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SCHOOL OF ARCHITECTURE, BUILDING & DESIGN
Bachelor of Quantity Surveying (Honours)
March 2015 Intake
Semester 1
Title: Technical site visit to Andes Construction site
YEO DOR EEN 0316224
MEASUREMENT1 [QSB 60104]
MS. ANG FUEY LIN
CONSTRUCTION TECHNOLOGY I [BLD 60104]
MS. AZRINA BINTI MD YAAKOB
BUILDING MATERIALS [BLD 62003]
MS. AISHAH KAMARAZALY
TABLE OF CONTENT
No Title Pages
1. Introduction and objectives of site visit 3 - 4
2. Content/ Technical observation 5 - 11
3. Photos and descriptions 12 - 15
4. Conclusion / Learning outcomes 16
Introduction
This assignmentis a combination of 3 different subjects, Measurementl,
Building Materials and Construction Technology l. A site visit was held on 26
June 2015 (Friday). Itis organized by our Measurementl lecturer, SR. Ang
Fuey Lin. Itis compulsory for all the sem1 students to go to the site. We
are required to write a reportbased on the visit. The location of our site
visit is Andes Constructionsite. Itis located 6km away fromTaylor’s
University Campus. Students are divided into two sections. Firstbus leave
fromcampus at 8.30 amand second bus leave at 9.30 am. Some students
go by their own car sincethere are no enough space in bus for all students.
The agenda of the visitconsists of in-depth explanation by the contractor
and consultants on the operation of the project.
Objectives of the site visit
 To providestudents the opportunity to experience the working
environmentin the construction site.
 To understand thebasics of the construction process.
 To understand the practical aspect of construction techniques in
comparison to the theory aspectin books and its application on site.
 To explore and identify various types of building materials and
technology on site.
 Awareness of the importance of safety on site and understanding of
safety problems and site conditions.
 To improveability to communicate with the construction team
members on site and to see the importance of teamwork in building
team.
 To make it easier for students to get clearer image of how the
structures look like in real life.
Content/ Technical observation
When we reach the construction site, we havea briefing session with
projectdirector, Mr Tan Hock Lye. He gives us a summary aboutthe whole
construction projectso that we can havea better understanding about the
site before we go for further details of visiting. Fromhis briefing, we get to
know that there are two sections in this construction projectwhich are
Block A and Block B. This project commenced at 5 May 2014. Thereare 353
units and 22 units of Villa which have 3 floors. All these blocks are
apartments for residents. He also makes surethat all the students who
authorizeto enter the construction site mustalways follow the safety rules
to prevent any accidents and injury happens. Wearing helmet and covered
shoes is a mustin construction site.
After that, students are separated into three groups. My group is
leaded by En. Khareel Azwan, oneof the experienced supervisor. Wefollow
him to observeevery parts of the construction.
We can see that the workers in the projectsite are doing site
clearance, earthworks, construction of bored piles and pile cap works. We
follow En. Khareel to sub-structureconstruction site. Wecan see how the
reinforced bars and links in the column looks like before formwork is added
and concrete is poured. We also get to know the real image of a concrete
cover. Along the journey, wehave the chanceto see timber formwork,
scaffoldings, water tanks, pile caps, bored piles and some equipments or
machineries that we never seen before.
One of the tool I learn fromthe site is called Plumb. Itis used to
providevertical datum lines for the building measurements. In Andes
construction site, it is used to make surethe formwork builtis vertical but
not slant.
Formworks used in the site are mostly timber formworks. Timber
formwork is the mostcommon traditional formwork. Thereare many
advantages by using timber formworks. Itis flexible, light, easily available,
easily cut into size, easy to produceand low labour cost.
Plumb
Timberformworkonsite
Pile Foundation
The foundation of site is pile foundation. Itis a group of piles that
supports a superstructure and usually used with multi storey buildings. Pile
foundation is a combination of pile and pile caps. Pile caps will connect the
piles together and distributes the superstructureloads the layer beneath.
