FACULTY OF CIVIL AND ENVIROMENTAL ENGINEERING

BUILDING CONSTRUCTION BFC4083/ BFC40803 (SECTION-01)

GROUP PROJECT: PROPOSAL FOR THE FINISHED/ EXISTING BUILDING CONSTRUCTION

(MAKMAL NANO TEKNOLOGI UNTUK PUSAT KECEMERLANGAN MICROELEKTRONIK DAN NANO TEKNOLOGI – SHAMSUDIN RESEARCH CENTRE (MINT-SRC) FKEE)

PRESENTATION DATE: 15th May 2013 (Week 12nd) LECTURER : PN. NOR AZIZAH BT. ADNAN

GROUP MEMBERS: MUHAMAD FIRDAURS BIN ABDULLAH (AF090289) NUR HAMIZAH BT ISMAIL (AF090337) MOHD FARIS BIN NASRUDIN (CF100089) MOHD NASRUL NIZAM BIN MOHD YAHAYA (CF100126) MOHD KHUSYAIRIE BIN ARSAD (CF100232)

CADANGAN MEMBINA DAN MENYIAPKAN MAKMAL

NANO TEKNOLOGI UNTUK PUSAT

KECEMERLANGAN MICROELEKTRONIK DAN NANO

TEKNOLOGI – SHAMSUDIN RESEARCH CENTRE

(MINT-SRC) FAKULTI KEJURUTERAAN ELEKTRIK

DAN ELEKTRONIK (FKEE) DI UNIVERSITI TUN

HUSSEIN ONN MALAYSIA.

TITLE OF PROJECT & BUILDING

Owner Project : UTHM

Project Start : 7/02/2011

Project Finish : 11/12/2011

Construction Period : 44 weeks

Contractor :

ROSHA DYNAMIC SDN BHD

Cost of construction :

RM4,773,440.00

Superintendent Officers :

Naib Canselor UTHM

This proposed building is constructed for Faculty of Electric and Electronic

Engineering (FKEE) which its function to provide various state-of-the-art research

facilities such Transmission Electron Microscope Lab, Field Emission Scanning

Electron Microscope & Electron Beam Litography Lab and etc. It also will provide

comfortable Researcher Room, head of laboratory room, room for printing, meeting,

preparation and briefing. It also consist of lobby area, restroom, prayer room and M&E

utilities room (refer to Appendix 4A - Ground Floor Plan). For Block A’s 1st Floor

Level, according to plan, it consists of Reactive Ion Etching Lab, Annealing Furnace,

Pulsed Laser Deposition System Lab, Preparation Room, Focused Ion Beam Lab,

Inductively Coupled Plasma Deposition Lab, Magneton Sputtering Lab and etc.

Technically, expansion of this kind of centre of excellence is to support the university for

Research, Development and Commercialization (RDC), University-University and University-

Industry Partnership as well as to lead research in microelectronics, semiconductors and

nanotechnology. It also is built for developing high prestige and excellence culture, develop a

'First Class Mindset' and ability to produce high quality R&D and encourage development

through networking and co-operation.

OBJECTIVE/AIMS

LOCATION PLAN & SITE PLAN

GENERAL INFO CONSIDERED BEFORE

CONSTRUCTION PROJECT START - Received of Letter Award

- Before a project can be started, an appointed contractor must receive an Award Letter

(also known as Letter of Acceptance) from client (UTHM)

- Site possession is approved once the contractor received and signed Letter of

Acceptance from Pegawai Penguasa. In this project, the date of site possession is

stated begins from 7th of February 2011.

PROJECT FINISH – Granted with Certificate of Practical Completion

- Once the work has been verified as completed, a Certificate of Practical Completion

(CPC) (see Appendix 1B) will be issued to the contractor. Since that, it marked the

start of liability period duration for the building

PRE-CONSTRUCTION WORKS

- These included Preliminaries work that need to be done at early stage of construction

such as proper site layout planning, hoarding the area of works, site office, access

road, etc. It can be divided into three part, namely Initial Cost, Recurring Cost and

Completion Cost.

- It also includes design stage that involved of appointment of Professional Engineer

(P.E) from contractor and preparing design/Shop Drawing. Although all the

construction drawing has been given during bidding process, but there will be some

changes need to be done once the construction need to be started.

MATERIAL PROCUREMENT

- This procurement will occur throughout the duration of project. Engineer, consultant,

architecture and contractor will deal about the product that need to be used.

