Pm1

SCHOOL OF ARCHITECTURE, BUILDING & DESIGN Bachelor of Science (Honours) (Architecture)

MGT60403 - Project Management Project 1: DEFINING AND DOCUMENTING A PROJECT

Tutor: Ms. Alia Ahamad

Group members Student Name

ID

Jeffrey Liew Jun Yi

0317951

Chia Cheng Wei

0322091

Tan Wei Zhen

0318560

Ricco Soh

0319890

Song Sung Ho

0322100

TABLE OF CONTENTS 1.0 Project Introduction 1.1 Project Briefing 1.1.1 Client 1.1.2 Scope 1.1.3 Requirement 1.1.4 Objectives 1.2 Case Study 2.0 Company Background 2.1 Organization Chart 3.0 Site Documentation 3.1 Site Introduction 3.2 S.W.O.T. Analysis 4.0 Project Design 4.1 Architect 4.2 Civil and Structural Engineer 4.2.1 Earthwork 4.2.2 Foundation 4.2.3 Connection Details 4.2.4 Structure for Container 4.2.5 Building Structure and Engineering Works 4.2.6 Storm Water and Drainage System 4.2.7 Road Works 4.2.8 Sewage Reticulation System 4.2.9 Water Reticualtion System 4.3 Mechanical and Electrical 4.3.1 Light Fixtures 4.3.2 Electric Switch 4.3.3 Mechanical Ventilation System Fan 4.3.4 Drainage System 4.3.5 Rainwater Harvesting System 4.3.6 Solar Photovoltaic (PV) System 4.3.7 Active Fire Protection

5.0 Costing 5.1 Property Details 5.2 Container Supplier and Details 5.3 Cost Breakdown 5.4 Total Construction Cost 6.0 Project Management 6.1 Success Criteria 6.1.1 Efficiency and Quality Control Planning 6.2 Table of Dependencies 6.3 Pert Chart 6.4 Gantt Chart 7.0 Conclusion 8.0 Appendix

1.0 Project Introduction 1.1 Project Briefing 1.1.1 Client Taylor’s University Sdn. Bhd.

(Taylor’s University Lakeside Campus

Ms Alia Ahamad

(Taylor’s University representative)

1.1.2 Scope Taylor’s Management has approached your project management company with an idea of a ‘Recreational District’ to be built on Site A. A building that will house students’ recreational activities both indoors and outdoors. The ‘Recreation Station’ will be used during the upcoming Architectural Workshop to be held at the University compound in August 2018. As such, it needs to be carefully planned and implemented to its completion before August 2018. In order not to interfere with the campus activities during the semester, a proper project management plan has to prepared 1.1.3 Requirement 1. Land size per site given by client 2. Site layout and landscaping 1.1.4 Objectives 1. To provide recreational activities both indoors and outdoors.

2. To provide a place for staff and students to create a common bond.

Figure 1.1.1 Current site A condition and usage

1.2 Case Study

Ccasa Hostel Architects

: TAK architects

Location

: NHA Trang, Khanh Hoa Province, Vietnam

Area

: 195 sq.m.

The hostel consists of three functional blocks: serving block, sleeping block (three old shipping containers that was painted three colours symbolize different type of bedrooms) and washing block and connected through a common space that is shared space as well as pathway. Space (corridors) that is opened to the nature to maximize natural ventilation & natural shading.

The pergola covering around the hostel not only makes it look greener but also acts as a second skin to protect from direct sunlight and cooling the air inside.

By using old shipping containers, steel frame and the green trees, pergola, Ccasa hostel has brought both strong, industrial yet both harmonic, natural feeling.

The shared space was expanded to the maximum to increase the connection between travelers, the washing area is shared as well.

2.0 Company Background 2.1 Consultants Company History and Profile

3.0 Site Documentation 3.1 Site Introduction

Our site is located at Taylor’s Lakeside University Campus, Jalan Taylor, Bandar Sunway, 5000 Petaling Jaya. The prominent feature of the university is the education that Taylor best provide which in conjunction we are to provide a recreational district to further develop the connection between the staff and students.

Site A, known as one of the areas in car park zone H, is currently an open parking area that currently is unused by campus students or staff except for the security guarding the car park zone. Therefore, the site is used to build the recreational district given the strategic location of good accessibility being next to the car park.

.

Lakeside view

3.2 S.W.O.T. Analysis

Strength - Vegetation - Ease of access - Walking distance to academic blocks

Weakness - Poorly maintained - Underused/Underutilized space

Opportunity - Vast are of even ground& soil condition reduce eartwork cost - Possible node in the future

Threats - Lack of shaded areas - Security issues - Unorganized vehicle parking

4.0 Project Design

4.1 Architect

4.2 Civil and Structural Engineering Report 4.2.1 Earthwork

Figure 4.1 Overview of site

The site is located at Zone H parking lot, No.1, Taylor’s University, Jalan Taylor’s, 47500, Subang Jaya. The site is currently covered with sand and crusher run stone. In preparation for the start of the construction, excavation of soil will be taken part as the start of the construction process after site clearance.

4.2.2 Foundation Shallow Strip Foundation

Figure 4.2 Foundation

Figure 4.3 Section of foundation

ADVANTAGES

DISADVANTAGES

Conventional method

Low durability

Suitable for sand soil

Inability to make monolithic binding of

Low cost

the floor to the basement

Simplicity of design Familiar technology Shallow strip foundation was proposed due to its conventional and cheap method of construction. Besides, it is also easy to adapt to many types of design and also provide high compressive strength which causes the structure to be more rigid under unstable soil condition.