Load-bearing member of piles is made of timber, steel, concrete, or a
combination of these materials, usually forced into the ground to transfer
the load to underlying soil or rock layers when the surfacesoils at a
proposed site are too weak or compressibleto provideenough support.
Bored piles
Bored pile is another type of reinforced concrete pile, which is used
to supporthigh building producing heavy vertical loads. Bored pile is a cast-
in-place concrete pile where the bored piles have to be cast on the
construction site, while other concrete piles like Spun Pile and Reinforced
Concrete SquarePile are precastconcrete piles. Bored piling is cast by using
bored piling machine which has specially designed drilling tools, buckets
Boredpiles inthe site
and grabs, it’s used to removethe soil and rock. Normally, it can be drilling
into 50 metres depth of soil.
Advantages
 Piles of variable lengths can be extended through soft compressible
or swelling soils, into suitable bearing material.
 Piles can be extended to depths below frostpenetration, and
seasonalmoisturevariation.
 Large excavations and subsequentbackfillare eliminated.
 Adjacent soilis not disturbed or remolded.
 Absenceof vibration will not disturb adjacent piles or structures.
 Extremely high capacity caissons can be obtained by expanding the
base of the shaftup to three times the shaftdiameter, thus
eliminating construction of caps over multiple pile groups.
 For many design situations bored piles offer higher capacities with
potentially better economics than driven piles.
Disadvantages
 Concrete is not placed under ideal conditions and cannot be
subsequently inspected.
 Water under artesian pressuremay pipe up pile shaftwashing out
cement.
 Enlarged ends cannot be formed in cohesionless materials.
 Cannot be readily extended aboveground level especially in river and
marine structures.
 Boring methods may loosen sandy or gravely soils. Sinking piles may
causeloss of ground in cohesionless soils, leading to settlement of
adjacent structures.
Reinforced concrete grade
Concrete is the most important building material, due to its ability to be
moulded to take up the shapes required for the various structuralforms. It
is also very durable and fire resistant.
These are the reinforced concrete gradeused by different types of building
elements in the site.
Column - Grade45 Foundation - Grade35
Beam - Grade 35 Slab - Grade35
Grade 35
Advantages:
 Itis commonly used in construction industry and cheaper than grade
40 concrete.
 Long servicelife with low maintenance cost
 Better resistanceto fire
Disadvantages:
 Ithas low compressivestrength compared to grade 45 concrete.
 The ability to resistsulphate is lower than grade45 concrete.
 Using lower gradeconcrete to the reinforced concrete structure, it
will easily cracks under serviceload.
Grade 45
Advantages:
 Using higher grade concrete means that column sizecan be reduced
and therefore the amount of concrete, reinforcement and formwork
required is reduced too.
 Extend life cycle
 Relatively high compressivestrength
Disadvantages:
 More expensive than grade35 concrete because grade 45 concrete is
designed concrete.
 The concrete surfaceis hard.
 Do not retain heat very well. The surfaceof concrete will be cold
during the winter.
Photos and descriptions
Entrance of AndesConstructionsite
Reinforcementbars,linksand
concrete coverin a column
Water tankin the site
Scaffoldings inthe site
Making of concrete cover
Bar bendingmachine
Cylindersforoxycutter
Aircompressor
Water flowingoutfrom sub-
structure site througha tube
Pile capsplanof the site
Conclusion/Learning outcomes
I had gained a lot of useful information and knowledgeabout
construction process fromthe site visit. After I exposed to the actual
working environment, now I can imagine my futurelife as a Quantity
Surveyor.
Fromthe visit, I awarethat our safety is the mostimportant aspect in
a construction site. We must take precaution steps to avoid any accidents
or injury. Apartfromthat, I had the chance to witness the usageof
different construction equipments, explore and identify various types of
building materials and technology on site that I never know beforethe visit.
Furthermore, I realized the importance of teamwork and communication of
a building team in the process to complete a successful construction project.