Manufacturers of product will offer their product according to the architectural

specification for the building.

Surat Setuju Terima Tender Sijil Perakuan Siap Kerja

Site clearance involves the

removal of walls, hedges,

ditches, and trees, other

vegetation and services from the

site. It can also involve the

clearance of fly-tipped materials

SITE CLEARANCE

Site investigation is the most

important element in the

process of geotechnical design

for a building. If no site

investigation or inadequate site

investigation, geotechnical

design will be incomplete. It is

identified as the main factors

that cause failure and related

problems in construction.

SITE INVESTIGATION

Survey and record the existing ground level at each pile

location. Set out the pile location in accordance with the

Engineer’s working drawings using a theodolite with the

accuracy required in the specifications. All setting out

should refer to the reference points and the related

Contract Drawings. In order to monitor the position of the

steel casing, control pins will be established with two

orthogonal positions offset from the centre of the pile.

SETTING OUT

In order to assure the quality of concrete and steel that

will be used during pile construction a sequence of quality

control test shall be performed. There will be taken cube

specimens from concrete and will be reserved under the

appropriate curing ambiance. The 7 days compressive

strenght of the concrete for 2 specimen and 28 days for 1

specimen shall be checked periodically by unconfined

compression tests. Also tensile strenght tests shall be

applied to the reinforcement bars.

TESTING OF PILES

Planted pile capacity often set using Hiley

formula. Because it shaped the ability empirikel

then obtained must be confirmed with a test pile.

Type of test is often done for concrete pile load

test is upheld 'maintained load test'.

Function Test Pile (Load Test)

To determine the maximum liability of the

ability to realize

To ensure that the pile is acceptable from

the point of planting structure

To determine the relationship between the

deposition of 'settlement' pile with a load

'load' incurred.

LOAD TEST

DRIVE PILE

A pile driver is a mechanical device used to drive piles

into soil to provide foundation support for buildings or

other structures. The term is also used in reference to

members of the construction crew that work with pile-

driving rigs.

Type Drive Pile

A hydraulic hammer is a modern type of piling hammer

used in place of diesel and air hammers for driving steel

pipe, precast concrete, and timber piles. Hydraulic

hammers are more environmentally acceptable than the

older, less efficient hammers as they generate less noise

and pollutants. However, in many cases the dominant

noise is caused by the impact of the hammer on the pile,

or the impacts between components of the hammer, so

that the resulting noise level can be very similar to diesel

hammers.

PDA TEST

The Pile Driving Analyzer (PDA) is

a powerful tool to assess pile

driving and High Strain Dynamic

Pile (HSDP) load testing which

may supplement or replace static

testing. The PDA is seeing

increasing usage in the testing of

the various types of cast-in-place

piles. In some parts of the world,

this type of testing is the most

common use for the PDA. This

solution is particularly attractive for

very large, high capacity piles

where the large capacity makes a

static test extremely costly

PILE CAP

A pile cap is a thick concrete mat

that rests on concrete or timber

piles that have been driven into

soft or unstable ground to provide

a suitable stable foundation.

It usually forms part of the

foundation of a building, typically a

multi-storey building, structure or

support base for heavy equipment.

The cast concrete pile cap

distributes the load of the building

into the piles.

A similar structure to a pile cap is a

"raft", which is a concrete

foundation floor resting directly

onto soft soil which may be liable

to subsidence

COLUMN STUMP

Column Stump is a column that considered as lower structure because it is located in the ground below the waterproof layer at ground floor slab. The position is vertical above the foundation. The function of the column stump is to transfer load of building to the foundation. Column stump will receive load from ground beam, column and then will transfer the load to the foundation.The columns can be made from steel tube, pre cast concrete or treated timber these need to be designed by an engineer for correct sizing

GROUND BEAM

This type of ground beam is the

most used in building

construction.

It is the beam which both its

ends are tied up at the column

and lying between the two

column.

The beam fixes and holds fitly

the columns in order to stabilize

it. In addition, it also acts to

bear all the loads come from

the wall which constructed

parallel with the beam

A ground beam normally should consist of following items;

· Reinforcements

· Concrete

· Linkers

The reinforcements can be placed at center of that beam.

The sizes of main reinforcement play important role in determine the

strength of a beam.

Ground beam usually does not have secondary beam, only has

primary beam. The ground beam construction will be started after a

column stump has finish. After the column stump has ingrained in

foundation and has corpulent on level as wanted.

