ASSENT Prequalification Document

7/24/2019 ASSENT Prequalification Document

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STRUCTURAL STEEL

PRE‐QUALIFICATION DOCUMENT

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ASSENT Al Shafar Steel Engineering

Prequalification Document



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I N D E X

Introduction … … … … … … … … 4

Al Shafar Group … … … … … … … … 6

Quality Policy … … … … … … … … 7

Market Sectors & Products … … … … … … 8

Construction & Site Services … … … … … … 9

Legal Status … … … … … … … … 10

Branch Office … … … … … … … … 15

Registrations … … … … … … … … 17

ISO Certifications … … … … … … … 35

Engineering Capabilities … … … … … … 38

Manufacturing Facility … … … … … … … 40

Quality Control & Quality Assurance … … … … … 49

General Description of Work Flow Procedures … … 50

EngineeringDesign OutputDesign ReviewDesign ValidationDesign Changes

SoftwareR F I ‘ sPre-Production Planning

Example … … … … … … … … … 54

Material PreparationIdentificationHandling, Storage and StackingConsumable StorageFabrication DrawingsBeam ProcessingBeam Preparation EquipmentPlate Processing



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Plate Processing Equipment Assembly

Welding

Curving and StraighteningNon-Destructive TestingSurface Preparation and PaintingDelivery of Finished Product

Attachments … … … … … … … … 59

Process Control ProceduresInspection and Test Plan (Sample)Welding Procedure Specifications

Health Safety & Environment … … … ….. ……. … .. ... 76

Our Projects … … … … … … … 77

Organization Chart … … … … … … … 87

Manpower List … … … … … … … … 88

Equipment List … … … … … … … … 93

Our Location Map … … … … … … … 95



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Introduction

ASSENT, a member of the long-established AL Shafar Group of Companies, is one of the MiddleEast's leading companies in the field of structural steel design, engineering, fabrication, painting and

erection of all types of steel projects.

Having a fully covered and insulated area over 50,000 square-metres, allows ASSENT to be able to

produce a very large volume of fabricated steel, ranging from 8,500 to 10,000 tons per month. This

plant is equipped with the latest technology of CNC, blasting and other types of equipment to ensure

the quality, speed of production accuracy, and proper control.

The Workshop is equipped with four (4) Automatic CNC beams and plates processing lines in an area

of 66m x 180m, for sizing, comprising of :

‐

CNC Beam Sawing Lines‐ CNC Beam Drilling Lines

‐ CNC Coping Equipment

‐ CNC Plates Processing Lines

‐ CNC Angle Masters

‐ CNC Profiling Machines

All raw material is pre-blast before processing using three (3) automatic blasting machines capable to

of processing 3000 tonnes/month each (total 9000 tonnes/month)

The fabrication area covers an area of 145m x 178m, fully equipped with all necessary welding

equipment, overhead cranes varying from 5 to 15 tonnes in capacity etc… In total the facility is

equipped with 89 overhead travelling cranes.

Post-blasting, after fabrication is done through two (2) 10-turbine blasting machines capable of

processing in excess of 8000 tonnes/month

All blasting is done to Sa 2 1/5

All painting is done under controlled conditions under cover in an area of 60m x 145m

An additional area of 72m x 240m has been dedicated to raw material project storage and can

accommodate up to 40,000 tonnes of steel sections

In addition to the production capabilities described above, all the engineering and quality control iscarried out in-house, with the additional independent third party testing of welds, in compliance with

approved specific project ITP (Inspection and Test Plans), undertaken by Internationally Recognised

and Approved Testing Agencies.



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ASSENT’s products and services are available for all types of steel projects. The Senior Management

Personnel have a wealth of experience in all areas from high-rise towers to storage sheds; from oil and

gas projects to large-scale commercial buildings; from hangars to showrooms and moreover all typesof prefabricated residential houses, office complexes and labour camps.

ASSENT's quality control and assurance program comply with the international requirement, which

closely governs all engineering, manufacturing and construction standards. We also apply strict health,

safety and environmental policies to safeguard the protection of all employees and subcontractors. We

always work with the aim of having a zero-accident environment.