4.2.3 Connection Details Horizontal Clamp Connector

Figure 4.4 Horizontal connection using horizontal clamp connector

Corner casting is a type of structural element to allow 2 or more containers to be connected horizontally and vertically at all 8 corners of the container.

Universal Bridge Clamp

Figure 4.5 Universal Bridge Clamp connecting vertically

The connection between the containers at the ground floor and first floor are connected by the universal bridge clamp. It provides perfect sealing and prevent any damage.

4.2.4 Structure for Container

Figure 4.6 Structural components of container

The type of container chose are 20’ container (6.1m L x 2.4m W x 2.6m H) due to the availability in the market. Modifying and cutting parts of the container will weaken the existing structural system, therefore bracing is proposed on the parts that are weakened. Insulation is being added in the walls of the container to provide a quiet and cooler environment for the users.

4.2.5 Building Structure and Engineering Works

Figure 4.7 Footings and ground beams position proposed

Footings and ground beams are proposed in order to support the wooden decking on the ground floor. Shallow strip foundation and concrete footings are proposed thanks to the ability of concrete to deal with water since they will be underground. Steel beams are proposed to be the structural components above ground due to the ease of construction and lightweight construction as well as low construction cost.

4.2.6 Storm Water and Drainage System

Figure 4.8 Proposed Storm Water and Drainage System

Proposed drainage system is intended to collect rainwater and avoid nuisance flooding.

According to our site, the rainwater collected from the 200mm x 200mm rainwater down pipe is going to be transfer to the underground drain pipe connected to the existing nearest discharge point.

4.2.7 Road Works

Figure 4.9 Road works layout proposed

Trees and shrubs as well as turf grass are proposed as softscape around the containers in respond to balance the hardscape, in this case its the wooden decking.

4.2.8 Sewage Reticulation System

Figure 4.10 Sewage Reticulation System proposed

Figure 4.11 Section of washroom showing the system

Sewage and waste water are proposed to channel into an underground septic system for this container recreation district. Consultation and submission to IWK Malaysia is required in order to receive sewer management approval.

4.2.9 Water Reticulation System

Figure 4.12 Water Reticulation System proposed

Consultation and submission to SYABAS Malaysia is required in order to receive water supply. Water source channel from nearest water main is being proposed.

4.3 Mechanical and Electrical 4.3.1 Light fixtures LED light bulbs and tubes are used because it consumes less energy with an extended lifespan of 35,000-50,000 hours. Its maintenance is less and made of recyclable with non-toxic materials, so it’s eco-friendly.

Proposed lighting fixtures Item LED Light Tube

Location Office,

Specs

Quantity

Supplier: Philips

20

Reading Space, Lamp Wattage: 20W Student

Color

Lounge, Game

82RA

Room

Rendering

Index,

CRI:

Color Temperature, K: 2730K Color Designation: Cool White Lumens, LM: 1200LM

LED Pendent Light

Toilet, Cafeteria, Lounge Area

Supplier: Philips

26

Lamp Wattage: 60W Color

Rendering

Index,

CRI:

100RA Color Temperature, K: 2700K Color Designation: Warm White Lumens, LM: 245LM LED Wall Light

Shaded Courtyard, Balcony

Supplier: Philips

8

Lamp Wattage: 27W Color

Rendering

Index,

CRI:

82RA Color Temperature, K: 2700K Color Designation: Warm White Lumens, LM: 265LM

LED Pedestal Light

Shaded Courtyard, Balcony

Supplier: Philips

17

Lamp Wattage: 15W Color

Rendering

Index,

CRI:

82RA Color Temperature, K: 2100K Color Designation: Warm White Lumens, LM: 1200LM

Supplier lighting fixtures 

Philips

4.3.2 Electric Switch Proposed Electrical switch 1Gang

10AMP

one

way 2Gang 10AMP one way 3Gang

switch at 1600mm AFFL

switch at 1600mm AFFL

Quantity: 3

Quantity: 9

Proposed electrical switch socket 2Gang 13AMP switch socket outlet at 400mm AFFL

Quantity: 22 Supplier of electrical switch and electrical switch socket ï‚·

Schneider Electric

Lighting fixture plan layout

10AMP

one

switch at 1600mm AFFL

Quantity: 2

way

4.3.3 Mechanical Ventilation System Fan Ceiling fan is allowing the natural air to ventilate, cool down the air and making the user feel more comfortable. The exhaust fan expel the foul air out from the building to keep the air fresh in the building.

Item

Location

Specs

Ceiling Fan

Cafeteria,

Supplier: Panasonic

Game

Quantity 10

Room, Air Delivery (m3/min): (Low) 15 –

Lounge,

20, (High) 45 - 61

Reading space, Motor HP: 0.08 Student

Motor Type: 14 Pole Condenser

Lounge

Motor Noise Level (dB): <58

Wall mounted exhaust Toilet,

Supplier: Panasonic

fan

Power Consumption (W): 34

Cafeteria

Motor Rating: 240V / 50Hz Noise Level (dB): 42

Supplier of fan and exhaust fan

3

Cassette type air conditioner system Indoor ceiling mounted unit, cassette AC could provide an effective cooling effect for large spaces, for example lounge, student lounge and reading space. We choose 4-way cassette type air condition to provide greater efficiency and provide better thermal comfort. We used multi head split system air condition to save cost and space. We used it for the 1st floor due to low ceiling height in ground floor.

