PowerPoint Presentation
UNIVERSITY TENAGA NASIONAL (UNITEN)INTERNSHIP STUDENT
PROGRAMATIJM CONSTRUCTION
Oral Presentation
Name: Mohd Qazar Bin YusopId: Ce090758Program : Bachelor of
Civil Engineering (Hons.)Duration: 9 March 2015- 31 May 2015Date
Presentation: 15 May 2015Host. Supervisor: Mr Rosli Yunus,
Sr.Supervisor IJMCVisiting Lecturer: Dr. Mohd Hafiz Bin
ZawawiContent
IntroductionDesign & Construction.I.Steel
bar.II.Foundation.III.Structural.IV.Architecture.
V.Infrastructure.SOP. (Standard Operation Procedure).I.Method of
statement.II.Stage of completion.Testing.I.Slump test.II.Cube
test.III.Hammer test.IV.Concrete Coring test.II.Construction
Site.Checking & Inspection.I.Progress Inspection.II.Pre
Inspection.III.Final Inspection.Project Management.I.Organization
chart.II.Work flow.III.On Site organization.IV.Monthly progress
report.Safety & Health.Labor.Construction SiteIntroduction
Main activities of Company. The result of a merger between three
medium-sized local construction companies - IGB Construction Sdn
Bhd, Jurutama Sdn Bhd and Mudajaya Sdn Bhd, IJM was formed in 1983
to compete more effectively against bigger foreign rivals.In April
2007, IJM acquired the Road Builder Group ("RBH"), and known as IJM
Construction. At Negeri Sembilan state, IJM Land & IJM
Construction managed construction & development of Seremban 2.
Suddenly, the cooperation of IJM Land & IJMC are the main
player of development Negeri Sembilan.
Design & Construction.
Reinforced concrete.
Designed on the principle that steel and concrete act together
in resisting force.
II.Foundation.
Foundations are designed to have an adequate load capacity
depending on the type of subsoil supporting the foundation by a
geotechnical engineer, and the footing itself may be designed
structurally by a structural engineer. The primary design concerns
are settlement and bearing capacity
Structural.
The structural design for a building must ensure that the
building is able to stand up safely, able to function without
excessive deflections or movements which may cause fatigue of
structural elements, cracking or failure of fixtures, fittings or
partitions, or discomfort for occupants. It must account for
movements and forces due to temperature, creep, cracking and
imposed loads. It must also ensure that the design is practically
buildable within acceptable manufacturing tolerances of the
materials. It must allow the architecture to work, and the building
services to fit within the
6IV.Architecture.
The process and the product of planning, designing, and
constructing buildings and other physical structures. Architectural
works, in the material form of buildings, are often perceived as
cultural symbols and as works of art.
Architecture has to do with planning, designing and constructing
form, space and ambience to reflect functional, technical, social,
environmental and aesthetic considerations. It requires the
creative manipulation and coordination of materials and technology,
and of light and shadow.
Infrastructure.
Technical structures such as roads, bridges, tunnels, water
supply, sewers, electrical grids, telecommunications, and so forth,
and can be defined as "the physical components of interrelated
systems providing commodities and services essential to enable,
sustain, or enhance societal living conditions.
SOP. (Standard Operation Procedure).
I.Method of statement.A Method Statement is a document detailing
how a particular task or activity will be carried out.
II.Stage of completion.Stage of completion, also known as
percentage of completion, is a measure of the extent of work that
has been completed in respect of a contract and is usually
expressed in percentage terms.Testing.
Slump test.
The slump test is a means of assessing the consistency,
workability & plasticity of fresh concrete. It is used,
indirectly, as a means of checking that the correct amount of water
has been added to the mix.
Cube test.
Compression test.
III.Hammer test.
The rebound hammer test method is used for the following
purposes:(a) To find out the likely compressive strength of
concrete with the help of suitable co-relations between rebound
index and compressive strength.(b) To assess the uniformity of
concrete.(c) To assess the quality of concrete in relation to
standard requirements.(d) To assess the quality of one element of
concrete in relation to another.
Concrete Coring test.
This test method provides standardized procedures for obtaining
and testing specimens to determine the compressive, splitting
tensile, and flexural strength of in-place concrete.
13Checking & Inspection.I.Progress InspectionII.Pre
Inspection.III.Final Inspection.Project Management.
I. Organization chart.
I.Operation Director : Ir Tong Wai YongII.Project Director:
Thomas FooIII.Sr. Construction Manager : Kum Chee
KongIV.Construction Manager (Building) : Tee Tiong GuanV.Asst.
Manager M&E: ParameswaranVI.Senior Engineer: Mr. Rakesh
Kumar.VII.Sr. Safety Officer: N.Kunalan.VIII.Admin Executive:
Adzlindar.
II.Work flow.III.On Site organization.
Example 2M Site.TITLE: CONSTRUCTION AND COMPLETION OF MAIN
BUILDING WORKS FOR 43 UNITS D/S TERRACE HOUSE & 2 UNITS SEMI-D
HOUSE (TYPE SD-1), PHASE 2M.
CLIENT: IJM LAND.MAIN CONTRACTOR:IJM
CONSTRUCTION.SUBCONTRACTOR:PEMBINAAN DUTA IDAMAN SDN
BHDARCHITECT:KUMPULAN SENIREKA SDN BHD.CONSULTANT:VIRGO JURUTERA
PERUNDING.PLUMBING WORKS:SYP SDN BHD.ELECTRICAL WORKS:Y.U
ENTERPRISE.SITE AGENTS PDI:KEN NG HANG KEAT.Sr.SUPERVISOR IJMC:MR
ROSLI YUNUS.SUPERVISOR IJMC:NORAZLAILIIV.Monthly progress
report.
At the end of every month, site clerk of subcontractor submits
to the main contractor a report outlining all the projects - past,
present and future.
Contents of monthly progress report.i.Contract Detailsii.
Executive Summary Reportiii. Site Planiv. Work Programmedv. Work
Progressvi. Manpower Recordsvii. Plant & Machinery Recordsviii.
Weather Chartix. Project Organization Chartx. Progress
Photographxi.List Of Consultant
From the progress report, the main contractor can evaluate the
progress of project. If any, work did not achieve the date
duration, the main contractor will take action. Among the causes of
delay work progress.i.Weathering.ii.Plant &
machinery.iii.Material.iv.Man powerv.Award project.
Safety & Health.I.Labor.II.Construction Site.
To prevent death, injury and ill health of labor &
site.Management of hazard and risk at site.