INTRODUCTION TO SUPERSTRUCTURE WORKS

• A superstructure is an upward extension of an existing structure above baseline. Part of areas that involved in superstructure include choice of building fabrics :

• concrete

• choice of floor structure

• block work and steel

• beam open plans area

• selection of insulation cost and efficiency analysis

• determination of cladding material to be used

• roof structure detailing .

OBJECTIVE

The main objective of superstructure :

• To distribute the load to the foundation

• Stabilized the load from building

• To transfer the load from the roof to the ground vertically.

FORMWORK

• A table is built pretty much the same way as a beam formwork but the single parts of this system are connected together in a way that makes them transportable. The most common sheathing is plywood

• The joists are either made from timber, wood I-beams, aluminium or steel.

• The stringers are sometimes made of wood I-beams but usually from steel channels. These are fastened together (screwed, weld or bolted) to become a "deck". These decks are usually rectangular but can also be other shapes.

• The purpose of spreading anti termite is to prevent the termite from degrading the surface of the structure

• Usually the anti termite are spread to the reinforcement an d the base formwork.

ANTI TERMITE TREATMENT

SLAB STRUCTURE

• The plastic layer is to prevent the water seepage from rise toward the slab and slowly reduce the strength of concrete and reinforcement.

• Generally consists of a layer of sand 25 - 50 mm thick or 50 - 75 mm thick layer of weak concrete

• Large in-situ ground slab of 150mm thick is poured on top of the pile ca

BEAM AND COLUMN

• A suspended span are used

• .It is a simple beam supported by the overhangs of two adjoining spans with pinned construction joints at points of zero moment.

• A reinforced concrete design.

INTERNAL AND EXTERNALL WALL

• a brick wall and dry wall partition are used for the internal wall as for the external wall, the brick wall is selected as an external wall. Type of bond that used in this construction is typical Flemish bond of brick.

• Internal wall:used a dry wall partition .It is lightweight.The drywall partition lead for better acoustic insulation, thermal insulation and resistance to fire and damp conditions.

Roof strucutre

• steep roof is selected for this project.a steel truss and bracing are installed for roof frame structure

• advantages of steep roof are when it was raining, the water can drain quickly,They can therefore be covered with materials that are fabricated and applied in small, overlapping units which can categorized to shingles of wood or slate and tiles of fired clay or concrete.

• The shingles are inexpensive and easy to installed. For the effects of thermal e on and contraction, and of movements in the structure that supports the roof, are minimized by the ability of the small units to move with respect to one another. It is also easy to repaired.

• The selection of material for roof is 0.48 thickness standing seam metal roofing deck cover with 50 mm thickness of rock wool aluminium sisilation ,chicken wire mesh based on material

FIN

ISH

ING

WO

RK

S Internal Works

Staircase

External Works

Wall

Ceiling

Floor

Plaster/ skim coat

Tiling

Painting

Mineral Fibre Board (MBF)

Cement Render

Floor Tile

Wall

Ceiling/ Soffit Beam Finishes

Floor

Wall

Ceiling

Floor

Plaster/ skim coat

Aluminium Louvre

Aluminium Composite

Painting

Aluminium Strip Ceiling

Cement Render

Internal Works

WALL: Plastering Works/ Skim Coat

After brickwall has been constructed, plastering work will take place. Plastering work

refers to construction or ornamentation done with plaster, such as a layer of plaster on an

interior wall or plaster decorative moldings on ceilings or walls

Skim Coating is the process of applying a layer of muddy plaster compound to rough

walls to either smooth or repair them. It is done to fill deep scratches or holes or to

replace water-damaged portions of drywal

Internal Works

WALL: Tiling & Painting

This tiling work is carried out on the certain part of the building wall such as pantry and

toilet. It is carried out in the same period as the plastering works/ skim coat took place.

The purpose of painting the wall is to hide the grain and texture of the substrate by

applying an opaque coating. Paint is an opaque coating made from a mixture of solid

pigment and a liquid medium.

Internal Works

CEILING: Suspended Ceiling - MBF

The ceiling is installed just a week later after plastering work is begun. It can be said this

ceiling installation is performed at the same time as the plastering, tiling and wall

painting is in progress. Suspended ceilings are ceilings that fostered the suspension

system using wire or rod suspension buffer. The ceilings are not receiving support from

the walls.