Item

Model Indoor

Quantity unit:

Daikin

Air Indoor unit: 3

Conditioning

Outdoor unit: 1

FCQ100KAVEA

Cassette

(50kW/ 17,100 btu/hr) (950 x 950 x 256)mm Outdoor

unit:

RZR100MVM

Daikin

Split unit air conditioner system The usage of split unit system is applied to area with relatively small coverage and all in ground floor.

Item

Model Indoor

Quantity unit:

FTKC25NVMM

Daikin Indoor

(2.5kW/ outdoor unit: 6

8,500 btu/hr) (295 × 798 × 370)mm Outdoor

unit:

RKV25NVM (595 × 795 × 300)mm Supplier of air conditioner 

Daikin

and

Daikin

Mechanical ventilation plan layout

4.3.4 Drainage system We have chosen to use aluminium as our main material for drainage system.

Aluminium gutters are known for their durability as well as their aesthetically pleasing exterior. It will not crack easily and easy to install, hence, low maintenance and save cost.

Figure: Exploded Drainage system 1500mm Aluminium Gutter

200 x 200mm Aluminium Downpipe

A bigger dimension of downpipe needed due to one-way slope of the roof.

Supplier of drainage components ď&#x201A;ˇ

Thung Hing

4.3.5 Rainwater harvesting system Rainwater harvesting is a technique used for collecting, storing and using rainwater for landscape irrigation and other uses. It is to promote the eco-green concept as it could harvest cheap and reliable source of clean water to irrigate the landscape, toilet flushing and other water supply purpose.

Components Rainwater systems come in all shapes and sizes, from simple catchment system under a downspout to large above and/or underground cisterns with complex filtration systems that can store thousands of gallons of water.

Benefit of rainwater harvesting system Makes use of a natural resource and reduces flooding, stormwater runoff,



erosion and contamination of surface water with pesticides, sediment, metals and fertilizers. 

Promotes both water and energy conservation



Excellent source of water for landscape irrigation, with no chemicals such as fluoride and chlorine, and no dissolved salts and minerals from the soil.



Reduces the need for imported water



No filtration system required for landscape irrigation

Water

tank(ground)

litres capacity

Supplier Tokoma Sdn. Bhd.

2500 Water pump(electrical)

Rainwater Pre-tank Filter

Drainage and rainwater harvest system position

4.3.6 Solar Photovoltaic (PV) System Solar photovoltaic (PV) modules are typically installed on the roof as retrofitted or integrated as part of the building. These modules will convert sunlight into direct current (DC) power at sunny day time. Solar energy is sustainable energy. By using Solar Photovoltaic (PV) to generate electricity for the building and it aren't depleting the planet of anything that it needs and nor pumping out any nasty by-products such as carbon dioxide.

Components

1. Solar Photovoltaic Modules: Solar photovoltaic (PV) modules are typically installed on the roof as retrofitted or integrated as part of the building. These modules will convert sunlight into direct current (DC) power at sunny day time.

2. Inverter: The DC power from the solar photovoltaic (PV) is sent to an inverter, where it is converted into alternating current (AC) power or standard electrical current for home uses.

3. Metering: Output of the inverter is fed back to the local utility TNB distribution's grid via direct feed. Therefore, an AC kWh meter is installed besides TNB supply meter to record and monitor the PV electricity generated.

4. Utility Grid: The GCPV system allowing the home remains connected to the utility grid to supply with electricity when more power is needed than the GCPV

Product proposal: Crystalline Module

Power rating: 250Wp Type: Polycrystalline with Aluminum Alloy Frame Bypass diode: Included

Solar Inverter

Max input voltage: 600-800Vdc Nominal power output: 4000-50000Wac Max power output: 4000-50000Wac IP rating: IP54 Weight: 26-38kg

Supplier Green Innotech Sdn Bhd

Solar Photovoltaic System plan layout

4.3.7 Active Fire Protection Active fire protection is a group of systems that require some amount of action or motion in order to work efficiently in the event of a fire. The system is important to protect the property from damage and keep the users of the building safe.

Fire Alarm

Emergency Light

Exit Sign

Dry Powder Fire Extinguisher

Manual Call Point

Fireman intercom system

Supplier for fire protection system ď&#x201A;ˇ

Excel Fire Engineering Sdn Bhd

Fire protection appliances plan layout

5.0 Costing 5.1 PROPERTY DETAILS

Project Title: Recreation District Land Title: Zone H carpark premise of Taylorâ&#x20AC;&#x2122;s University Lakeside Campus, Jalan Taylors, 47500 Subang Jaya, Selangor, Malaysia.

