
4
33
Mobilisation and Preliminaries 12/3/18 29 1
13
2
15
Drainage System Proposal & Dwg 15
18/12/2017
17
33
4
37
33
Architectureal Finishing 30/04/2018
37
37
4
41
Rendering
28
Erection of Scaolding 28
3
Energy Harvesting Sys. Schem. Dwg
Sub-Structure and Interior Works ( ID ) 29 2/4/18 33
41
Mechanical and Engineering Works
12/3/18
29
1
28
37
22/05/2018
41
2
43
Landscaping Works 41 43
Installation of Site Services
19/06/2018
43
1
44
Site Clearance
28
12/3/18
29
27
2 Earthwork and Structure
29
27
19/03/2018
29
43
29
3/7/18
44
1
45
CPC - Practical Completion of Works 44
44
10/7/18
45
45
1 CCC - Handing Over
46
45
17/07/2018
46
GANTT CHART Task ID
GANTT CHART Description
1. Schematic Design
Duration ( Days) 28
2017 SEPTEMBER 4 11 18 25
OCTOBER 2
9 16 23 30
2018
NOVEMEBER DECEMBER 6 13 20 27
4 11 18 25
JANUARY 1
8 15 22 29
FEBRUARY
MARCH
5 12 19 26
5 12 19 26
APRIL 2
9 16 23 30
MAY 1
8 15 22 29
JUNE
JULY
AUGUST
5 12 19 26
3 10 17 24 31
7 14 21 28
4 Weeks
Architect
Critical
Conceptual Design
14
Schematic Design
14
Sequence
28
Duration
Structural and Construction Proposal
21
Load Distribution Analysis and Proposal
14
Completed Task
Quantity Surveyor Preliminary Costing Civil and Structural Engineer
Mechanical and Electrical Engineer Artificial Lighting Proposal
Milestone
14
Artificial Ventilation Proposal
7
Solar and Rainwater Harvesting System Proposal
7
Milestone
Landscape Architect Landscape Design Proposal
14
Vegetation Selection Proposal
14
Planning Authority Submission
14
2. Design Development
84
12 Weeks
Architect Detailed Specification of Design Details
42
Detail Schematic Drawings
42
Quantity Surveyor General Cost Breakdown
42
Detailed Cost and Maintenance Breakdown
42
Civil and Structural Engineer Schematic C&S Layout
42
Schematic C&S Drawing
42
Mechanical and Electrical Engineer Artificial Lighting Schematic Drawing
21
Artificial Ventilation Schematic Drawing
21
Energy Harvesting System Schematic Drawing
21
Drainage System Proposal and Schematic
14
Landscape Architect Landscape Design Detail Specification
28
Schematic Landscape Drawing
28
Rendering
28
3. Submission and Approval
35
BP- Building Plans Documentation
21
BP- Submission Approval
14
BOMBA - Submission Approval ( Active and Passive )
14
4. Tender Phase
35
Tender Table Document Preparation Tender | Call for Tenders Tender Period Tender Report REview & Selections of Contract Letter of Award to Contractors 5. Construction Phase Mobilisation and Preliminaries
5 Weeks
Milestone 5 Weeks
7 7 14 7 7
Milestone 20 Weeks
140 7
Erection of Scaffolding Installation of Site Services Earthwork and and Structure sub-structure Sub-Structure and Interior InteriorWorks Works ( ID Super structure and ( ID ) )
14
Architectureal Finishing : Facade , Roof and External Works
28
Mechanical and Engineering Works
28
Landscaping Works
14
28
Site Clearance
7
CPC - Practical Completion of Works
7
CCC - Handing Over
7
Milestone
30
31
32
4
ARCHITECTURE 33
DESIGN STATEMENT
CLIENT OBJECTIVES
USER GROUPS
PUBLIC REALM
SUSTAINABILITY
To manage and facilitate any
Students
To create a leisure resting spot
Active and passive design
future outdoor activities
Teachers
during the normal hour
strategies are implement to the
To create a common bond within
University Staff
recreational centre design to
the campus community
create a self sustaining design.
34
CASE STUDY Stacked shipping containers from temporary pavilion by People’s Architecture Office
The Beijing-based architecture studio stacked up containers into two rows with opposite angles to create a building that boasts zigzagging edges, projecting and terraces and cantilevered drawings.