Mineral Fibre Board chosen must certified and approved by SIRIM QAS standard, comply with

BS476: Part 7: 1997. The thickness of the board is 15mm and it has density of 334kg/m3.

Internal Works

FLOOR: Cement Render & Floor Tiles

Cement rendering is the application of a premixed layer of sand and cement to brick,

cement, stone or mud brick. It is often textured, coloured or painted after application.

Depending on the 'look' required, rendering can be fine or coarse, textured or smooth,

natural or coloured, pigmented or painted.

Ceramic tile and stone flooring materials are solid and durable. In general, larger tiles

are used in larger rooms and small tiles used in smaller spaces. Ceramic floor tile is made

from various clays, is somewhat brittle, and takes a very sturdy sub-floor.

Staircase

CEILING/ SOFFIT BEAM FINISHES

This Soffit, formed as a ceiling, to fix underneath, in architecture it is described as the

underside of any construction element. Examples of soffits include the underside of a

flight of stairs, the underside of a ceiling to fill the space above the stairways, at the

corner of the ceiling and wall.

Staircase

WALL AND FLOOR FINISHES

Wall finishes are carried once the ceiling/ soffit beams finishes has been accomplished. It

is same process and using the same finishing material as the internal wall finishing

describe above such as plastering/ works, tiling works and wall painting.

After wall finishes are completed within duration of 6 days, floor finishes will take

place. The same process and material as described before for internal floor finishing, will

be applied to this staircase.

External Works

WALL: Plastering Works/ Skim Coat

This work is done together with internal wall finishes. It is started at the same week as

plastering works for internal wall, but it has been finished a month later than internal

wall finishes (plastering). There is not much different between plastering work for

internal and external wall. The thickness of plaster is 20mm on both sides.

External Works

WALL: Aluminium Louvre

Aluminium louvre that is being used is modern louvers that cannot be opened and

closed with a metal lever, pulleys, or through motorized operators. It is installed

permanently at building façade for reduce sun glare into internal space, prevent direct

heating of sunlight as well as aesthetic value. Below is the location of alumium louvre:

External Works

WALL: Aluminium Composite

Aluminium Composite Panels are the ideal cladding for interior and exterior surfaces.

The material is rigid, light and durable and can be easily transformed into curved and

multi planar surfaces. Composite Panels are available in various colours. But for this

building, it comes in grey-silvered colour to give an elegant, modern and corporate look

to the building facade:

External Works

WALL: Painting

This kind of finishing is applied throughout building external wall same as internal wall

painting process. It is denoted by ‘W1 - Plaster and Paint’ in construction plan as

shown in the previous table ‘WALL FINISHES’

External Works

CEILING: Aluminium Strip Ceiling

Aluminium Strip Ceilings are roll-formed from pre-coated aluminium coils. Strip

Ceilings are the modern way to panel for ceiling and wall fronts. It is widely use in

building external wall and ceiling to improve architectural look.

External Works

FLOOR: Cement Render

Cement render as described previously on internal floor finishes is mixture of lime,

cement, sharp sand and water. According to work planning schedule, the external floor finished

by this cement render is the last step among other kind of floor finishes of the building but once it’s

started, its progress flow simultaneously with other finishes and might end at the same time with

others.

FITTING & EXTERNAL WORKS

1.Sanitary Fititng (toilet cubicle)

2.Surau and ablution area:

To accommodate 5 person with 1 nos.ablution tap

To provide cabinet and shoe rack

To provide benches

Signage

Provide new directional, operational, regulatory

and door signs

Provide new large illuminated external building

sign for the building

Landscaping works

To provide hard and soft landscaping (trees, shrub and

close turf) for all areas not covered with footpaths, drains

and road pavement.

The parking area shall be planted with shade trees and a

mixture of feature planting along building frontage.

Features palms and shade trees shall be planted along

pedestrian path to serve as the linkage between parking

area to building.

Washroom Partition

For block A and B washroom partition system to be used for W.C. Cubicles forming dividers, frontals, end panels and doors. Assembly using customizeed aluminium extrusion and fixing with manufacturer’s standard hardwares thickness : 18mm thick double faced autoclaved high density cementations fibreboard.

Wall connection : Painted aluminium channels

Head rail : Painted aluminium head rail

Doors : 2000 x 600 x18 mm minimum solid core, moisture resistant fibre board.

Sundries

• The perimeter drain for blok A and B use 230 mm half round reinforce

concrete drain. This work progress takes about 70 days, from 22 September

2011 to 11 December 2011.