Property Type: Taylors University compound Land Type: Freehold Land Status: Above Parking lot Price per sq.ft: RM880

5.2 Container Supplier & Details

20â&#x20AC;&#x2122; Container Internal Capacity(m3)

33.2

Maximum Gross Weight (kg)

30,480

Tare Weight (kg)

2,170

Payload

28,130

External Dimension (m)

-Length

6.05 2.44

-Width 2.59 -Height Internal Dimension (m)

-Length

5.90 2.35

-Width 2.38 -Height Supplier

MK CONTAINERS

40â&#x20AC;&#x2122; Container Internal Capacity(m3)

67.0

Maximum Gross Weight (kg)

30,480

Tare Weight (kg)

3,750

Payload

26,730

External Dimension (m)

-Length

12.19 2.44

-Width 2.59 -Height Internal Dimension (m)

-Length

12.01 2.35

-Width 2.38 -Height

Supplier

MK CONTAINERS

5.3 ESTIMATION COST BREAKDOWN

Item

Descriptions

Unit

Qty

Rate

Amount

(RM)

(RM)

5,000.00

10,000.00

1,000.00

1,000.00

20

3.50

70.00

Day/crane

14

300.00

4,200.00

i) First 200 kwh

Per Kw/h

3

0.44

1.31

ii) Subsequent (>200) kwh

Per Kw/h

3

0.51

1.53

Sum

2

2,000.00

4,000.00

No. of tank

1

500.00

500.00

worker

20

1.50

30.00

Sum

2

500.00

1,000.00

A Safety boots

pair

20

150.00

3,000.00

B Safety helmets

No.

20

20.00

400.00

No.

5

200.00

1000.00

1.0.0 PRELIMINARY COST 1

Temporary site office & building A Second-hand Cabin 20’ x 10’

2

No.

2

Light & Power A Connection Fee B Power consumption for worker’s

Sum Month/ worker

quarter C Power consumption for Mobile crane D TNB Rate for commercial use

3

Water for the work A Connection Fee B Water tank and piping C Water construction for site accommodation D Water consumption for site use

4

5

Month/

Safety precaution

Fire protection A Fire extinguisher TOTAL TO COLLECTION PAGE

25,202.84

Item

Descriptions

Unit

Qty

Rate

Amount

(RM)

(RM)

2.0.0 ARCHITECTURAL 1

Second-hand containers A 20’

No.

9

5,000.00

45,000.00

B 40’

No.

6

7,000.00

42,000.00

A Single swing door

No.

1

900.00

900.00

B Double swing door

No.

7

1,830.00

12,810.00

C Folding door

m3

285

126.00

35,910.00

A 4885 x 2500

No.

6

2,565.00

15,390.00

B 3215 x 1650

No.

4

1,114.00

4,456.00

C 4885 x 410

No.

3

421.00

1,263.00

D 5000 x 2740

No.

2

2,877.00

5,774.00

Sheets

24

298.00

7,152.00

m2

297

45.00

13,365.00

m2

273

140.00

38,220.00

m2

743

18.00

13,374.00

2

Doors

3

Windows Insulated glass windows

4

Walls & Ceilings A High OSB Foam Panel (1250 x 2500)

5

Floors A Wooden deck floor (Balcony, Cantilever flyover & Courtyard) B Polished concrete floor

6

Paints A Exterior chemical powder paint F

TOTAL TO COLLECTION PAGE

235,614.00

Item

Descriptions

Unit

Qty

Rate

Amount

(RM)

(RM)

3.0.0 BUILDING WORKS 1

Structural steel works A Universal column

kg

7072.65

0.90

6,365.40

B Universal beam

kg

35180.7

0.90

31,662.66

3 2

Foundation A Shallow strip foundation

m3

63.85

232.00

14,813.20

B Footing

m3

0.94

232.00

218.50

C Ground slab

m3

56.55

232.00

13,119.60

m3

70.68

50.00

3,534.80

m2

245

45.00

11,025.00

Per unit

27

31.00.

837.00

m2

245

18.00

4,410.00

Set

1

3,287.00

3,287.00

3

Excavation A Excavation for pit & ground slab

4

Roof A Metal deck roof B C Channel â&#x20AC;&#x201C; Aluminium (100 x 25 x 6000) C Insulation

5

Staircase A Stainless stair case

TOTAL TO COLLECTION PAGE

89.273.16

Item

Descriptions

Unit

Qty

Rate

Amount

(RM)

(RM)

4.0.0 M & E Works 1

2

Solar power system A Crystalline module

No.

8

1195.00

9,560.00.

B Solar inverter

No.

8

1,688.00

13,504.00

No.

2

1730.00

2,270.00

B Rain water down pipe

m

200

11.00

2,200.00

C Electrical water pump

m

2

10,350.00

20,700.50

D Galvanised gutter

m

100

20.00

2,000.00

E Internal filter

Set

2

4,800.00

9,600.00

F Piping & Mechanical component

Set

2

6,363.00

12,726.00

A 1500mm Aluminium Gutter

m

100

20.00

2,000.00

B Aluminium Downpipe

m

200

11.00

2,200.00

A Cassette type air conditioner

No.

3

1,890.00

5,670.00

B Split unit type air conditioner

No.

6

1,100.00

6,600.00

C Outdoor condenser unit

No.

7

790.00

5,530.00

D Wall mounted exhaust fan

No.

3

124.00

372.00

A LED light tube

No.

20

40.90

818.00

B LED pendent light

No.

26

48.60

1,263.00

C LED wall light

No.

8

75.90

607.20

D LED pedestal light

No.

17

64.00

1,088.00

E 1 gang 10amp one-way switch

No.

3

4.60

13.80

F 2 gang 10amp one-way switch

No.

9

7.50

67.50

G 3 gang 10amp one-way switch

No.

