Putera Consultant Sdn Bhd

8/4/2019 Putera Consultant Sdn Bhd

1/17

PUTERA CONSULTANT SDN BHD Page | 1

1.0 Company Background

PUTERA CONSULTANT SDN. BHD. (PCSB was established in 1st January 2004 at

Johore Baharu and officially located in Batu Pahat. As a renowned one-stop consultancy

services for the real estate construction industry: incorporation Master Planning, Urban

Design, Architectural Service, Project Management, Quantity Surveying, Structural

Engineering, Mechanical and Electrical Engineering.

PCSBs solves and simplifies complex problems to help our clients build things with a piece

of mind. A multi-disciplined construction management and engineering consulting firm,

PCSBs serves a variety of industries and project types. PCSBs is committed to delivering

excellence to contractors, owners, engineers, architects and financial institutions by

maintaining the highest standards of quality for consulting services within the construction

industry.

We assist our clients in overcoming complicated construction-related situations and

accomplishing their project objectives through industry awareness, practical business

knowledge and technology experience. PCSBs customizes services to meet each client's

particular needs in the management, oversight and forensic investigation of construction

projects. PCSBs construction management consultants work personally with each client

throughout the duration of the project to ensure that clients meet their project goals and

budgets.

Our focus on clients and results consistently earns us respect and allows us to complete each

project effectively and within our client's specific parameters.


2/17


Company Structure:

Companys Name : PUTERA CONSULTANT SDN. BHD.

Companys Registration and : No 52, Bangunan Majlis Jalan Omar, 83000

Bussines Address Batu Pahat, Johor

Tel. No. : 04-5370375 Faks No. : 04-5370376

Company Registeration no. : 531374-P

Established Date : 01

st

January 2004

Allowable Capital : RM 1,500,000.00

Allowable Paid Capital : RM 1,500,000.00

Shares Holder : 1. En. Tarmizi B Hussin -40 %

2. En. Ashraf Choclair - 30 %

3. Pn. Nora Danish` - 30 %

Banks Name & Address : AMBANK BERHAD

178 Jalan Rugayah 83000 Batu Pahat

. *** No. Akaun Semasa: 020-201-100220-9

Companys Secretary : MAXWELL BUSINESS MANAGEMENT &

CONSULTANCY,

Suite 503, 5th Floor, Merlin Tower, Jalan Meldrum,

80000 Johor Bahru Johor.

.

Tel.: 04- 5377636 Faks: 04- 5377646


3/17


1.1 MissionProvide value-driven results to our:

Partner-Clients

Offer value added and cost-effective services to improve our partner-clients performance.

Employees

Commit to personal growth within a stable and rewarding working environment.

Industry

Improve current practices and identify new means, methods and technologies for industryprofessionals to follow.

Community

Seek opportunities to work for worthy causes within our communities.

Environment

Implement conscience minded decisions to mitigate the impact of the built environment.

Alliance Partners

Create opportunities for our alliance partners to growth along with us.

1.2 Vision

Be the most respected and sought-after construction consulting firm for clients and

employees.


4/17


1.3 Value of Putera Consultant

We are committed to provide fast and efficient service to our customers

We care and respect each other

We make every effort to exceed customer expectations

We take initiatives to provide a clean and safe environment

We provide positive financial results for our company

We communicate clearly and accurately and we ask questions

We provide a safe and honest atmosphere

We learn and develop our skills, develop our co-workers for a strong

future

We care for our working environment

We provide alternatives and avoid saying No

We take ownership of customers complaints and resolve them to their

satisfaction

1.4 Quality policy / ISO QMS Certification

Putera Consultant Sdn Bhd was accredited by SIRIM QAS INTERNATIONAL

in 2010 for implementing a quality system complying with MS ISO 9001:2008

Quality System Model for Quality Assurance in Design, Development,

Production, Installation, and Servicing. The scope of registration includes the

provision of engineering consultancy services in the area of Civil, Structural,

Master Planning, Urban Design, Architectural Service, Project Management,

Quantity Surveying, Structural Engineering, Mechanical and Electrical

Engineering


5/17


1.5 Registration

Putera Consultant Sdn Bhd is registered with the following agencies:

Ministry of Finance Malaysia

Boards of Engineering Malaysia

Jabatan Kerja Raya Malaysia

Jabatan Pengairan dan Saliran Malaysia

Asian Development Bank

Ministry of Army

Ministry of Education

1.6 Technological Capabilities

Engineering and technology has always moved in tandem to ensure sustainable

development in Malaysia. We maintain a comprehensive software library,

regularly expanded and updated to enable our engineers and technicians to apply

latest technology to all aspects of our designs. The registered software was

Esteem, Staad.Pro and Autocadd.


6/17


1.7 Specialized Skill and Experiences

Putera Consultant Sdn Bhd has gained specialized skill and vast experience in:

Structure

Infrastructure

Roads and highways

Bridges

Drainage

Sewerage and wastewater treatment

Water supply and water treatment

Bridges

Hotels and high rise buildings

Industrial complexes

Airports and stadiums

Hospitals and clinics

Commercial, institutional and residential housing development


7/17


1.8 Organization Chart


8/17


2.0 Project Information2.1 Introduction

Putera Consultant Sdn Bhd had been appointed by the government department to

design the civil and structural of the double storey houses and a multi-purposes

hall building. A conceptual design report is to be prepared for this project.

Regarding to the relevant standard codes and guidance as below, our company

has come out with the conceptual design report.

British Standard Structural Use of Concrete Part 1. Code of Practice and

Construction. (BS8110: Part 1: 1997)

British Standard Structural Steel Design (BS5950-1: 2000)

Theproject title is Proposed Double Storey Houses and A Multi-Purposes Hall

Building forPolices Housing Shah Alam. This project consists of 60 units of

double storey house and a multi-purposes hall building. This project located near

Shah Alam Police Headquarters.

2.2 General project information

2.2.1 Topography

The topography around the area is consisting of idle land overgrown with shrubs.

The terrain in this area is a bit hilly but not so steep. This idle land is the

property of the Shah Alam Police.

2.2.2 Geological Information

From the preliminary investigation, this proposed area consists of sand, clay and

gravel soils. It is suggested that Standard Penetration Test will be conducted on

the site and Borehole Log to obtain sub soil profile for geotechnical purposes.


9/17


2.2.3 Land Use

All of the shrubs will be removed from the site. A temporary access road will be

constructed to allow machinery movement and allocation at the particular site.

Site will be cleared and excavated to its level by using bulldozer and necessary

machineries. All of the waste from the clearance activity will be transported to

nearby dump site.

2.2.6 Electrical Supply

Tenaga Nasional Berhad (TNB) will be supplying the main electrical supply

system for the project purpose.

2.2.7 Water Supply Services

Syarikat Bekalan Air Selangor (SYABAS) will be supplying the water usage.

2.2.8 Site Analysis

The project site is adjacent to the Police Headquarters and other facilities such as

school, shop house and residential housing. The negative impact may arise from

the project development included soil erosion, noise, and dust emission,

deterioration of river water quality as well as ecological and sociological impact.

The proposed project basically created an obstruction of ecological movement. A

proper phasing and direction of clearing exercise shall be practiced as to allow

an ample period of time for wildlife to naturally migrate to a new area.


10/17


2.3 Structure Design

2.3.1 Design Constraint

2.3.1.1 Selection of materials

The materials used in the construction available in local market. All of the

cost in the construction processes can be saved.

2.3.1.2 Regulatory restriction

All of the design have to base on the regulatory or requirements from the

authorities. The authorities that involved in reinforced concrete design

include Jabatan Kerja Raya (JKR), Jabatan Bomba dan Penyelamat, Majlis

Perbandaran Shah Alam, and Final Contraints.