SOLID & VOID
INTERLOCKING OF SPACES Solid : Grey hatch
Void : Red Hatch
Roof Plan
1st Floor Plan
FULL HEIGHT WINDOW
TRANSPARENT LAYER OF SCREENING
SHADING
Outdoor gathering space is formed or performs as a viewing deck to enjoy the views
Sharing of space and connecting of circulation
To provide a breather ( void ) in a confined space ( solid )
To provide visual interaction among the space and the surrounding
BALCONY
The overhang cantilevered design of the container create a shading ground areas for activities
Roof Plan
EXPANSION OF ACTIVITES
To allow high permeability of views and interaction
35
Section 1 -1
To blur the indoor and outdoor boundary
COLUMNS
By supporting the second floor, it creates pocket space for the building
DESIGN STRATEGIES HUMAN DENSITY The site is enclosed and nearby
VENTILATION
a parking area. The density of
The direction of wind
people concentration is mainly
comes from north east
at the parking area outside,
and south west direction
thus the site has become a node connecting circulation from the car park
PEDESTRIAN CIRCULATION There is fencing around
TRAFFIC FLOW
the site. The only The traďŹƒc at the south of the
pedestrian path way is
site is in two way
beside the river, which forces the visitor to take a long road
36
DESIGN DEVELOPMENTS
SITE 30m x 20m
FRAMING DESIRED VIEW Framing the inside and outside view of container to frame the tree and river
CENTRALISED POCKET SPACE Use vegetation as part of design for natural
NEGATIVE VIEW BLOCKAGE Elevate up the solid to block the negative view ( car park )
ENTRANCE Create a open entrance to give a sense of welcoming
VENTILATION Balcony is located according to the wind direction
FENCING Fencing are built to surrounded the container to restrict the view
VEGETATION Trees and bushes are strategically located to create buffer from car park area
37
SPATIAL ORGANIZATION
38
ARCHITECTURAL DRAWINGS - GROUND FLOOR PLAN
39
ARCHITECTURAL DRAWINGS - FIRST FLOOR PLAN
40
ARCHITECTURAL DRAWINGS - SECOND FLOOR PLAN
41
ARCHITECTURAL DRAWINGS - SECOND FLOOR PLAN
42
ARCHITECTURAL DRAWINGS - EAST AND WEST ELEVATION
43
ARCHITECTURAL DRAWINGS - NORTH AND SOUTH ELEVATION
44
ARCHITECTURAL DRAWINGS - SECTION A-A / SECTION B-B
45
46
DESIGN VISUALISATION
47
DESIGN VISUALISATION
48
DESIGN VISUALISATION
49
50
5
CIVIL AND STRUCTURAL 51
SITE INTRODUCTION
SITE CONDITION
Location : Zone H Parking, Taylor’s University, Jalan Taylor, 47500, Subang Jaya
Site is located near the zone H parking, which is an abandoned area for lorries. Students are allowed to park at site as there is existing fencing at the boundary of the site.This, entrance is proposed to our building by removing part of the fencing, creating a new entrance for our building
The roadwork of the site is sandy most with some gravels in the ground. Sandy soil base will create a softer ground when it rains, creating an unstable ground for our proposed building. Water will accumulate and create a worse road condition.
PROPOSED EARTHWORK Asphalt pavement surface course. Asphalt pavement base course.
Advantages :
-
Cheap and durable
Speed of construction take 1 - 2 days
Sandy soil could be strengthen and ease the movement of vehicles
Aggregrate base course
-
moist soil
Existing soil
Avoid accumulation of water which causes Smooth finishes create a better movement surface for vehicles and pedestrians
PREPARATION OF WORK
Existing parking
Clearance of site is done by settling up hoardings around the boundary of clearance area. Flattening, levelling and excavating job is done to prepare for foundation and piping work
Exisitng Fencing
Excavation for drainage system
Exisitng Fencing
Excavation for foundation Excavation for manhole
River
ROADWORK
Existing parking
Exit to existing parking
Proposed roadwork boundary
Exisitng Fencing
Entrance River Exisitng Fencing
Proposed roadwork boundary Existing parking
Proposed roadwork ease the movement of vehicles, creating a fluent flow of vehicle circulation. This will not aect the existing parking and also attract more flow to the proposed building. The existing roadwork is crushed roadwork, thus asphalt roadwork is proposed to create a better road condition at site.
FOUNDATION
FOUNDATION Types of foundation proposed
RAFT FOUNDATION Raft foundation is generally used on softer soil types. It provides a solid base, there is no hollow space in the foundation. This soil is removed down to correct depth. The foundation bed is then compacted by ramming. Reinforcement bars are played over the foundation bed. Concrete is poured on the reinforcement.
The ground is excavated 40cm deep and then levelled.
A compacted hardcore layer and a blinding layer is added inside
Reinforcements are added. This will strengthen the foundation
Wood is used as the formwork to hold the concrete in shape
Concrete is then poured into the framework, levelled and the left to dry
Then the soil is added to fill the gap between foundation and soil
ADVANTAGES
• Cheaper and quicker to use than traditional footing
• The foundation and floor slab is combined, which saves time and materials
• Less excavation is required compared to strip foundation
• Prevent future problems such as termite infestations
DISADVANTAGES • They can prone to edge erosion if they are not treated properly
• Less effective as the load of the building is going to be focused on a single point
CONCLUSION Raft foundation is chosen as it is cheaper and quicker foundation method as compared to others.
This could shorten the construction time for foundation, thus fastening the overall construction period of the building.
Also, the ground of the site is uneven and sandy. Raft foundation is suitable for unstable
sandy site condition by creating a flat foundation to spread the load evenly.
FOUNDATION Types of foundation proposed
CONCRETE FOOTING FOUNDATION Concrete footing foundation is used to avoid the uplifting containers from the ground. To secure the container to the concrete footing, the container units are welded to the steel plate bolted with 500mm x 500mm width footing buried at 500mm deep into the ground
ADVANTAGES Cheaper and quicker to use than traditional footing
CONCLUSION:
The foundation is units saves times and materials
Concrete footing foundation is chosen as it is a cost effective
Less excavation is required compared to strip foundation
foundation method. It uses lesser time to construct compared to
the slab foundation, thus the construction period is shorten. By
anchoring the container to the footing into the ground, the building
DISADVANTAGES
will have lower risk to encounter uplifting suction problems.