2

11.20

22.40

Rain harvest system A Water storage tank(2500L)

3

Drainage system

(200 x 200mm) 5

6

Outdoor fixtures

Electrical system Light fixtures

Electric switches & socket

H 2 gang 13amp switch socket

No.

22

20.40

448.80

A Jet Flushing S Trap Water Closet

No.

6

500.00

3,000.00

B Auto Flush Sensor Urinals

No.

2

280.00

560.00

C Ceramic pedestal wash basin

No.

3

430.00

1,290.00

D Partition wall

Set

6

200.00

1,200.00

7

Washroom

8

Fire protection A Emergency light

No.

12

25.00

300.00

B Exit sign

No.

6

38.00

228.00

C Fire alarm

No.

1

100.00

100.00

D Dry powder fire extinguisher

No.

1

200.00

100.00

E Manual call point

No.

1

100.00

100.00

TOTAL TO

106,139.2

COLLECTION PAGE

Item

Descriptions

0

Unit

Qty

Rate

Amount

(RM)

(RM)

5.0.0 LANDSCAPE WORKS 1

Softscape A Zoysia grass

m2

190.5

45

8,572.50

A Cyathula prostrata

No.

19

129.00

2,451.00

B Thyrsostachys siamensis

No.

10

115.00

1150.00

A Gardenia tubifera

No.

3

2500.00

7,500.00

B Samanea saman

No.

6

1960.00

11,760.00

Bushes

Trees

TOTAL TO COLLECTION PAGE

Item

Descriptions

31,433.50

Unit

Qty

Rate

Amount

(RM)

(RM)

6.0.0

OTHER COSTING

1

Labour cost A Skilled labours (20)

Day

153

3000.00

459,000.0 0

2

Sub-contractor A Concreters (3)

Day

124

210.00

26,040.00

B Plasterers (3)

Day

124

210.00

26,040.00

C Steel structure fabricators (3)

Day

124

255.00

31,620.00

D Plumbers (3)

Day

124

195.00

24,180.00

E Electricians (3)

Day

124

195.00

24,180.00

F Landscapers (3)

Day

91

195.00

17,940.00

G Risk insurance

Day

153

100.00

15,300.00

TOTAL TO COLLECTION PAGE

624,300.0 0

BILL

DESCRIPTION

AMOUNT (RM)

1

Preliminary

25,202.84

2

Architectural

235,614.00

3

Building Work

89.273.16

4

M&E

106,139.20

5

Landscape

31,433.50

6

Others

624,300.00

Total

1,111,962.70

Including 6% GST

66,717.762

TOTAL TENDER

CARRIED

TO

FORM

OF 1,178,680.46

5.4 TOTAL CONSTRUCTION COST

6.0 Project Management 6.1 Success Criteria 6.1.1 Efficiency and Quality Control Planning

Time -Project duration -Schedule planning -work coordination

Project Control and Management (Quality)

Scope -Consultants job scope -meeting on work progression -WBS is applied to breakdown job scope for each

Cost -Project budget -Material selection and costing -Labor and resources planning

Time The project is subject to be completed within a time frame of 11 months for schematic design phase to final completion phase starting from September 2017. The requirements are to be followed in order to ensure the schedule is on track.

- Materials selection like reusable and modular components that can be gotten easily to reduce time spent on constructing.

-Schedule planning of every work phase to be done ahead to ensure a smooth flow on work progression.

- Progression of work to be tracked constantly and coordinated between consultants assisted by project manager.

- All consultants to work and coordinate within the planned schedule to prevent delay in each phase of work.

Scope This project require a well managed and coordinated team. Each consultants are given their tasks to be completed at each phase of the project. The project progression and scope need to strictly follow the Gantt chart schedule and work breakdown structure.

- Job scope is set to the following Gantt chart and WBS for better control and management for work progress or delay to follow given timeline.

- Progress of work to be followed and monitored throughout the project to prevent any delay of work.

- Meeting to be facilitated and organized among the team members to keep all consultants updated on the project progress and issues.

Cost The budget allocation given by client is to be set within RM 1,500,000.00 for recreation district construction with an addition of RM 100,00.00 for consultant fees.

Cost of fees, materials and labor are controlled and managed during progression of the project and to be discussed with client from time to time - Material selection to base on durability, costing, quality and reusability.

- Material costing to be discussed with client and should be beneficial in long term.

- Optimal usage of materials and spending on labor to control budget.

- Materials usage is well planned to prevent unnecessary wastage.

6.2 Table of Dependencies

ACTIVITIES

1.Schematic Design A. Site Analysis B. Design Concept

PREDECESSSOR DURATION (WEEKS)

1. Schematic Design

8

C. Authority

A

-

2

2. Design Development

B

A

3

D. Detail Design

C

B

3

E. Work Schedule

2. Design Development

F. Authority

D

C

5

3. Contract

E

D

2

Documentation

F

D,E

3

G. Detail Drawing

3. Contract Documentation

H. Costing

G

F

4

I.

H

G

1

I

G,H

4

Tender

4. Contract Implementation J.

Construction

K. Authority L. Coordination 5. Final Completion M. Handling Over

10

9

4. Contract Implementation

20

J

I

16

K

J

2

L

J,K

2

5. Final Completion M

3 L

3

Pert chart A3

Gantt chart a3

7.0 Conclusion

7.0 Conclusion Project is to be completed by 21th August 2018 as per duration given, a total of 11 months.

The time and jobscope were planned out meticulously by using Pert Chart and Gantt Chart to keep track of every task on schedule. CCM meeting was held every week to check on work progression and updated by each consultant to prevent delay of work and to discuss arising issues.

