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
1
PROJECT INTRODUCTION 2
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.
3
STUDENT SOCIAL HUB A PROJECT BY
Strong project management is one of the signature at our company. Project management is not just about managing a project based on time and budget, it’s also about providing leadership and organisation to the consultant team.
Beyond our strength in design , we excel at complex projects where the standard solutions don’t apply. We are able to see the big picture and maintain focus for ourselves and our client.
Our approach to the management of communication is built around the concept of a single point of contact. Every project, we will ensure that each consultant designates a similar responsible party, to ensure the smooth flow of the entire process. CONSULTED BY
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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.
5
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
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2
COMPANY PROFILES 7
8
9
10
11
12
13
3
PROJECT MANAGEMENT 14
SUCCESS CRITERIA
• • •
TIME PROJECT DURATION
SCHEDULE PLANNING
WORK COORDINATION
PROJECT CONTROL
AND
MANAGEMENT
• •
• •
SCOPE CONSULTANT JOBSCOPE
MEETING ON WORK PROGRESSION
•
15
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
16
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
17
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
18
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
19
•
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
20
HANDLING OVER
PERT CHART
21
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
4 Weeks
Architect Conceptual Design
14
Schematic Design
14
Quantity Surveyor Preliminary Costing
28
Civil and Structural Engineer Structural and Construction Proposal
21
Load Distribution Analysis and Proposal
14
Mechanical and Electrical Engineer Artificial Lighting Proposal
14
Artificial Ventilation Proposal
7
Solar and Rainwater Harvesting System Proposal
7
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
5 Weeks
7 7 14 7 7 20 Weeks
140 7
Erection of Scaffolding Installation of Site Services Earthwork and Structure
14
Sub-Structure and Interior Works ( ID )
28
Architectureal Finishing : Facade , Roof and External Works
28
Mechanical and Engineering Works
28
Landscaping Works
14
Site Clearance
7
CPC - Practical Completion of Works
7
CCC - Handing Over
7
22
JUNE
JULY
AUGUST
5 12 19 26
3 10 17 24 31
7 14 21 28
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
23
Section 1 -1
To blur the indoor and outdoor boundary
COLUMNS
By supporting the second floor, it creates pocket space for the building
4
ARCHITECTURE 24
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.
25
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
26
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
27
SPATIAL ORGANIZATION
28
ARCHITECTURAL DRAWINGS - GROUND FLOOR PLAN
29
ARCHITECTURAL DRAWINGS - FIRST FLOOR PLAN
30
ARCHITECTURAL DRAWINGS - SECOND FLOOR PLAN
31
ARCHITECTURAL DRAWINGS - SECOND FLOOR PLAN
32
ARCHITECTURAL DRAWINGS - EAST AND WEST ELEVATION
33
ARCHITECTURAL DRAWINGS - NORTH AND SOUTH ELEVATION
34
ARCHITECTURAL DRAWINGS - SECTION A-A / SECTION B-B
35
36
DESIGN VISUALISATION
37
DESIGN VISUALISATION
38
DESIGN VISUALISATION
39
5
CIVIL AND STRUCTURAL 40
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
46
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 47
48
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
49
STRUCTURAL CONNECTION
50
6
MECHANICAL AND ELECTRICAL 51
OFF GRID PHOTOVOLTAIC ( PV ) POWER SYSTEM SCHEMATIC DRAWINGS ELEVATIONS Installed PV solar panel on roof
Photovoltaic panels dimensions.
Off-grid PV system wiring diagram.
52
RAINWATER HARVESTING SYSTEM
OPERATION FLOW
53
ELEVATION
Installed rainwater down pipe and gutter
Installed rainwater harvesting water tank
54
LIGHTING FIXTURES
Types of Fixture
Surface Mount LED Downlight
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
Average life rate (hours) 50000
Spaces Quantity
Recessed Ceiling Light
Image of Fixture
Image of Fixture
Type of Light Fixture
Types of Fixture
LED Kitchen, Table Tennis Games Area 9
Types of Fixture
Landscape Path Wall Light
Image of Fixture
Product Dimension (mm)
102mm x 102mm x 77mm
Product Dimension (mm)
75mm x 30mm x 130mm
Type of Luminous
Daylight
Type of Luminous
Cool White
Luminous flux (lumen)
403 lumen
Power (Watt)
10W 4000
Luminous flux (lumen) 760 lumen Power (Watt)
9.5W
Color Temperature (Kelvin)
5000
Color Temperature (Kelvin)
Color Rendering Index (CRI)
80
Color Rendering Index 80 (CRI)
50000
Average life rate (hours)
50000
Average life rate (hours) Type of Light Fixture
LED
Type of Light Fixture
LED
Spaces
Spaces
Lounge, Office, Reading Corner
Staircases, Courtyard, Viewing Deck
Quantity
34
Quantity
20
55
MULTI-SPLIT AIR CONDITIONING SYSTEM
Types of Fixture
LG - 18k BTU Ceiling Cassette with Grille
Types of Fixture
Image of Fixture
LIBERO-E- 2.5kW Wall Mounted Inverter Air Conditioner
SOLAR ASSISTED AIR CONDITIONING SYSTEM Types of Fixture
Hybrid Solar Conditioner
Image of Fixture
Image of Fixture
Product Dimension (mm)
711.2mm x 711.2mm x 60.96mm
Air Flow
388CFM 459CFM
Remote Control
Product Dimension (mm)
885mm x 285mm x 210mm
Air Flow
12m³/min - 27m³/ min
Product Dimension (mm)
990mm x 400mm x 770mm
Wireless
Total Piping Length
3m - 15m
Power
1750W
Voltage
208Volts
Power Supply
Ø/V/HZ 1 / 220-240/ 50
Voltage
220V
Frequency
60Hz
Frequency
47Hz
Capacity
24000BTU
Net Weight
19kg
Net Weight
11kg
Quantity
10
Quantity
5
Quantity
3
56
ACTIVE FIRE PROTECTION
Diagram of Fire Alarm System.
57
7
LANDSCAPE DESIGN 58
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 user’s attention while reducing the walking distance to the entrance.
59
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 bu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.
60
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 through greeneries, users could enjoy 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.
61
LANDSCAPE PROPOSAL
62
LANDSCAPE PROPOSAL
63
ELEVATION
64
PERSPECTIVE
65
8
QUANTITY SURVEY 66
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
67
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
68
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
71
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
72
800,618.09
Total Construc9on Cost Percentage
17% 24%
14% 30%
3%
12%
Architectural
Civil and Structural
Mechanical and Engineering
Landscape
73
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%
74
Amount(RM) 60,000.00 5,000.00 62,100.00 60,000.00 187,100.00