The building is not removable
57
STRUCTURAL FOR CONTAINER This type of container is reused by 40’ high container ( 12.2m x 2.44m x 2.6m ) { L x W x H } due to the availability in the market. The price is cheaper and easier to construct. Shipping containers are selfsupported with beams and stout, marine-grade plywood flooring already in place, thereby eliminating time and labor during the home-building process.To keep cost down, the steel corrugated metal remains as the walls. CONTAINER MODIFICATION The corrugation panels ( roof, sides and back ) floor, purlins, front doors , frame and rails from an integrated structural skin. They are strong and made to carry floor loads in excess of what is required for typical home construction. But when modifying them, cutting holes to penetrating members, they are weakened. When cutting a shipping container or removing any of the paneling, it’s structural integrity is compromised. Thus, steel framing will be required to frame out the opening.
Structural Framing of a 40’ Container
Deformation of container
Top rail
reinforcement
Side panel
reinforcement Modification of container 58
59
PROPOSED STRUCTURE FOR CONTAINER Additional bracing
Existing structure
Additional fixture
Additional bracing
Existing structure
Additional fixture
Additional bracing
Existing structure
Additional fixture
Additional bracing
Existing structure
Additional bracing
Existing structure
Additional fixture Additional fixture
By using additional bracing to the roof of the container,
this could strengthen the structure of the container and
able to withstand the load above. Additional fixture is
the powder coated aluminium framing which helps to
strengthen the opening
Additional bracing
Existing structure
Additional fixture
60
STRUCTURAL CONNECTION
Steel plate set in concrete with
bolts and nuts
Corners of containers are welded
Corner of container welded to the steel plate to secure position
CONTAINER TO FOUNDATION

CONTAINER TO CONTAINER

The container is welded to the steel plate which is set on the
The corners of the containers are welded together to secure the
concrete footing with bolts and nuts, rooting the container to the
position of the containers, creating a stronger structure instead
concrete footing foundation
of weak modules.
61
PROPOSED STEEL H - COLUMN
The stacking of container creates cantilevered structure, thus to support the container, steel H- column and Ibeam is proposed for the structure.
62
STRUCTURAL CONNECTION
63
64
6
MECHANICAL AND ELECTRICAL 65
OFF GRID PHOTOVOLTAIC ( PV ) POWER SYSTEM
OPERATION FLOW
The photovoltaic system oers electricity in conditions where utility power is not available. It is an ideal system for situations where the building is located o-grid, connections are not available, for example cottages and container buildings positioned away from power connections and craving greater energy independence. It commonly has a fossil fuelled generator connected for back up purpose.
The system consists of an array of photovoltaic panels connected together in groups and are connected to a Combiner Box that is located near the array. The DC electricity from the photovoltaic panels flows through Combiner Box to a Controller in the inverter system. The Controller regulates the DC power to the batteries. The Inverter converts the power to AC electricity which is normal household power. The AC electricity goes to the main electrical panel. Once in the electrical panel, the electricity is used by the loads connected to the panel, such as lights or appliances. During periods of no sun the generator is used to provide power to the loads and charge the batteries.
PV INSTALLED ON A CONTAINER
The photovoltaic panels can be roof mounted and be maximum 100 meters distanced from batteries, where it should be in a warm environment and closed to the inverter system. To ensure access to electricity at all times, the systems require battery storage and a backup generator.
The installation of system begins only after the completion of building, which takes up to three days. But due to the requirement of connecting to electricity system, wiring of electrical conduits needs to be taken into consideration during the earlier stage.
66
COMPONENTS Battery Bank
Solar Charge Controller Image of Fixture
Image of Fixture
Product Dimension (mm)
915mm x 516mm
Product Dimension (mm)
174mm x 140mm x 55mm
Rated Charge/Discharge Current
20A
Rated Charge/Discharge Current
20A
Nominal Capacity
1000AH
Rated Voltage
12V/24V auto work
Charging Mode
PWM mode
Over Charge Protection
13.7V/27.4V
Operating Humidity
<90% N.C.
Weight
0.58kg
Working Temperature
-20°C ~ 70°C
Sub-Function
LCD display and 2 pieces USB
Off-Grid Inverter Image of Fixture
Photovoltaic Panels Image of Fixture
Product Dimension (mm)
360mm x 421mm x 152mm
Weight
15.6kg
Number of Independent MPPT
2
DC Max. Power
2900W
DC PV Voltage Range
90V - 500V
DC Max. Inout Voltage
500V
AC Grid Connection Type
Single phase
Product Dimension (mm)
1325mm x 991mm x 45mm
AC Rated Power
2500W
Heat resistance
145°C
AC Max. Output Current
12.5A
Average lifespan
60 years
Stand-by Consumption (night)
<0.5W
67
SCHEMATIC DRAWINGS
ELEVATIONS Installed PV solar panel on roof
Photovoltaic panels dimensions.
Oï¬&#x20AC;-grid PV system wiring diagram.
68
RAINWATER HARVESTING SYSTEM The rainwater harvesting system involves the collection of water from surfaces on which rain falls, and subsequently storing this water for later use. The collection of water is usually received from roofs of buildings and stored in rainwater tanks. The system takes full advantage of the rainfall patterns to effectively harvest rainwater to enable water cost saving while involving in greening the environment. The storage tank should be automatically switches to the mains without disruption in water supply during periods of heavy usage. In Malaysia, relatively high average rainfall contributes to the advantage of usage of the system to reduce utility bill throughout the functioning of building.
OPERATION FLOW
The system consists of a water holding tank to store water collected from roof by rainwater downpipes, where the size varies depending of space available and usage of water. As it is fed by gutters surrounding the building, a filter is needed to be installed to stop debris in water form entering the water holding tank, where different levels of filtering are available depending on the quality of water needed. A separated piping system is needed for the harvested water supply, connecting to areas where water usage is needed. This is due to the satisfaction and appropriation of water demand that result in certain part of building still need to be connect to the main supply.