I would like to thank Ms Ang for organizing this site visit at Andes
Construction. I appreciate that I have the opportunity to go for site visit this
time. Looking forward to more site visits in the future!

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Site visit report

  • 1. SCHOOL OF ARCHITECTURE, BUILDING & DESIGN Bachelor of Quantity Surveying (Honours) March 2015 Intake Semester 1 Title: Technical site visit to Andes Construction site YEO DOR EEN 0316224 MEASUREMENT1 [QSB 60104] MS. ANG FUEY LIN CONSTRUCTION TECHNOLOGY I [BLD 60104] MS. AZRINA BINTI MD YAAKOB BUILDING MATERIALS [BLD 62003] MS. AISHAH KAMARAZALY
  • 2. TABLE OF CONTENT No Title Pages 1. Introduction and objectives of site visit 3 - 4 2. Content/ Technical observation 5 - 11 3. Photos and descriptions 12 - 15 4. Conclusion / Learning outcomes 16
  • 3. Introduction This assignmentis a combination of 3 different subjects, Measurementl, Building Materials and Construction Technology l. A site visit was held on 26 June 2015 (Friday). Itis organized by our Measurementl lecturer, SR. Ang Fuey Lin. Itis compulsory for all the sem1 students to go to the site. We are required to write a reportbased on the visit. The location of our site visit is Andes Constructionsite. Itis located 6km away fromTaylor’s University Campus. Students are divided into two sections. Firstbus leave fromcampus at 8.30 amand second bus leave at 9.30 am. Some students go by their own car sincethere are no enough space in bus for all students. The agenda of the visitconsists of in-depth explanation by the contractor and consultants on the operation of the project.
  • 4. Objectives of the site visit  To providestudents the opportunity to experience the working environmentin the construction site.  To understand thebasics of the construction process.  To understand the practical aspect of construction techniques in comparison to the theory aspectin books and its application on site.  To explore and identify various types of building materials and technology on site.  Awareness of the importance of safety on site and understanding of safety problems and site conditions.  To improveability to communicate with the construction team members on site and to see the importance of teamwork in building team.  To make it easier for students to get clearer image of how the structures look like in real life.
  • 5. Content/ Technical observation When we reach the construction site, we havea briefing session with projectdirector, Mr Tan Hock Lye. He gives us a summary aboutthe whole construction projectso that we can havea better understanding about the site before we go for further details of visiting. Fromhis briefing, we get to know that there are two sections in this construction projectwhich are Block A and Block B. This project commenced at 5 May 2014. Thereare 353 units and 22 units of Villa which have 3 floors. All these blocks are apartments for residents. He also makes surethat all the students who authorizeto enter the construction site mustalways follow the safety rules to prevent any accidents and injury happens. Wearing helmet and covered shoes is a mustin construction site. After that, students are separated into three groups. My group is leaded by En. Khareel Azwan, oneof the experienced supervisor. Wefollow him to observeevery parts of the construction.
  • 6. We can see that the workers in the projectsite are doing site clearance, earthworks, construction of bored piles and pile cap works. We follow En. Khareel to sub-structureconstruction site. Wecan see how the reinforced bars and links in the column looks like before formwork is added and concrete is poured. We also get to know the real image of a concrete cover. Along the journey, wehave the chanceto see timber formwork, scaffoldings, water tanks, pile caps, bored piles and some equipments or machineries that we never seen before.