Additional space to house activities and events.

The recreational district has become a alternative space for staff and students to hold events such as exhibition of their work for staff and students opinions. They allow more feasible and appease to a broader spectrum .

Project costing control and management Every cost of materials and resources were sorted out and planned critically with the coordination and cooperation from all consultants to prevent wastage and to reduce the budget spent on unnecessary things. Labor cost were also planned meticulously to prevent any off schedule event from happening to control project budget costing given by the client.

8.0 Appendix

MINUTES OF CLIENT-CONSULTANTS MEETING PROPOSED DEVELOPMENT OF RECREATIONAL AREA A TAYLOR LAKESIDE UNIVERSITY MINUTES OF TECHNICAL MEETING NO.1 DATE: 6th September 2017 TIME: 9 am - 12 pm VENUE: x-space, level 3 Block D, Taylor Lakeside University ATTENDEES Abbreviation / Company 1.

Ar. Jeffrey Liew Jun Yi (JLJY) 2.

Ar. Ricco Soh Zheng Wei (RSCW) 3.

Ir. Wallance Chia Cheng Wei (CW) 4.

Ir. Tan Wei Zhen (TWZ) 5.

Sr. Song Sungho (SSH) Contact Details JLJY Project Manager RSCW Architect CW M&E TWZ C&S SSH Quantity Surveyor

MINUTE

012-719 2832 010-966 1629 012-345 5209 010-217 3313 016-444 9635

JL SS CW JCWS HABE

JL Group Sdn. Bhd. Soh Studio Sdn. Bhd. CW M&E Sdn. Bhd. Jeff CNS Sdn. Bhd. HABE Sdn. Bhd.

jeffster95@hotmail.com Riccosoh@yahoo.com wallance_chengwei@hotmail.com wzhen77@gmail.com hollenium@gmail.com

AGENDAS

1.0

INTRODUCTION

1.1 1.2 1.3 1.4 1.5 1.6

Introduction of fellow consultants Briefing of project to ALL Given project budget is RM 1,500,000.00 Site located at site A (located at Taylorâ&#x20AC;&#x2122;s open parking) Site dimension is 30m x 20m Completion date is August 2018 Site analysis to be conducted on 7th September 2017

2.0

ARCHITECTURAL MATTERS

2.1 2.2

SS to propose 2 case studies to implement into preliminary site designs by 13 September 2017 SS to finalize design by October 2017

3.0

NEXT MEETING

ACTION BY

INFO

ALL

SS SS

Meeting adjourned at 12.00 pm. Please be informed that the next meeting will be client-consultants meeting, held on 13/9/2017 (Wednesday), 9.00 a.m.

INFO

Minute by,

Verified by,

………………………

Ricco Soh Zheng Wei Architect

………………………….

Jeffrey Liew Jun Yi Project Manager

MINUTES OF CLIENT-CONSULTANTS MEETING PROPOSED DEVELOPMENT OF RECREATIONAL AREA A TAYLOR LAKESIDE UNIVERSITY MINUTES OF TECHNICAL MEETING NO.2 DATE: 13th September 2017 TIME: 9 am - 12 pm VENUE: Classroom, level 3 Block E, Taylor Lakeside University ATTENDEES Abbreviation / Company 1.

Ar. Jeffrey Liew Jun Yi (JLJY) 2.

Ar. Ricco Soh Zheng Wei (RSCW) 3.

Ir. Wallance Chia Cheng Wei (CW) 4.

Ir. Tan Wei Zhen (TWZ) 5.

Sr. Song Sungho (SSH) Contact Details JLJY Project Manager RSCW Architect CW M&E TWZ C&S SSH Quantity Surveyor

MINUTE

JL SS CW JCWS HABE

012-719 2832 010-966 1629 012-345 5209 010-217 3313 016-444 9635

JL Group Sdn. Bhd. Soh Studio Sdn. Bhd. CW M&E Sdn. Bhd. Jeff CNS Sdn. Bhd. HABE Sdn. Bhd.

jeffster95@hotmail.com Riccosoh@yahoo.com wallance_chengwei@hotmail.com wzhen77@gmail.com hollenium@gmail.com

AGENDAS

1.0

INTRODUCTION

1.1

Minutes of last meeting approved by JLJY and seconded by RSCW. Minutes of last meeting was brief by RSCW.

2.0

AUTHORITY MATTERS

2.1

SS confirmed the submission of Planning Submission (D.O) is on 26th of October 2017.

3.0

ARCHITECTURAL MATTERS

3.1

SS presented the schematic design and approved by JL.

3.2

SS to finalize design by 3rd October 2017.

ACTION BY

INFO

SS

INFO SS

3.3

SS briefed the spatial organization according to client’s brief.

INFO

3.4

SS Suggested painting of container for JL to comment.

4.0

QS MATTERS

4.1

HABE to present catalog of containers by 20th September 2017 for SS to comment.

SS

4.2

HABE to provide cost estimation by 20th September 2017 for JL to comment.

JL

5.0

NEXT MEETING

JL

Meeting adjourned at 12.00 pm. Please be informed that the next meeting will be client-consultants meeting, held on 20/9/2017 (Wednesday), 10.00 a.m.