2.3.1.3 Time Constraints

Reinforced concrete design can be proceed after the architectural drawings

have been approved by the client. The structural layout of the buildings will

be designed base on architectural design.

2.3.2 Design Consideration

2.3.2.1 Safety and Serviceability

Serviceability refers to the satisfactory performance of the structural building

under service loads, without discomfort to the user due to excessive

deflection, cracking, and others. The concrete durability shall be remained on

its origin form, strength and serviceability when exposed to the climate.


11/17


2.3.2.2 Loading

Three types of loads to be considered is the dead load, imposed load, and

wind load. Dead load loading include the self weight of the beam, column,

concrete, wall, partition, finishes, and brickwall. Different imposed load will

be applied on the different area by considering the human activity and the

usage of the building. Wind load is the load acting laterally to the building.

2.3.2.3 Concrete Strength

Concrete of with strength 30N/mm2

will be use in the reinforced concrete

area. Material testing shall be conducted to ensure the concrete meet the

required strength.

2.3.2.4 Foundation

All stable foundation shall be constructed to support the loading from the

roof to the foundation so that excessive settlement can be avoided.

2.3.2.5 Fire resistance

Material with fire resistance shall be used in order to prevent the structural

collapse when it is subjected to high temperature. The building shall be

constructed to have fire resistance not less than period specified. All external

walls shall have fire resistance not less than half hour and any separation wall

shall have fire resistance of not less than one hour.


12/17


2.3.3 Code of practice and standards

1. BS6399 : Part 1 : 1996 Loading for Buildings

2. BS8110 : Part 1 : 1997 Structural Use of Concrete

3. BS4449 : 1972 Reinforcement Bar Standard

4. BS4466 Bend of Reinforcement

2.3.4 Environmental Issues

The progress of the construction site will be affected during the raining day as some

task could not be conducted during the raining day. The extra water from the rain

will affect the mix proportion and thus affecting the strength of the concrete in this

weather conditions. Besides that, machine might break down after contact with the

rain. Therefore, extra time should be added in the schedule to that the project would

be delay.

2.3.5 Cost effective and procurement of material

In a construction project, material plays an important role in costing. Choosing the

right supplier to supply materials must be based on several criteria. Among the

criteria to be considered base on offered material price, location of the supplier, the

quality control of the supplier, and the goodwill of the supplier. Offered material

price will reduce the cost of the construction projects. Location of the supplier

should be take into consideration because high transportation fee with be changed

on the material and the high probability of delay in transporting. The goodwill of

the supplier will ensure the products produced were according to the required

quality to maintain its goodwill of the company.


13/17


2.4 PROJECT BACKGROUND

PUTERA CONSULTANT SDN.BHD is a leading professional engineering consultancy firm

specialising in the provision of integrated civil and structural consulting, management and

planning services. Our business environment is always value engineering-driven, skill based and

service oriented. We had undertaken wide range of tasks from infrastructure, building structure,

industrial, land development, planning, feasibility studies, value engineering studies to full

design and management of multi disciplinary projects.

In the early of this year, our company incorporated with the sole purpose of undertaking

the development of quarters and facilities for the Royal Malaysian Police for Ibu Pejabat Polis

Kontinjen (IPK) Selangor, Shah Alam. This project take an account about RM126 million.

First phase involving hall construction, vehicle workshop, 3 penthouses which locate 148

houses units quarters for officer and staff with basic facilities and all worth about RM49 million.

While second phase with cost RM77 million involving several units of bungalow, houses,

additional building, new building for Ibu Pejabat Polis Daerah (IPD) Shah Alam, small mosque,

wardroom and kindergarten.

Putera Consultant has maintain its philosophy of hiring outstanding professionals to

meet the increasing demand of our clients and provide our clients with innovative and high value

engineering approaches in all aspects of our planning, design and management services.