The installation of system begins only after the completion of building, which only require one day according to the supplier’s description. But due to the requirement of connecting to water supply system, instalment of piping layout needs to be taken into consideration during the earlier stage.
69
COMPONENTS Image of Fixture
Function
1
Gutter. Rainwater management solution that is designed with durability and reliability. It Is made from high tensile Aluminium Zinc for enduring colour consistency and corrosion resistance to withstand harsh weather conditions.
2
Filter Collector. Removes and prevents debris, leaves and sand from entering the storage tank by directly discharging dirt to the drain.
3
First Flush Diverter. Reduces the pollution of tank water by diverting the first flush of contaminated water away from the tank.
4
Monier Rainwater Tank. Stores filtered rainwater.
5A
Automatic Switch over Device. functions as a pump controller. It receives signals from the sinker float sensor, water pressure sensor and mains water supply sensor; and controls the running of the pump and automatically selects the water source.
5B
Part Fill Valve. The purpose is to automatically maintain a low level of water in the tank during periods of no or low rainfall. This allows the tank to continually supply water while leaving capacity in the tank for refilling in the next rainfall.
6
Centrifugal Pump. To boost pressure. The pump is only active when water is drawn from the tank.
7
Level Indicator. A dial-type indicator that displays the level of water in the tank.
8
â&#x20AC;&#x2DC;Non-Potable Waterâ&#x20AC;&#x2122; sign. All water may look the same but it isn't. Install a Non-Potable Water sign to prevent people from drinking unsafe water.
Diagram selected rainwater harvesting system.
Diagram selected rainwater harvesting system.
70
ELEVATION
Installed rainwater down pipe and gutter
Installed rainwater harvesting water tank
71
LIGHTING FIXTURES The electricity wiring layout starts after the screeding and IPS (Intrusion Prevention System) works. It starts off with ceiling tendon marking during the MEP (Mechanical Electrical & Plumbing) first fix on ceilings and walls, where floor tiling comes after. The instalment requires one whole day. Whereas for the setting up of lighting fixtures, it comes after the complete finishing of ceiling, walls, and floor, connecting them to the wiring layout installed, taking up another one day.
Types of Fixture
Surface Mount LED Downlight
Types of Fixture
Pendant Light
Image of Fixture
Image of Fixture
Product Dimension (mm)
700mm x 700mm x 30mm (Assembled)
Type of Luminous
Daylight
Luminous flux (lumen)
1000 lumen
Power (Watt)
14.2W
Color Temperature (Kelvin)
5000
Color Rendering Index (CRI)
90
Types of Fixture
Landscape Path Wall Light
Image of Fixture
Product Dimension (mm)
104mm Ø ceiling plate
Product Dimension (mm)
75mm x 30mm x 130mm
Type of Luminous
Warm White
Type of Luminous
Cool White
Luminous flux (lumen)
300 lumen
Luminous flux (lumen)
403 lumen
Power (Watt)
15W
Power (Watt)
10W
Color Temperature (Kelvin)
5000
Color Temperature (Kelvin)
4000
Color Rendering Index (CRI)
80
Color Rendering Index 80 (CRI)
Average life rate (hours) 50000
Average life rate (hours) 3000
Average life rate (hours)
50000
Type of Light Fixture
LED
Type of Light Fixture
Incandescent S14 Lightbulb
Type of Light Fixture
LED
Spaces
Kitchen, Table Tennis Games Area
Spaces
Toilet, Cafe, Counter, Indoor Recreational Area
Spaces
Staircases, Courtyard, Viewing Deck
Quantity
9
Quantity
58
Quantity
20
72
Types of Fixture
Recessed Ceiling Light
Types of Fixture
Image of Fixture
Emergency Light
Image of Fixture
Product Dimension (mm)
102mm x 102mm x 77mm
Type of Luminous
Daylight
Luminous flux (lumen) 760 lumen
Product Dimension (mm)
876mm x 203mm x 89cm
Bulb Type
60 Straw hat LED
Input Voltage
220V./50Hz
Power (Watt)
9.5W
Color Temperature (Kelvin)
5000
Average life rate (hours)
High brightness: 4 hours
Low brightness: 10 hours
Color Rendering Index (CRI)
80
Color Temperature (Kelvin)
3500
Average life rate (hours)
50000
Lamp Current
700mA
Weight
4kg
Type of Light Fixture
LED
Spaces
Spaces
Lounge, Office, Reading Corner
Lounge, Office, Reading Corner
Quantity
34
Quantity
9
73
LIGHTING FIXTURES LAYOUT
Lounge
Lounge
UP
Office
Outdoor Recreation Area
12338
2527
12114
Kitchen
Male Toilet Counter
Cafe
Female Toilet
2468
GROUND FLOOR PLAN
NTS
74
LIGHTING FIXTURES LAYOUT
Viewing Deck LEGEND
DN DUPLEX SWITCH
WALL LIGHT
Indoor Recreation Area Reading Reading Corner Corner
CEILING DOWNLIGHT
PENDANT/RECESSED LIGHT
1 GANG SWITCH
2 GANG SWITCH
DISTRIBUTION BOARD
METER BOX
EMERGENCY LIGHT
TELEVISION AERIAL SOCKET
25 mm CIRCUIT LINE
FIRST FLOOR PLAN
NTS
75
LIGHTING FIXTURES LAYOUT
LEGEND DUPLEX SWITCH
WALL LIGHT
CEILING DOWNLIGHT
PENDANT/RECESSED LIGHT
1 GANG SWITCH
2 GANG SWITCH
DISTRIBUTION BOARD
METER BOX
Table Tennis Games Area
EMERGENCY LIGHT
TELEVISION AERIAL SOCKET
25 mm CIRCUIT LINE
THIRD FLOOR PLAN
NTS
76
MULTI-SPLIT AIR CONDITIONING SYSTEM The multi-split air conditioning systems consist of an outdoor compressor, which is capable to connecting to multiple indoor air outlet units. The outdoor units houses components that include compressor, condenser, and expansion valve. Whereas the indoor units, which deliver conditioned air, involve evaporator or cooling coil, and the cooling fan. The units can be wall mounted, floor standing or ceiling cassettes, allowing flexible adjustment for matching virtually any interior design. The system’s indoor units maintain quiet operation as the compressor unit is located outside. Compact design of the outside compressor and extra long piping also ensure conveniency in installing for various type of building. The systems capability of enabling user to regulate temperature and air-flow options in each space for ideal atmosphere according to usage preference benefits the Malaysia tropical climate, where air movement, temperature, humidity level and air purity fluctuates seasonally.
