PROJECT MANAGEMENT (MGT60403 / ARC3612 / ARC3614) Project 1: DEFINING AND DOCUMENTING A PROJECT

Page 1

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.

Off-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

‘Non-Potable Water’ 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 user’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 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.

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

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

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

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


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