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A New Bridge Proposal Taylor’s University Lakeside Campus Foundation in Natural and Built Environments Introduction to the Construction Industry [QSB 30105] Assignment 3 The Project Brief Name: Pang Khai Shuen Name: Yong Yu Joon Student ID: 0318423 Student ID: 0318299

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Page 1: ICI FINAL

A New Bridge Proposal Taylor’s University Lakeside Campus

Foundation in Natural and Built Environments

Introduction to the Construction Industry [QSB 30105]

Assignment 3

The Project Brief

Name: Pang Khai Shuen Name: Yong Yu Joon

Student ID: 0318423 Student ID: 0318299

Page 2: ICI FINAL

Introduction to the Site:

The site measures about 9m x

30m and is located at the lake in

Taylor’s University Lakeside

Campus. The lake measures 5.5

acres and is man made with the

construction of the Lakeside

Campus.

Page 3: ICI FINAL

Site Analysis:

Accessibility:

The boardwalk is usually not utilised because it is hard to reach and does not lead to any other

places. Building the bridge will help to draw people in as it will lead to the commercial block.

Page 4: ICI FINAL

Walkability:

Before Construction

Students from Block C, D and E have to take a long

walk to reach the commercial block. To get to the

opposite, the average time needed is 5 minutes.

After Construction:

Students can now access the boardwalk

and reach the commercial block via the

bridge. This will shorten the time needed

to around 1 minute

Page 5: ICI FINAL

Suggestion and Proposal:

It is hereby proposed to build a food and beverage bridge from Block E of

Taylor’s University Lakeside Campus to Commercial Block.

The bridge is a 30m long suspension bridge, with 6m width at the narrow point and

9m width at the bulging point. There are 8 suspension points on the bridge as

indicated in the following drawing.

The bridge is split into 3 segments, and each segment has a 6m x 4m capsule that can

be rented as cafes. There are also 3m x 1m tables accompanied by 6 chairs between

each capsule. Each capsule will be fitted with 2 sliding doors to prevent space

wastage by the door arc.

The main material for this bridge is tempered glass. 22mm glass is used for the

flooring, 1.2m high 12mm glass is used for the steel railing, 8mm glass is used for the

capsule wall, and 12.38mm laminated glass is used for the capsule canopy.

This bridge will serve as a new walkway for students and staffs in the university, and

also provide a new location for food and beverage.

Page 6: ICI FINAL

Rationale and benefits:

a. Benefits to client:

i. Earns extra income as stalls on the bridges can be rented, generating

extra income.

b. Benefits to students: i. Provides a new location for students to spend extra time.

ii. Provides better access for students to the Commercial Block.

iii. Provides new alternatives of food and beverages for students.

c. Benefits to the Campus: i. Increases campus value.

ii. Enhances the lake view.

iii. Improves walkability around the campus.

Page 7: ICI FINAL

PKS JURUUKUR BAHAN

Item

Description

Unit

Quantity

Rates Amount

RM RM

A.

B.

C.

D.

E.

SUSPENSION BRIDGE

OVERALL STRUCTURAL WORKS

ELEMENT NO.1: SUSPENSION

STRUCTURE

Vibrated reinforced concrete Grade 35 as

described in:-

Pillar

Footing

Beam

High Tensile Steel Bar Reinforcement as

described in:-

High Tensile Steel Bars

Suspension Cables

M3

M3

M3

Kg

Kg

50

250

150

45,000

20,000

220.00

220.00

220.00

3.50

10.00

11 000.00

55 000.00

33 000.00

157 500.00

200 000.00

Total to overall summary page 456 500.00

DOCUMENTE/4 – BILLS OF QUANTITIES

Page 8: ICI FINAL

PKS JURUUKUR BAHAN

Item

Description

Unit

Quantity

Rates Amount

RM RM

A.

B.

C.

D.

SUSPENSION BRIDGE

OVERALL STRUCTURAL WORKS

ELEMENT NO.2: MAIN STRUCTURE

22mm Thick tempered glass 30% of blue tint

as described in Manufacture Specification:-

Flooring

1.2m High 12mm Thick tempered glass 30%

of blue tint with stainless steel railing design

as described in Manufacture Specification:-

Railing

8mm Thick tempered glass 30% blue tint as

described in Manufacture Specification:-

Walls

12.38mm Thick laminated glass (colour to be

selected by Client) completed with Hollow

Mild Steel section painted with white Powder

Coated as described in Manufacture

Specification:-

Canopy

M2

M2

M2

M2

250

72

180

72

560.00

450.00

327.00

625.60

140 000.00

32 400.00

58 860.00

46 987.20

Total to overall summary page 278 238.20

DOCUMENTE/4 – BILLS OF QUANTITIES

Page 9: ICI FINAL

PKS JURUUKUR BAHAN

Item

Description

Unit

Quantity

Rates Amount

RM RM

A.

SUSPENSION BRIDGE

OVERALL STRUCTURAL WORKS

ELEMENT NO.3: DOORS

Supply, delivery to site and install the

following door as described all to the

approval and satisfaction of Client

Aluminium Glass Door

6mm Thick approved aluminium glass sliding

door overall size 1800 x 2100mm high in double

leaf all as per “Door Schedule” (Type SD1)

No.

6

1450.00

8700.00

Total to overall summary page 8700.00

DOCUMENTE/4 – BILLS OF QUANTITIES

Page 10: ICI FINAL

PKS JURUUKUR BAHAN

Item

Description

Unit

Quantity

Rates Amount

RM RM

A.

B.

C.

D.

E.

F.

G.

SUSPENSION BRIDGE

OVERALL STRUCTURAL WORKS

ELEMENT NO.4: MECHANICAL &

ELECTRICAL WORKS

Cold Water Piping C/W all accessories

50mm Diameter HDPE pipe PN 20

20mm Diameter HDPE pipe PN 20

Waste Water Piping

150mm Diameter HDPE pipe PN 10

Multimedia Supply

“Amphenol Spectra Strip” 30.5m Length Fibre

Optic Ribbon 12 x 125µm cables with orange

PVDF jacket

Electrical Supply

3 Phase Power Supply from TNB BHD c/w all

necessary cabling, steel trunking, internal

wiring works and power points

3 phase cable (Lump Sum)

Internal wiring works (Lump Sum)

Power point (Lump Sum)

M

M

M

No.

40

25

40

1

50.00

40.00

75.00

5500.00

2000.00

1000.00

3000.00

5500.00

20 000.00

5000.00

1000.00

Total to overall summary page 37 500.00

DOCUMENTE/4 – BILLS OF QUANTITIES

Page 11: ICI FINAL

PKS JURUUKUR BAHAN

Item

Description

Unit

Quantity

Rates Amount

RM RM

SUSPENSION BRIDGE

OVERALL SUMMARY

Element No. 1: Suspension Structure

Element No. 2: Main Structure

Element No. 3: Door

Element No. 4: Mechanical and Electrical

Works

456 500.00

278 238.00

8700.00

37 500.00

Total Overall Cost 780 938.00

DOCUMENTE/4 – BILLS OF QUANTITIES

Page 12: ICI FINAL