The system instalment begins with ceiling tendon marking and the setting up of ducts and electrical conduits during the MEP (Mechanical Electrical & Plumbing) first fix. The fixing of outdoor and indoor air conditioning units only applies during the MEP final fix, after the ceiling grid-work is complete. The installation aims to be completed in one day.
Types of Fixture
LG A5UQ48GFA0 5.0HP Inverter Outdoor Unit
Types of Fixture
LG - 18k BTU Ceiling Cassette with Grille
Types of Fixture
Image of Fixture
Image of Fixture
LIBERO-E- 2.5kW Wall Mounted Inverter Air Conditioner
Image of Fixture
Product Dimension (mm)
950mm x 1170mm x 330mm
Cooling Capacity
7640 ~ 48000 ~ 55200
Total Piping Length (Max.)
85m
Power Supply
ø,V,Hz 1/230/50
Net Weight
Product Dimension (mm)
711.2mm x 711.2mm x 60.96mm
Air Flow
388CFM 459CFM
Remote Control
84kg
No. of Connection to Indoor Units (Max.)
5
Quantity
3
77
Product Dimension (mm)
885mm x 285mm x 210mm
Air Flow
12m³/min - 27m³/ min
Wireless
Total Piping Length
3m - 15m
Voltage
208Volts
Power Supply
Ø/V/HZ 1 / 220-240/ 50
Frequency
60Hz
Frequency
47Hz
Net Weight
19kg
Net Weight
11kg
Quantity
10
Quantity
5
SOLAR ASSISTED AIR CONDITIONING SYSTEM The system component is powered by Photovoltaic cells, which able to saves electricity up to 80%. It is easy to be installed and short startup cooling available compared to conventional models. It provides efficient and steady cooling during operation, similarly to common air conditioning system. It also offers high adaptability to run at high temperatures to low temperature (-7°C - 53°C). Types of Fixture
Branch box
Hybrid Solar Conditioner Indoor Units
Image of Fixture Outdoor Unit
Multi-Spilt Air Conditioning System diagram
Product Dimension (mm)
990mm x 400mm x 770mm
Power
1750W
Voltage
220V
Capacity
24000BTU Operation flow after installation of solar collection fixture.
Quantity
3
78
Lounge Lounge
UP
Office
Outdoor Recreation Area
Kitchen
Male Toilet Counter
Cafe
GROUND FLOOR PLAN
NTS
79
Female Toilet
2468
12338
2527
12114
Viewing Deck Viewing Deck
DN
Reading Corner
Indoor Recreation Area
FIRST FLOOR PLAN
NTS
80
Table Tennis Games Area
SECOND FLOOR PLAN
NTS
81
LIGHTWEIGHT PVC DRAINAGE SYSTEM PVC piping system is a product that offers reliable and durable service for various usage. It provides tremendous weight advantage, reducing number of installers needed as well as lower cost for transportation with higher payloads. Its resistance to fracture increase 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.
Types of Fixture
Harvest Rainwater Lightweight Rain Drain Pipe
Image of Fixture
Product Dimension (mm)
3.2mm THCK.
Gutter: 125mm x 85mm x 100mm
Downspout: 86mm x 63mm
Shape
K-styple
Temperature
-40 ~ 75 ℃
Length
Customisable
Material
PVC
Total Length
130302mm
PVC Drainage System Structure diagram
82
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.
Lounge Lounge
Office
UP
Types of Fixture
Outdoor Recreation Area
uPVC Non-Pressure Soil and Waste pipe
FT
Kitchen
Image of Fixture FT
Male Toilet Counter
Cafe
Lounge
UP
Product Dimension (mm)
Female Toilet
Office
Outdoor Recreation Area
32mm - 315mm
FT
Kitchen
FT
System range
Material
Traps, push-fit waste system, solvent weld systems, push-fit overflow systems, soil and vent systems, solvent weld overflow systems, floor gullies
Male Toilet Counter
Cafe
Female Toilet
Light Grey uPVC
Both system above are installed after the earthwork and structure stage, where skeleton of building is formed. Installation process of drainage system will takes up to one day whilst sanitary system aims to complete within two days.
GROUND FLOOR PLAN
NTS
83
DN
DN
ROOF PLAN
NTS
84
85
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 is 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.