Water Supply and Reticulation

The water supply and reticulation work takes about 38 days,

from 30 September 2011 to 12 November 2011.These works

include the installation of piping,jointing and connection

works and the hydrant system.After finished these all

installation, testing works have been done for 7 days from 5

November 2011 to 12 November 2011.

Road Works

The Infra works takes about 24 days from 17 October 2011

to 12 November 2011.The infra works include the road

works, road kerb and road marking.

Asphaltic Concrete

This project use asphaltic concrete BC (ACB 28) and (ACW 14) from Hanson Quarry SDN.BHD.

Road kerb Road marking

Road kerb and road marking work takes about 14 days from

28 October 2011 to 12 November 2011 to finished.

MECHANICAL & ELECTRICAL WORKS

COLD WATER

( 7/2/2011 – 22/11/2011 )

Piping works

Piping work for colwater supply was start at 5/7

All pipe routing shall be as shown on approved Shop drawings. All Pipe supports and clamps shall be installed as per manufacturer recommendations. installation of all supports shall be in accordance with approved supporting detail drawings

Installation of FRP water tank

FRP water tank was start from 7/2

The water tank that use in this building was fiberglass reinforced plastic. The cylindrical series with capacity up to 110,000 gallons

Testing work

After the all the piping work and the installation was finished at 15/11.

The test can be carryout. The test has be done in some step

SANITARY PLUMBING

( 5/7/2011 – 22/11/2011 )

Piping work

Plumbing work carried out on 7/5 after installation plan approved indoor toilet.

Construct 2 nos new manhole

The work start at 10/10 after the completion of plumbing work.

Drainage system used is below ground drainage. VCP pipe used is 100mm in size and approved by sirim

Installation of septic tank

Septic tank installation started on 21/10.

Hole dug to accommodate septic tank and sand-sized 1.3mx1.3mx1.3m included 10cm high.

Testing works

The test have been done at 15/11 after the Resident Representative witness the tests and approve the pipe installation

PROJECT HAND OVER

( 8/11/2011 – 11/12/2011 )

Its held on 8/11

The transfer of ownership of the project from contractor to client can have an effect on health and safety, reliability, standards of operation, maintenance and operational cost efficiencies to the University. The transfer/handover period can be a very stressful time for contractors’ staff, and building owners and occupants alike as spaces become occupied and operation of the facility starts.

CONCLUSION

After going through all the chapters and phases conducted in order to construct this MiNT-

SRC research building, it can be concluded that this construction project is a conventional

procurement bidding project that involved small-scaled size construction worth about 4 million

Malaysian Ringgit. It supposed to be completed within 44 weeks (December 2011) but due to

uncertainty of weather, the progress has been delayed about 3 month later (March 2012).

However, the building construction was successfully completed and CPC had been issued.

From summary of tender for this project, total construction cost is RM 4,773,440.00. This

large amount is the breakdown costs for Preliminaries Works (RM249,300.00), Architectural and

Structure Works (RM 2,471,640.00), Cold Water Plumbing (RM48,000.00), Sewerage and

Sanitary Plumbing (RM 44,000.00), Water Reticulation System (RM30,000.00), External Works

(RM153,000.00), Provisional Sum (RM200,000.00) and lastly Prime Cost Sum

(RM1,577,500.00).

REFERENCES :

Lembaga Penyelidikan Undang-undang (2011). Undang-undang Kecil Bangunan Seragam 1984.[P.W. 5178/85].

Selangor Darul Ehsan: International Law Book Services.

Greno, R. (1995). Principles of Construction. 2nd ed. Harlow Essex, England: Longman Group UK Limited.

Austen, A. D. & Heale, R. H. (1997). Mengurus Projek Pembinaan: Panduan Bagi Proses dan Tatacara

(Norlida, A. H. & Dayang, S. A. R.). Kuala Lumpur: Dewan Bahasa dan Pustaka (DBP) (Original title was

published on 1984).

Architectural, Sivil and Quantity Surveyor Units of Pejabat Pembangunan dan Pengurusan Hartabina (PPH)

UTHM.

MiNT-SRC, UTHM (2009). Microelectronics and Nanotechnology - Shamsuddin Research Centre. Reached on

May 7, 2013, from http://fkee.uthm.edu.my/mint-src/

END OF PRESENTATION THANK YOU FOR YOUR ATTENTION

Q & A session