  • 7. One of the tool I learn fromthe site is called Plumb. Itis used to providevertical datum lines for the building measurements. In Andes construction site, it is used to make surethe formwork builtis vertical but not slant. Formworks used in the site are mostly timber formworks. Timber formwork is the mostcommon traditional formwork. Thereare many advantages by using timber formworks. Itis flexible, light, easily available, easily cut into size, easy to produceand low labour cost. Plumb Timberformworkonsite
  • 8. Pile Foundation The foundation of site is pile foundation. Itis a group of piles that supports a superstructure and usually used with multi storey buildings. Pile foundation is a combination of pile and pile caps. Pile caps will connect the piles together and distributes the superstructureloads the layer beneath. Load-bearing member of piles is made of timber, steel, concrete, or a combination of these materials, usually forced into the ground to transfer the load to underlying soil or rock layers when the surfacesoils at a proposed site are too weak or compressibleto provideenough support. Bored piles Bored pile is another type of reinforced concrete pile, which is used to supporthigh building producing heavy vertical loads. Bored pile is a cast- in-place concrete pile where the bored piles have to be cast on the construction site, while other concrete piles like Spun Pile and Reinforced Concrete SquarePile are precastconcrete piles. Bored piling is cast by using bored piling machine which has specially designed drilling tools, buckets Boredpiles inthe site
  • 9. and grabs, it’s used to removethe soil and rock. Normally, it can be drilling into 50 metres depth of soil. Advantages  Piles of variable lengths can be extended through soft compressible or swelling soils, into suitable bearing material.  Piles can be extended to depths below frostpenetration, and seasonalmoisturevariation.  Large excavations and subsequentbackfillare eliminated.  Adjacent soilis not disturbed or remolded.  Absenceof vibration will not disturb adjacent piles or structures.  Extremely high capacity caissons can be obtained by expanding the base of the shaftup to three times the shaftdiameter, thus eliminating construction of caps over multiple pile groups.  For many design situations bored piles offer higher capacities with potentially better economics than driven piles. Disadvantages  Concrete is not placed under ideal conditions and cannot be subsequently inspected.  Water under artesian pressuremay pipe up pile shaftwashing out cement.  Enlarged ends cannot be formed in cohesionless materials.
  • 10.  Cannot be readily extended aboveground level especially in river and marine structures.  Boring methods may loosen sandy or gravely soils. Sinking piles may causeloss of ground in cohesionless soils, leading to settlement of adjacent structures. Reinforced concrete grade Concrete is the most important building material, due to its ability to be moulded to take up the shapes required for the various structuralforms. It is also very durable and fire resistant. These are the reinforced concrete gradeused by different types of building elements in the site. Column - Grade45 Foundation - Grade35 Beam - Grade 35 Slab - Grade35 Grade 35 Advantages:  Itis commonly used in construction industry and cheaper than grade 40 concrete.  Long servicelife with low maintenance cost  Better resistanceto fire
  • 11. Disadvantages:  Ithas low compressivestrength compared to grade 45 concrete.  The ability to resistsulphate is lower than grade45 concrete.  Using lower gradeconcrete to the reinforced concrete structure, it will easily cracks under serviceload. Grade 45 Advantages:  Using higher grade concrete means that column sizecan be reduced and therefore the amount of concrete, reinforcement and formwork required is reduced too.  Extend life cycle  Relatively high compressivestrength Disadvantages:  More expensive than grade35 concrete because grade 45 concrete is designed concrete.  The concrete surfaceis hard.  Do not retain heat very well. The surfaceof concrete will be cold during the winter.
  • 12. Photos and descriptions Entrance of AndesConstructionsite Reinforcementbars,linksand concrete coverin a column Water tankin the site
  • 13. Scaffoldings inthe site Making of concrete cover Bar bendingmachine
  • 16. Conclusion/Learning outcomes I had gained a lot of useful information and knowledgeabout construction process fromthe site visit. After I exposed to the actual working environment, now I can imagine my futurelife as a Quantity Surveyor. Fromthe visit, I awarethat our safety is the mostimportant aspect in a construction site. We must take precaution steps to avoid any accidents or injury. Apartfromthat, I had the chance to witness the usageof different construction equipments, explore and identify various types of building materials and technology on site that I never know beforethe visit. Furthermore, I realized the importance of teamwork and communication of a building team in the process to complete a successful construction project. I would like to thank Ms Ang for organizing this site visit at Andes Construction. I appreciate that I have the opportunity to go for site visit this time. Looking forward to more site visits in the future!