The system installation occurs at the MEP (Mechanical Electrical & Plumbing) final fix, after floor tiling works of building are completed. But due to electricity and water requirement, wiring and piping path should include the fixtures locations during the process. The installation of components includes fire sprinkler, which takes up to one day, emergency lights and KELUAR signage that require one day for instalment, and alarm system that needs another one day for complete set up, which includes fire alarm bell, heart detector, fire control panel etc. Area clearance and final ceiling works follows after the instalment is complete.
Diagram of Fire Alarm System.
86
Break Glass Alarm Trigger Image of Fixture
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
Quantity
KELUAR Signage
Phone jack: Confirmation
LED: Reset button
6
Product Dimension (mm) Operating Voltage
Dry Powder Fie 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
576mm x 71mm x 165mm 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
Fire Rating
13A/55B
Quantity
6
Quantity
6
87
Heat Detector Image of Fixture
Image of Fixture
Product Dimension (mm)
111m DIA. x 45mm
Ambient Temperature
0째C ~ 55째C
Voltage Range
12V ~ 30V DC
Alarm Current
40mA
Material
Fire Alarm
Fire-Proof Plastic
Weight
130g
Color
White
Quantity
3
Fire Alarm Control Panel
Image of Fixture
Product Dimension (mm)
152.4mm DIA.
Product Dimension (mm)
510mm x 1220mm x 230mm
Current Draw
0.030A
Power Supply Input
240V AC 50Hz
Operating Temperature Range
-31째F ~ 140째F
Charger
Auto
Operating Voltage Range
19.2 - 26.4 V DC
End of Line
8K2 Ohms
Sound Output
85 dBA
Auxiliary Output
24V 1Amp
Quantity
1
Quantity
1
88
2527
12114
Lounge
Lounge
Office
K
K
DP
UP
12338
Outdoor Recreation Area Kitchen
K DP
Male Toilet DP
Counter
Cafe
Female Toilet
2468
89
DP
K
Viewing Deck DP
K DP
DN
Indoor Recreation Area Reading
Reading Corner Corner
K DP
90
K DP
K DP
K
Table Tennis Games Area
91
92
7
LANDSCAPE DESIGN 93
HARDSCAPE The carpark surrounded and within the site is the only hardscape that can be found. No built pedestrian pathway that lead to the site were built. The existing fences resulted in separation of the carpark and the site. A existing entrance exist, however located hidden and far from the main pedestrian circulation.
In the proposal, fences will be removed while creating a new pedestrian pathway that will catch userâ&#x20AC;&#x2122;s attention while reducing the walking distance to the entrance.
94
EXISTING SOFTSCAPE Existing trees and grass surrounds the site and forms a barrier as they are right next to the river. The trees act as a buďŹ&#x20AC;er zone for the site, while giving some shades around the site.
In the proposal, more trees and plants will be planted in the given site to provide more shading to the recreational station, enhancing thermal comfort for the users.
95
LANDSCAPE PROPOSAL The initial idea for the landscape design is to invite nature into the recreational area, creating a therapeutic environment for people to relax. By creating more shadings in the recreational area t h ro u g h g re e n e r i e s , u s e r s c o u l d e n j o y themselves in a greener and more comfortable environment. White trees are planted, showing a contrasting between the striking colour of the container, giving in an aesthetic value to the site. This could attract people to stop by. The turd around the perimeter of our proposed building is meant to act as a boundary line of the site. Wooden tiles act as a pedestrian path to lead users into the building. By giving a clearer wayfinding direction for the users, it is easier to capture the flow, attracting more users to the building.
96
LANDSCAPE PROPOSAL
97
LANDSCAPE PROPOSAL
98
LANDSCAPE PROPOSAL
99
ELEVATION
100
PERSPECTIVE
101
102
8
QUANTITY SURVEY 103
PROPERTY DETAILS Project Title Land TItle Property Type Land Type Land Status
Recreational District Zone H car park of Taylor's University Lakeside Campus, Jalan Taylors, 47500 Subang Jaya, Selangor, Malaysia. Taylor's University Compund Freehold Open Carpark
PRELIMINARY ESTIMATE
PRELIMINARY ESTIMATE
The allocation of the Recreation District approved by the board is RM 1,500,000.00. (not inclusive of professional fees) CATEGORY Operational Expenditure Cost and Development Cost
NAME Authority Preliminary Cost Contingency Cost Material Wastage Cost GST
% 3 6 5 5 6 Total
PRICE (RM)
CATEGORY Consultation Cost
NAME Architectural Civil & Structure Engineering Mechanical & Electrical Engineering Quantity Surveyor Landscape Architecture
% 10 10 8 3 2 Total
PRICE (RM)
CATEGORY Other Costing
NAME Labour Cost Sub-contractor cost
% 8 10
PRICE (RM)
Total TOTAL
104
45,000.00 90,000.00 75,000.00 75,000.00 90,000.00 375,000.00
150,000.00 150,000.00 120,000.00 45,000.00 30,000.00 495,000.00
120,000.00 150,000.00 270,000.00 1,140,000.00
Container Supplier and Pricing Supplier Location : Port Klang Selangor
40’ Container Brand New Pricing
: RM25,000.00
Pre-used Pricing