After sales supports facilities in Abu Dhabi,

ASSENT main facilities are located in Dubai Industrial City, at a convenient location at about 100 km

from Abu Dhabi, and is in a position to provide all necessary after-sales services required within and

around Abu Dhabi area.

Such services include:

– Stock of spare parts: In case additional structural members or related accessories, such

items can easily and conveniently be provided on short notice.

– Repair facilities: The workshop facilities are within short distance of Abu Dhabi. Any

repairs can be accommodated within the workshop facilities or at the client’s premises

depending on the nature of the repairs

– Technical support: Can be made available either at Main Dubai Facilities or Abu Dhabi

Office

Satisfy Abu Dhabi regulations concerning Local Agency Requirements

ASSENT is a fully registered Limited Liability company registered in Dubai and fully compliant with

all Legal and Local Agency Requirements of the United Arab Emirates.

Please refer to the “Legal Status section” of this document for copies of the Industrial License,

Chamber of Commerce Registration and Commercial Register as well as Registrations with other

Authorities.



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Al Shafar Group

A reputation for high quality and reliability

Al Shafar Steel Engineering (ASSENT) is the most recent addition to Al Shafar Group of Companies,

which was established in 1989, and in a period of 20 years has now grown to incorporate a total of 18

companies (including ASSENT), all related to different aspects of the construction and related

manufacturing industries.

Al Shafar Group currently employs approximately 25,000 people overall.

Through its 20 years in existence, Al Shafar Group has earned the respect and loyalty of its “repeat”

clients such as Government Agencies, Dubai Police and others, through the quality of its products as

well as its transparency and reliability in its business approach.

For additional information on Al-Shafar Group of companies, please visit the web site

http://www.alshafar.com



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Quality Policy

Our Vision

We are confident in our strategies for growth in the Structural Steel ProjectsEngineering, Manufacturing, Painting and Erection within the United Arab Emirates

and other Gulf Countries.

Our Mission

Our mission is to be the most effective and respected manufacture of industrial products

by practicing our strategy which is based on improving quality productivity.

Our Quality PolicyTo realize our vision and mission we shall exert every effort to achieve the following in

all our activities:

To have a close working relationship with all our Clients / Customers on all aspects of

engineering, quality and service to expedite the contract;

To be aware of the latest technological aspects related to our scope of works and to continually

evaluate this technology and its potential impact on manufacturing capability and company

quality requirements;

To continually strive to satisfy the requirements of our Clients & Customers by completing the

projects in compliance with their specifications, contract and quality requirements;

Gaining the confidence and trust of our supervising bodies, employees, stakeholders,

customers, and the public through strict adherence to all applicable laws, regulations, best

practices, international standard for quality management system ISO 9001:2008;

Continually improving the effectiveness of our Quality Management System through periodic

monitoring and review of its performance and suitability ; and

Protecting our environment by effectively utilizing our resources and reducing / preventing the

pollution that may be associated with ASSENT activities through effective waste management

activities; and

Communicating our Policy to all our employees, stakeholders, partners, customers, interested

parties and the public.This Policy provides the framework and sets the basis for establishing and reviewing our objectives at

the relevant functions of ASSENT. It will be reviewed periodically for continuing stability and

suitability.



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Market Sectors & Products

The following is an indication, but is not limited to, of the market sectors serviced and the types of

structures undertaken by ASSENT.

The flexibility, expertise and equipment allows the company to customize and provide the right

products or mix of products as required by the clients’ projects.