14/17


2.5 DESIGN DATA

Before starting the construction work, data for designing any structure elements must be

obtain by refer to the specification that have been state in British Standard Structural Use of

Concrete Part 1. Code of Practice and Construction. (BS8110: Part 1: 1997) and British Standard

Structural Steel Design (BS5950-1: 2000). It is important to an engineer do the calculation and to

make sure the design data are compatible to the structure that will be built.

There are 2 structure involve in our designing which is double storey terrace houses and

hall for multi-purpose building. The design data used for this structure design are as follows:

2.5.1 Double Storey Terrace House

Design Data :

fcu = 25 kN/m2

fy = 460 kN/m2

Beam Size:

Roof Beam = 150mm x 300mm

1st

Floor Beam = 200mm x 400mm

Ground Beam = 300mm x 450mm

Column Size :

(R.Beam1st Beam) = 150mm x 100mm

(1st

BeamG.Beam) = 200mm x 200mm

(G.BeamStump) = 300mm x 300mm

All Slab Thickness = 150mm

Brick wall load = 2.6 kN/m3

Concrete cover = 25 mm

Finishing = 1.0 kN/m2

Concrete Density = 24 kg/m3

Imposed Load Roof = 0.75 kN/m2

Dead Load Roof = 1.8 kN/m2

Main Bar = 12mm

Link Bar = 10mm

Design Data Staircase:

fcu = 30 kN/m2

fy = 460 kN/m2

Imposed Load = 3.0 kN/m2


Riser = 165 mm

Going = 250 mm


15/17


2.5.2 Multi-purpose Hall

Design Data :

fcu = 25 kN/m2

fy = 460 kN/m2

Beam Size:

Roof Beam = 300mm x 450mm

1st Floor Beam = 450mm x 450mm

Ground Beam = 500mm x 600mm

Column Size :

(R.Beam1st

Beam) = 450mm x 450mm

(1st

BeamG.Beam) = 450mm x 450mm

(G.BeamStump) = 600mm x 600mm

All Slab Thickness = 150mm

Brick wall load = 2.6 kN/m3

Concrete cover = 25 mm


Concrete Density = 24 kg/m3

Imposed Load Roof = 0.75 kN/m2

Dead Load Roof = 4.6 kN/m2

Main Bar = 25mm

Link Bar = 10mm

Design Data Staircase:

fcu = 30 kN/m2

fy = 460 kN/m2

Imposed Load = 3.0 kN/m2


Riser = 165 mm

Going = 250 mm


16/17


2.6 Structure Design Process

In designing the structure a several step must be follow up before starting designing

process as well as the to perform a safe and economic structure design. Figure below show the

overall step in designing process.

Figure 1: Overall design process

Receive thearchitecture drawingfrom architect firm.

Review the drawingand determine thebeam and column

location

Relocate the beamand column location

Approval of beam

and column locationby Senior Engineer

Determine the

design data ofstructure (beamsize, column size,

grade material etc.)

Perform the drawingof structural plan intothe software used foranalyzing and design

the structure staircasemanually.

Redesign thestructure

Approval of theanalyzed drawing by

Professional

Engineer

Construct structurework on site


17/17

PUTERA CONSULTANT SDN BHD |

2.8 CONCLUSION

Conclusion that we have made was based on the course of work. A lot of knowledge and

benefit from this project we have obtained from the beginning until the end of the work.Among the challenges in conducted this group work that it requires high tolerance and

cooperation between each member. We have obtained the real situation on construction site by

working together and change ideas for the optimal result for certain part in work. We have learnt

well than before by learning deeply using Esteem Plus and AutoCAD instead of using manual

calculations for designing structural elements. Then we have learnt to estimate the actual size of

beam, column and slab, load arrangement, assuming load by referring to BS 8110-1:1997 and

others. Lastly, we hope in the future it will be more challenge especially in structural part in

order to improve knowledge before entering the real working world as a structural engineer orapart of other constructions workers.

Putera Consultant Sdn Bhd

Documents

Transcript of Putera Consultant Sdn Bhd