: RM10,000.00
Type
: High Cube
External Dimension (L x W x H), mm
: 12192 x 2439 x 2590
Internal Dimension (L x W x H), mm
: 12022 x 2345 x 2390
Door Openings (W x H), mm
: 2340 x 2280
CONTAINER SUPPLIER & PRICING
SUPPLIER LOCATION
Port Klang, Selangor
20’ Container Brand New Pricing
: RM25,000.00
BRAND NEW
RM25,000.00
Pre-used Pricing
: RM10,000.00
PRE-USED
RM10,000.00
Type
: High Cube
TYPE
High Cube
External Dimension (L x W x H), mm
: 6096 x 2439 x 2590
TARE WEIGHT,kg
3960
Internal Dimension (L x W x H), mm
: 6011x 2345 x 2390
CUBIC CAPACITY ,m³
67.7
Door Openings (W x H), mm
: 2340 x 2280
EXTERNAL DIMENSION (L x W x H), mm:
12192 x 2439 x 2590
INTERNAL DIMENSION (L x W x H), mm:
12022 x 2345 x 2390
DOOR OPENINGS (W x H), mm:
2340 x 2280
PRICE (INCLUSIVE OF GST), RM:
TBC
105
1.0 Item A
B
Architectural Description Container 40ft Pre-used container (dim: 12192L x 2439W x 2590H) 20ft Pre-used container (dim: 6096L x 2439W x 2590H) Container delivery Floor
Unit
Self Adhesive Wooden Texture Vinyl Flooring (914L x 153W) C
D E F G
Door Aluminium framed, Interior single swing Merpauh wood door single leaf, (915W x 2134H) Powder coated aluminium framed, Exterior multi swing laminated glass door double leaf, (1830W x 2134H) Installation Windows Aluminium framed fixed insulated glass windows Railing Stainless steel railing with glass infill (1100H) Stairs Stainless steel staircase, 15 steps with hot dipped galvanised finishing Furniture Café: self assembly MDF top with solid rubberwood legs (900W x 750H) Office: self assembly solid pine office table (1200L x 750W x 730H) Reading Corner: extendable tables (1200L x 700W x 750H) Kitchen : MDF top rubber wood venner finishing (1600L x 900W x 740H) Tennis Tables Café: Polypropylene plastic chair with steel leg frame (470D x 390W x 770H) Office: Stretchy Office Computer Armchair Seat Lounge: Two-seat sofa with solid hardwood frame (930D x 1650W x 930H) Solid wood round stool Palmer wooden outdoor bench (610D x 1143W x 889H) Office: Particleboard bookshelf (240D x 620W x 1650H)
Unit Price (RM)
Quantity
no. no.
10,000.00 5,000.00
6 1
60,000.00 5,000.00
m²
165.60
190.32
31,516.99
no.
390.00
7
2,730.00
no.
1,250.00
3
3,750.00
NO.
200.00
1
200.00
no.
75.00
48
3,600.00
m²
74.50
56
4,172.00
no.
3,585.00
3
10,755.00
no. no. no. no. no. no. no. no. no. no. no.
429.90 248.50 590.00 394.68 875.00 56.00 36.70 895.00 60.00 576.00 169.00
5 3 2 2 2 20 3 2 16 4 6
2,149.50 745.50 1,180.00 789.36 1,750.00 1,120.00 110.10 1,790.00 960.00 2,304.00 1,014.00
TOTAL
106
Amount (RM)
135,636.45
2.0 Item A
B
C
D
E
F
G
Civil & Sturctural Description Earthwork Machine excavation to remove top soil Excavation on trench to receive raft foundation Excavation for pit for footing
mᵌ mᵌ mᵌ
280.00 80.00 60.00
35 60 28
9,800.00 4,800.00 1,680.00
Foundation Precast reinfored concrete (grade40) raft Concrete footing foundation Wrot timber for formwork
mᵌ mᵌ tonne
241.00 28.00 830.00
55 25 10
13,255.00 700.00 8,300.00
Blinding Blinding beneath footing
mᵌ
100.00
26
2,600.00
Surfacing Asphalt roadwork involving machine
m²
75.00
400
30,000.00
Drainage Water construction for site accomadation
week/worker
10.00
2
20.00
Superstructure Structural Steel Column (6500H x 20) Structural Steel Beam Modification to container by adding powder coated aluminium bracing
tonne tonne m
2,700.00 3,000.00 2,000.00
23 20 5
62,100.00 60,000.00 10,000.00
Joints Stainless steel plates for connecting steel columns to footing (200L x 200W) Aluminium hollow section for solar and mounting
set no.
2,700.00 2,800.00
6 7
16,200.00 19,600.00
Unit
Unit Price (RM)
Quantity
TOTAL
107
Amount (RM)
239,055.00
3.0 Item A
B
C
D
E
F
G
Mechanical & Electrical Description Air Conditioning System LG A5UQ48GFA0 5.0HP inverter outdoor unit (950L x 1170W x 330H) LG-18k BTU - Ceiling Cassette with Grille (711.2L x 711.2W x 60.96H) LIBERO-E- 2.5k Wall Mounted Inverter Air Conditioner (885L x 258W x 210H) Solar Assisted Air Conditioning System (990L x 400W x 770H) Electrical System 14.2W Surface Mount LED Downlight (700L x 700W x 30H) 15W Incandescent S14 lightbulb (140mm dia), warm white 10W Landscape path wall light (75L x 30W x 130H) , cool white 9.5W Recessed Ceiling Light (102L x 102W x 77H) Emergency Light (876L x 203W x 89H) Plugpoints 1 gang switch 2 gang switch Duplex switch Television aerial socket Drainage Systems uPVC Non-pressure soil and waste pipe (100mm dia) Sirim approved U-shaped roof gutter Solar System Monolithic 100W Solar Panel Installation Fire Fighting System Break glass alarm trigger Keluar signage Dry powder fire extinguisher Heat detector Fire alarm Fire alarm control panel Installation Rainwater harvesting system Second hand HDPE barrels (220 litre) Galvanised iron gutter 22 gauge ditto uPVC Rainwater down pipe (150mm diamater) Filtering sytem Centrifugal pump Vattenmec 3-40PC Multi-Stage Centrifugal Booster Pump Piping and mechanical components
Unit
Unit Price (RM)
Quantity
Amount (RM)
no. no. no. no.