Market Sectors Structures

Heavy Industries Oil & Gas Pipe Racks

Petrochemical Rectangular Platforms

Aluminum Smelters Circular Platforms

Fertilizer Plants Pipe Supports

Cement Plants Main Workshop Structures

Raw Material Storage

Buildings

Floor Gratings

Staircases

Handrails

Ladders

Temporary Structures

Infrastructure Bridges Steel Bridges

Power & Desalination Heavy Duty BuildingStructures

Airports & Seaports Platforms

Railways Equipment Support Structures

Passenger Terminals

Cargo Terminals

Aircraft Hangars

Buildings Segment Residential / Commercial Hi-rise Towers

Shopping Malls Tower Crowns

Leisure Centres Atrium Structures

Multi-storey Car Parks

Roof Structures

Sports Centres



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Construction & Site Services

ASSENT aims to provide a complete, integrated solution for customers including site installation and

services. We employ a highly qualified construction team, and can provide construction equipment

capable of installing 4,000 tons of steel per month.

ASSENT is part of AL Shafar Group Of Companies, The parent company ASGC (AL Shafar General

Contracting) is a well established and well reputed company in the field of general contracting and

registered and qualified in Steel Erection

Manpower Strength is around 12,000 and equipped with a long fleet of site construction equipments,

cranes, lifting and access equipments and scaffolding.

This gives us clients the privilege of offering our clients very competitive prices for complete package

of supply and erection.



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Trade License



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Chamber of Commerce



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Commercial Register



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Abu Dhabi Commercial License andChamber of Commerce Certificate



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Certi ficate of Office Registration - Kazakhstan



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Abu Dhabi Supreme Petroleum Council



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ADNOC



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TAKREER



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GASCO



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ADCO



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ADMA-OPCO



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ADGAS



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BOROUGE



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FERTIL



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Saudi Aramco



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Qatar Petroleum



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MARAFIQ



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Saudi Electricity Company



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Kuwait National Petroleum Company



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Farabi Petrochemicals



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Ministry of Oil and Gas – Oman



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Federal Electr ici ty and Water Authority (FEWA)



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Saudi Basic Industries Corporation (SABIC)



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ISO 9001:2008



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ISO 14001:2004



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OHSAS 18001:2007



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Design and Engineering

The engineering section employs a team of designers and detailing engineers equipped with the

latest and most advanced software for both of these disciplines. All work is closely monitored to

ensure that it conforms to all project specifications and standards.

The engineering department services are available for:

Completing design for statical systems and connections

Composing general-arrangement drawings andfoundation details

Shop drawings

Material take-off

Construction and assembly drawings

Full and close co-ordination with the customer's engineers.

Design proposals and Value Engineering for all types of steel projects



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Design and Engineering Cont…

The Drafting office is also fully computerized and utilizes the following main software

packages:

Package Description Specifications / Code

AutoCad Preparation of GA Drawings &Fabrication Drawings –Miscellaneous Works

N/A

Strucad 3D Modelling – Detailing ofConnections – AutomaticGeneration of Fabrication Drawings,Production & Material Listings

N/A

Tekla - Xsteel 3D Modelling – Detailing ofConnections – Automatic

Generation of Fabrication Drawings,Production & Material Listings

N/A



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Manufacturing Facilities & Equipment

The plant facility is div ided into the foll owing areas:

Area Name: Inventory Stock Area

Dimensions: 50m x 172m

Details: Material handling by 2 No’s of Gantry Cranes, 10 ton each.

Area Name: Open yard for Heavy Fabricat ion


Details: Open yard Heavy fabricatio n and assembly, with Gantry Cranes.



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Area Name: Project Stock Area


Details: Handling of material by 15 No’s of over head cranes, each has capacity of 10 tons .

Area Name: Pre-Blasting Area

Details: In feed Conyers - 44m length for feeding the material to pre-blasting through shot blastingmachine, out feed Conyers - 24 m length to feed this material to the CNC beam/plate sizing bays.

Pre-Blasting Machines

Brand: Geitart Model: GW

2500

Width (mm) 2500

Height (mm) 600

Speed (m/min) 0.6 to 10

Brand: Geitart Model: GW 2500

Width (mm) 2500

Height (mm) 600


Brand: Geitart Model: GW

2500

Width (mm) 2500

Height (mm) 600




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Production Lines

Area Name: Product ion Line 1

Details: CNC Sizing Bay S01, S02 for f ully

automatic cutt ing, drilling and copying forSection profiles and plates for Heavy weightstructures.

