FACULTY OF CIVIL AND ENVIROMENTAL ENGINEERING
BUILDING CONSTRUCTION
BFC4083/ BFC40803 (SECTION-01)

GROUP PROJECT:
PROPOSA...
TITLE OF PROJECT & BUILDING
CADANGAN MEMBINA DAN MENYIAPKAN MAKMAL
NANO TEKNOLOGI UNTUK PUSAT
KECEMERLANGAN MICROELEKTRONI...









Owner Project
: UTHM
Project Start
: 7/02/2011
Project Finish
: 11/12/2011
Construction Period : 44 weeks
...
OBJECTIVE/AIMS
This proposed building is constructed for Faculty of Electric and Electronic
Engineering (FKEE) which its f...
LOCATION PLAN & SITE PLAN
GENERAL INFO CONSIDERED BEFORE
CONSTRUCTION
PROJECT START - Received of Letter Award
-

Before a project can be started, a...
-

It also includes design stage that involved of appointment of Professional Engineer
(P.E) from contractor and preparing...
SITE CLEARANCE


Site clearance involves the
removal of walls, hedges,
ditches, and trees, other
vegetation and services ...
SITE INVESTIGATION


Site investigation is the most
important element in the
process of geotechnical design
for a buildin...
SETTING OUT


Survey and record the existing ground level at each pile
location. Set out the pile location in accordance ...
TESTING OF PILES


In order to assure the quality of concrete and steel that
will be used during pile construction a sequ...
LOAD TEST


Planted pile capacity often set using Hiley
formula. Because it shaped the ability empirikel
then obtained mu...
DRIVE PILE

A pile driver is a mechanical device used to drive piles
into soil to provide foundation support for buildings...
Type Drive Pile


A hydraulic hammer is a modern type of piling hammer
used in place of diesel and air hammers for drivin...
PDA TEST


The Pile Driving Analyzer (PDA) is
a powerful tool to assess pile
driving and High Strain Dynamic
Pile (HSDP) ...
PILE CAP


A pile cap is a thick concrete mat
that rests on concrete or timber
piles that have been driven into
soft or u...
COLUMN STUMP


Column Stump is a column that
considered as lower structure
because it is located in the
ground below the ...
GROUND BEAM






This type of ground beam is the
most used in building
construction.
It is the beam which both its
end...


A ground beam normally should consist of following items;
· Reinforcements
· Concrete
· Linkers



The reinforcements ...
INTRODUCTION TO SUPERSTRUCTURE WORKS
• A superstructure is an upward extension of an existing structure above
baseline. Pa...
OBJECTIVE
The main objective of superstructure :
• To distribute the load to the foundation
• Stabilized the load from bui...
FORMWORK
• A table is built pretty much the same
way as a beam formwork but the single
parts of this system are connected
...
ANTI TERMITE TREATMENT
• The purpose of spreading anti
termite is to prevent the
termite from degrading the
surface of the...
SLAB STRUCTURE
• The plastic layer is to prevent the
water seepage from rise toward the
slab and slowly reduce the
strengt...
BEAM AND COLUMN
• A suspended span are used
• .It is a simple beam supported by
the overhangs of two adjoining
spans with ...
INTERNAL AND EXTERNALL WALL
• a brick wall and dry wall partition are
used for the internal wall as for the
external wall,...
Roof strucutre
•
•

•

•

steep roof is selected for this project.a steel truss
and bracing are installed for roof frame s...
Plaster/ skim coat
Wall

Tiling
Painting

FINISHING WORKS

Internal Works

Ceiling
Floor

Mineral Fibre Board (MBF)
Cement...
Internal Works

WALL: Plastering Works/ Skim Coat
After brickwall has been constructed, plastering work will take place. P...
Internal Works

WALL: Tiling & Painting
This tiling work is carried out on the certain part of the building wall such as p...
Internal Works

CEILING: Suspended Ceiling - MBF
The ceiling is installed just a week later after plastering work is begun...
Internal Works

FLOOR: Cement Render & Floor Tiles
Cement rendering is the application of a premixed layer of sand and cem...
Staircase

CEILING/ SOFFIT BEAM FINISHES
This Soffit, formed as a ceiling, to fix underneath, in architecture it is descri...
Staircase

WALL AND FLOOR FINISHES
Wall finishes are carried once the ceiling/ soffit beams finishes has been accomplished...
External Works

WALL: Plastering Works/ Skim Coat
This work is done together with internal wall finishes. It is started at...
External Works

WALL: Aluminium Louvre
Aluminium louvre that is being used is modern louvers that cannot be opened and
clo...
External Works

WALL: Aluminium Composite
Aluminium Composite Panels are the ideal cladding for interior and exterior surf...
External Works

WALL: Painting
This kind of finishing is applied throughout building external wall same as internal wall
p...
External Works

CEILING: Aluminium Strip Ceiling
Aluminium Strip Ceilings are roll-formed from pre-coated aluminium coils....
External Works

FLOOR: Cement Render
Cement render as described previously on internal floor finishes is mixture of lime,
...
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 prov...
Signage

 Provide new directional, operational, regulatory

and door signs
 Provide new large illuminated external build...
Landscaping works