7,168.00 2,092.00 2,445.00 3,684.00
3 10 5 3
21,504.00 20,920.00 12,225.00 11,052.00
no. no. no. no. no.
65.00 19.90 23.90 14.50 39.00
9 58 20 34 9
585.00 1,154.20 478.00 493.00 351.00
no. no. no. no.
19.30 23.00 79.00 35.93
6 8 8 3
115.80 184.00 632.00 107.79
m m
11.38 23.25
200 100
2,276.00 2,325.00
no. no.
710.00 1,500.00
14 1
9,940.00 1,500.00
no. no. no. no. no. no. no.
18.00 118.00 78.00 64.39 130.00 1,200.00 500.00
6 6 6 3 1 1 1
108.00 708.00 468.00 193.17 130.00 1,200.00 500.00
no. m² m set set set
50.00 18.74 17.28 685.00 999.00 1,500.00
4 160 130.3 1 2 1 TOTAL
200.00 2,998.40 2,251.58 685.00 1,998.00 1,500.00 98,782.94
4.0 Item A
B
Landscape Description Softscape Tabebuia roseo-alba Zephyranthes Candida
no. no.
1,371.00 67.51
8 35
10,968.00 2,362.85
Hardscape Belian (65W x 450L) Granite Tiles (300L x 150W) Wooden Fence (1000H) Wooden Tile (900L x 300W) Tile adhesive additives
m² m² m m² bag
98.00 33.76 65.00 40.09 6.50
77.31 42 22 54 6
7,576.38 1,417.92 1,430.00 2,164.86 39.00
Unit
Unit Price (RM)
Quantity
TOTAL
5.0 Item 1 2 3 4 5
Operational Expenditure Cost and Development Cost Description Authority Preliminary Cost Contingency Cost Material Wastage Cost GST
Percentage (%) 6 11 5 10 6
Construction Cost (RM) 499,433.40 499,433.40 499,433.40 499,433.40 499,433.40 TOTAL
6.0 Item 1 2 3 4
Construction Cost Description Architectural Civil and Structural Mechanical and Engineering Landscape
Amount (RM)
25,959.01
Amount (RM) 29,966.00 54,937.67 24,971.67 49,943.34 29,966.00 189,784.69
Amount (RM) 135,636.45 239,055.00 98,782.94 25,959.01 TOTAL
499,433.40
7.0 Item 1 2 3 4 5 6 7
Others Description
Unit
Contractor General Worker Electrician Skilled worker Plant and equipment operator Carpenter All-risk insurance
day day day day day day day
Unit Price (RM)
Quantity
220.00 150.00 200.00 200.00 200.00 200.00 200.00
120 120 50 50 50 50 135 TOTAL
110
Amount (RM) 26,400.00 18,000.00 10,000.00 10,000.00 10,000.00 10,000.00 27,000.00 111,400.00
OVERALL PROPOSED DEVELOPMENT OF RECREATIONAL DISTRICT Item Descrip9on
Amount (RM)
1
Opera9onal Expenditure Cost and Development Cost
189,784.69
2
Construc9on Cost
499,433.40
3
Others
111,400.00 TOTAL
111
800,618.09
Total Construc9on Cost Percentage
17% 24%
14% 30%
3%
12%
Architectural
Civil and Structural
Mechanical and Engineering
Landscape
112
Labour
Opera9onal Expenditure Cost and Development Cost
CONSULTATION COSTS The allocation for consultation fees is RM100,000.00 the most. Item 1 2 3 4 5
Consultants Architect Civil and Structural Mechanical and Engineering Landscape Architect Quantity Surveyor
Item 1 2 3 4
Recyclable Products Value 20ft container 40ft container Structural steel column Stuctural steel beam
Percentage (%) 35 30 20 10 5 Unit no. no. tonne tonne
Total Fee (RM) 35,000.00 30,000.00 20,000.00 10,000.00 5,000.00 Unit Price 10,000.00 5,000.00 2,700.00 3,000.00
Quantity 6 1 23 20 TOTAL
Percentage of recyclable products value = Recyclable Product Value/ Construction Cost x 100% = RM187100.00/ RM800618.09 x 100% = 23.36%
113
Amount(RM) 60,000.00 5,000.00 62,100.00 60,000.00 187,100.00
114
9
APPENDIX
- REFER TO ATTACHMENT FOR TO SCALE DRAWINGS-
115
A
B
GROUND FLOOR PLAN
Ground Floor Plan NTS1 : 100
116
A
B
FIRST FLOOR PLAN
First Floor Plan NTS1 : 100
117
A
B
SECOND FLOOR PLAN
Second Floor Plan NTS1 : 100
118
North Elevation NTS 1 : 100
NORTH ELEVATION, SOUTH ELEVATION
119
South Elevation 1 : 100 NTS
East Elevation NTS 1 : 100
EAST ELEVATION, WEST ELEVATION
120
West Elevation 1 : 100 NTS
TABLE TENNIS GAME AREA VIEWING DECK
VIEWING DECK
OFFICE CAFE
Section A-A 1NTS : 100
TABLE TENNIS GAME AREA
READING CORNER
VIEWING DECK
INDOOR RECREATION AREA
SECTION AA, SECTION BB
CAFE
121
Section B-B 1NTS : 100
122
123
124