INFO

Minute by,

Verified by,

…………………………

Tan Wei Zhen Civil and Structural Engineer

……………………….

Jeffrey Liew Jun Yi Project Manager

MINUTES OF CLIENT-CONSULTANTS MEETING PROPOSED DEVELOPMENT OF RECREATIONAL AREA AT TAYLOR LAKESIDE UNIVERSITY FOR TAYLORâ&#x20AC;&#x2122;S UNIVERSITY SDN BHD MINUTES OF TECHNICAL MEETING NO.3 DATE: 19th September 2017 TIME: 10 am - 11.30 am VENUE: E3.13, level 3, Block E, Taylor Lakeside University ATTENDEES Abbreviation / Company 1.

Ar. Jeffrey Liew Jun Yi (JLJY) 2.

Ar. Ricco Soh Zheng Wei (RSCW) 3.

Ir. Wallance Chia Cheng Wei (CW) 4.

Ir. Tan Wei Zhen (TWZ) Contact Details 1.

JLJY 2.

RSCW 3.

CW 4.

TWZ 5.

SSH

MINUTE

012-719 2832 010-966 1629 012-345 5209 010-217 3313 016-444 9635

JL SS CW JCWS

JL Group Sdn. Bhd. Soh Studio Sdn. Bhd. CW M&E Sdn. Bhd. Jeff CNS Sdn. Bhd.

jeffster95@hotmail.com Riccosoh@yahoo.com wallance_chengwei@hotmail.com wzhen77@gmail.com hollenium@gmail.com

AGENDAS

1.0

INTRODUCTION

1.1

Minutes of last meeting approved by JL and seconded by TWZ Minutes of last meeting was brief by TWZ HABE Sdn Bhd was unable to attend the meeting no.3 due to company matters

1.2 1.3

ACTION BY

INFO

ALL 2.0

AUTHORITIES MATTERS

2.1 2.2 2.3

SS confirmed the submission of Building Plans is 3rd of January 2018.

Design will be finalised on 3rd Oct 2017 Working hour of SS is every weekdays 9am to 6pm.

3.0

ARCHITECTURAL MATTERS

3.1

SS presented 2 case studies due to the rejection of previous

SS INFO

SS

3.2 3.3 3.4

case studies.

A building built in container by an UK architect Simon Astridge are used as a case study in its functionality of the building.

Stacked shipping containers house bedrooms at Vietnam hostel

by TAK Architects is used as another case study in interior design.

3.5 3.6 3.7

Preliminary Design was proposed with plan and section drawings.

Position of opening was suggestion for ventilation of the building.

Usage of wood decking for the courtyard area.

SS to provide a complete set of drawings with comprehensive 3D draft model.

4.0

C&S MATTERS

3.1

3.4

Structural Reinforcement with beams and columns on the lower container was proposed 2 types of connections was proposed Horizontal clamp connection by using bolt to connect the structure.

Universal bridge clamp to clamp the corner of the fittings together in tension.

Orientation strand board and foam core recommended by SS as wall insulation Information of soil condition for proper foundation.

5.0

M&E MATTERS

3.2 3.2.1 3.2.2 3.3

5.1 5.1.1 5.1.2 5.1.3 5.2 5.3

CW provide consultation of sustainable use of energy Low energy light fittings Minimize the use of air condition and maximise natural ventilation and lighting.

Solar energy panel was proposed.

CW provide consultation of Active Bomba requirements.

CW to be provide a schematic drainage system for containerbased designs in the next meeting.

6.0

Next Meeting

6.1

Meeting adjourned at 12.00 pm. Please be informed that the next meeting will be client-consultants meeting, held on 27/9/2017 (Wednesday), 10.00 a.m.

CW SS

JCWS

SS JCWS

CW

CW CW

INFO

Minuted by: Chia Cheng Wei

Minute by,

Verified by,

…………………………

……………………….

MINUTES OF CLIENT-CONSULTANTS MEETING PROPOSED DEVELOPMENT OF RECREATIONAL AREA AT TAYLOR LAKESIDE UNIVERSITY FOR TAYLORâ&#x20AC;&#x2122;S UNIVERSITY SDN BHD MINUTES OF TECHNICAL MEETING NO.4 DATE: 27th September 2017 TIME: 10 am - 11.30 am VENUE: E3.13, level 3, Block E, Taylor Lakeside University ATTENDEES Abbreviation / Company 1.

Ar. Jeffrey Liew Jun Yi (JLJY) 2.

Ar. Ricco Soh Zheng Wei (RSCW) 3.

Ir. Wallance Chia Cheng Wei (CW) 4.

Ir. Tan Wei Zhen (TWZ) 5.

Sr. Song Sungho (SSH) Contact Details 1.

JLJY 012-719 2832 2.

RSCW 010-966 1629 3.

CW 012-345 5209 4.

TWZ 010-217 3313 5.

SSH 016-444 9635

MINUTE

JL SS CW JCWS HABE

JL Group Sdn. Bhd. Soh Studio Sdn. Bhd. CW M&E Sdn. Bhd. Jeff CNS Sdn. Bhd. HABE Sdn. Bhd.

jeffster95@hotmail.com Riccosoh@yahoo.com wallance_chengwei@hotmail.com wzhen77@gmail.com hollenium@gmail.com

AGENDAS

1.0

INTRODUCTION

1.1

Minutes of last meeting approved by JLJY and seconded by CW Minutes of last meeting was brief by CW

2.0

AUTHORITIES MATTERS

2.1 2.2

SS confirmed the submission of Building Plans is 3rd of January 2018.