 To provide hard and soft landscaping (trees, shrub and

close turf) for all areas not covered with fo...
Washroom Partition

 For block A and B washroom partition system to be used for

W.C. Cubicles forming dividers, frontals...
Sundries

• The perimeter drain for blok A and B use 230 mm half round reinforce
concrete drain. This work progress takes ...
Water Supply and Reticulation

 The water supply and reticulation work takes about 38 days,

from 30 September 2011 to 12...
Road Works

 The Infra works takes about 24 days from 17 October 2011

to 12 November 2011.The infra works include the ro...
Road kerb

Road marking

 Road kerb and road marking work takes about 14 days from

28 October 2011 to 12 November 2011 t...
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 sh...
 Installation of FRP water tank

FRP water tank was start from 7/2
The water tank that use in this building was
fiberglas...
SANITARY PLUMBING
( 5/7/2011 – 22/11/2011 )
 Piping work

Plumbing work carried out on 7/5 after
installation plan approv...
 Installation of septic tank

Septic tank installation started on 21/10.
Hole dug to accommodate septic tank and sandsize...
PROJECT HAND OVER
( 8/11/2011 – 11/12/2011 )
 Its held on 8/11
 The transfer of ownership of the project from
contractor...
CONCLUSION
After going through all the chapters and phases conducted in order to construct this MiNTSRC research building,...
REFERENCES :
Lembaga Penyelidikan Undang-undang (2011). Undang-undang Kecil Bangunan Seragam 1984.[P.W. 5178/85].
Selangor...
END OF PRESENTATION
THANK YOU FOR YOUR ATTENTION

Q & A session
GROUP PROJECT: PROPOSAL FOR THE FINISHED/ EXISTING BUILDING CONSTRUCTION (CASE STUDY: SHAMSUDIN RESEARCH CENTRE (MINT-SRC)...
GROUP PROJECT: PROPOSAL FOR THE FINISHED/ EXISTING BUILDING CONSTRUCTION (CASE STUDY: SHAMSUDIN RESEARCH CENTRE (MINT-SRC)...
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GROUP PROJECT: PROPOSAL FOR THE FINISHED/ EXISTING BUILDING CONSTRUCTION (CASE STUDY: SHAMSUDIN RESEARCH CENTRE (MINT-SRC) FKEE UTHM)

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BFC4083/ BFC40803 (SECTION-01)

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GROUP PROJECT: PROPOSAL FOR THE FINISHED/ EXISTING BUILDING CONSTRUCTION (CASE STUDY: SHAMSUDIN RESEARCH CENTRE (MINT-SRC) FKEE UTHM)

  1. 1. 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)
  2. 2. TITLE OF PROJECT & BUILDING 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.
  3. 3.        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
  4. 4. OBJECTIVE/AIMS 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 UniversityIndustry 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.
  5. 5. LOCATION PLAN & SITE PLAN
  6. 6. 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.
  7. 7. - 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
  8. 8. SITE CLEARANCE  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
  9. 9. SITE INVESTIGATION  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.
  10. 10. SETTING OUT  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.
  11. 11. TESTING OF PILES  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.
  12. 12. LOAD TEST  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.
  13. 13. 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 piledriving rigs.
  14. 14. 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.
  15. 15. 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
  16. 16. 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
  17. 17. 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
  18. 18. 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
  19. 19.  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.
  20. 20. 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 .
  21. 21. 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.
  22. 22. 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.
  23. 23. ANTI TERMITE TREATMENT • 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.
  24. 24. 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
  25. 25. 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.
  26. 26. 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.
  27. 27. 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
  28. 28. Plaster/ skim coat Wall Tiling Painting FINISHING WORKS Internal Works Ceiling Floor Mineral Fibre Board (MBF) Cement Render Floor Tile Wall Staircase Ceiling/ Soffit Beam Finishes Floor Plaster/ skim coat Aluminium Louvre Wall External Works Ceiling Aluminium Composite Painting Aluminium Strip Ceiling Floor Cement Render
  29. 29. 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
  30. 30. 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.
  31. 31. 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.
  32. 32. 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.
  33. 33. 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.
  34. 34. 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.
  35. 35. 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.
  36. 36. 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:
  37. 37. 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:
  38. 38. 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’
  39. 39. 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.
  40. 40. 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.
  41. 41. FITTING & EXTERNAL WORKS
  42. 42. 1.Sanitary Fititng (toilet cubicle)
  43. 43. 2.Surau and ablution area:  To accommodate 5 person with 1 nos.ablution tap  To provide cabinet and shoe rack  To provide benches
  44. 44. Signage  Provide new directional, operational, regulatory and door signs  Provide new large illuminated external building sign for the building
  45. 45. 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.
  46. 46. 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.
  47. 47. 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.
  48. 48. 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.
  49. 49. 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.
  50. 50. Road kerb Road marking  Road kerb and road marking work takes about 14 days from 28 October 2011 to 12 November 2011 to finished.
  51. 51. MECHANICAL & ELECTRICAL WORKS
  52. 52. 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
  53. 53.  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
  54. 54. 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
  55. 55.  Installation of septic tank Septic tank installation started on 21/10. Hole dug to accommodate septic tank and sandsized 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
  56. 56. 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.
  57. 57. CONCLUSION After going through all the chapters and phases conducted in order to construct this MiNTSRC 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).
  58. 58. 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/
  59. 59. END OF PRESENTATION THANK YOU FOR YOUR ATTENTION Q & A session

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