SS to finalized design by 3rd Oct 2017

3.0

ARCHITECTURAL MATTERS

3.1

New case studies presented by SS in the last meeting was accepted and approved by JL. A building built in container by an UK architect Simon Astridge was approved to refer as a case study by JL.

3.1.1

ACTION BY

INFO

SS SS

SS

3.1.2 3.2 3.3 3.4

Stacked shipping containers house bedrooms at Vietnam hostel

by TAK Architects was approved to refer as a case study by JL. Preliminary Design that has been proposed in the last meeting was approved and final design was proposed for JL & JCWS to comment.

SS has provided complete set of drawings with the 3D model for JL & JCWS to comment.

SS proposed suitable container types for JCWS & HABE to comment.

4.0

C&S MATTERS

4.1

Structural Reinforcement with beams and columns on the lower container was approved by SS & JL. 2 types of connections were approved by SS & JL. Horizontal clamp connection by using bolt to connect the structure was approved by SS & JL. Universal bridge clamp to clamp the corner of the fittings together in tension was approved by SS & JL. Orientation strand board and foam core recommended by SS as wall insulation was approved for JCWS to comment JCWS has proposed structural drawings for SS & JL to comment.

4.2 4.2.1 4.2.2 4.3 4.4 5.0

M&E MATTERS

5.1

5.3

Consultation of sustainable use of energy provided by CW was approved.

Low energy light fittings were approved by SS & JL. Minimising the usage of air condition and maximising natural ventilation and lightings were approved by SS & JL. Solar energy panel was approved by SS & JL. A schematic drainage system for container-based designs proposed in the last meeting has been approved for SS to comment.

CW proposed types of lightings and approved by SS.

6.0

QS MATTERS

6.1

HABE has presented the catalog of container.

HABE advised on construction components & etc regarding the cost.

7.0

Next Meeting

7.1

Meeting adjourned at 12.00 pm. Please be informed that the next meeting will be client-consultants meeting, held on 4/10/2017 (Wednesday), 10.00 a.m.

5.1.1 5.1.2 5.1.3 5.2

SS SS SS

JCWS JCWS

SS JCWS

CW

CW CW CW

HABE

INFO

Minuted by: Song Sung Ho

Minute by,

…………………………

Verified by,

……………………….

MINUTES OF CLIENT-CONSULTANTS MEETING PROPOSED DEVELOPMENT OF RECREATIONAL AREA AT TAYLOR LAKESIDE UNIVERSITY FOR TAYLORâ&#x20AC;&#x2122;S UNIVERSITY SDN BHD MINUTES OF TECHNICAL MEETING NO.5 DATE: 4th October 2017 TIME: 10 am - 11.30 am VENUE: E3.13, level 3, Block E, Taylor Lakeside University ATTENDEES Abbreviation / Company 1.

Ar. Jeffrey Liew Jun Yi (JLJY) 2.

Ar. Ricco Soh Zheng Wei (RSCW) 3.

Ir. Wallance Chia Cheng Wei (CW) 4.

Ir. Tan Wei Zhen (TWZ) 5.

Sr. Song Sungho (SSH) Contact Details JLJY Project Manager 012-719 2832 RSCW Architect 010-966 1629 CW M&E 012-345 5209 TWZ C&S 010-217 3313 SSH Quantity Surveyor 016-444 9635

MINUTE

JL SS CW JCWS HABE

JL Group Sdn. Bhd. Soh Studio Sdn. Bhd. CW M&E Sdn. Bhd. Jeff CNS Sdn. Bhd. HABE Sdn. Bhd. jeffster95@hotmail.com Riccosoh@yahoo.com wallance_chengwei@hotmail.com wzhen77@gmail.com hollenium@gmail.com

AGENDAS

1.0

INTRODUCTION

1.1

Minutes of last meeting approved by JLJY and seconded by SSH Minutes of last meeting was brief by SSH

2.0

AUTHORITIES MATTERS

2.1 2.2

SS confirmed the submission of Building Plans is 3rd of January 2018.

SS to finalized design by 3rd Oct 2017

3.0

ARCHITECTURAL MATTERS

3.1

Complete set of drawings produced by SS with the 3D model was approved by JL and JCWS Suitable container types proposed by SS was approved by JCWS & HABE

3.2

ACTION BY

INFO

SS SS

INFO

4.0

C&S MATTERS

4.1

Orientation strand board and foam core recommended by SS as wall insulation was approved by JCWS Structural drawings proposed by JCWS was approved by SS & JL

4.2 5.0

M&E MATTERS

5.1

Sewage system and solar panel layout proposed by CW was approved by JL

6.0

QS MATTERS

6.1

Cost within the provided budget commented by HABE was approved by JL

7.0

Next Meeting

7.1

Meeting adjourned at 12.00 pm. Please be informed that the next meeting will be client-consultants meeting, held on 4/10/2017 (Wednesday), 10.00 a.m.

INFO

INFO

INFO

INFO

Minute by,

Verified by,

…………………………

Tan Wei Zhen Civil and Structural Engineer

……………………….

Jeffrey Liew Jun Yi Project Manager