Heavy Fabrication Bay F01

Length 120m, width 23m equipped with5 no’s x 15 tons capacity over head cranes

2 no’s x 30 tons ground trolleys

Heavy Fabrication Bay F02

Length 120m, width 23m equipped with5 no’s x 15 tons capacity o ver head cranes


Production Bay 1 : CNC Machines

Machine: CNC Band SawMachine

Brand: FICEP

Model: 1260 LBH Technical Specifications:

Sawingcapacityat 90°

(mm) 1250 x600


(mm) 800 x600


(mm) 500 x500

Miteringangles

+45°/-60°

Machine: CNC Drilling MachineBrand: FICEP

Model: 1203 DF

Technical Specifications:Web

height(mm) 1220

Flangewidth

(mm) 510

Thickness

(mm) 100

Diameter (mm) 50

3 axis drilling.

Machine: CNC Thermal CopingBrand: FICEP

Model: 1201 RC

Technical Specifications:Volume ofsections tobeprocessed

(mm) 1220 x600 x800

Copingstroke

(mm) + 400 / -400

Controlledaxes

(no.) 5 + 1

Machine: CNC Drilling &Thermal Cutting Brand: FICEP

Model: TIPO A31Technical Specifications:

Length (mm) 6000

Width (mm) 3100

Thickness (mm) 130

2 drill heads + 2 thermal cuttingheads



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Production Lines



automatic cutt ing, drilling and copying forSection profiles and plates for Medium weightstructures.

Medium Fabrication Bay F03








Brand: FICEP Model: 1260

LBH Technical Specifications:


(mm) 1250 x600


(mm) 800 x600


(mm) 500 x500

Miteringangles

+45°/-60°

Machine: CNC Drilling MachineBrand: FICEP Model: 1203 DF

Technical Specifications:

Webheight

(mm) 1220

Flangewidth

(mm) 510

Thickness

(mm) 100

Diameter (mm) 50

3 axis drilling.

Machine: CNC Thermal CopingBrand: FICEP Model: 1201 RC


Volume ofsections to

beprocessed

(mm) 1220 x600 x

800

Copingstroke

(mm) + 400 / -400

Controlledaxes

(no.) 5 + 1

Machine: CNC Punching&Thermal Cutting

Brand: FICEP Model: TIPOB251

Technical Specifications:Length (mm) 6000

Width (mm) 2540Thickness (mm) 100

PunchingThickness

(mm) 25

DrillingThickness

(mm) 130

PlasmaThickness

(mm) 60

ThermalCuttingThickness

(mm) 130

1 drill + 1 thermal cutting + 1 punching + 1 plasma



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Production Lines



automatic cutt ing, drilling and copying forSection profiles and plates for Medium weightstructures.









Brand: FICEP Model: 1260

LBH



(mm) 1250 x600


(mm) 800 x600


(mm) 500 x500

Miteringangles

+45°/-60°



Webheight

(mm) 1220

Flangewidth

(mm) 510

Thickness

(mm) 100

Diameter (mm) 50

3 axis drilling.



Webheight

(mm) 1220

Flangewidth

(mm) 510

Thickness

(mm) 100

Diameter (mm) 50

3 axis drilling.

Machine: CNC Punching&Thermal Cutting

Brand: FICEP Model: TIPOB251

Technical Specifications:Length (mm) 6000

Width (mm) 2540Thickness (mm) 100

PunchingThickness

(mm) 25

DrillingThickness

(mm) 130

PlasmaThickness

(mm) 60

ThermalCuttingThickness

(mm) 130

1 plasma + 1 punching



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Production Lines

Area Name: Product ion Line 5Built Up Assembly Line

Dimensions:48m x 75m Details: Specialist workshop for heavy /medium assembly of built-up Girders / Columns /Trusses and BoxesFully automated using hydraulic jacks systemand gantry automatic welding lines.


Machine Name: Built Up Assembly Machine

Brand: CMM Model: BWF 2000


Web height (mm) 2000

Flange width (mm) 700

Length (mm) 18000


Machine Name: Plate Cutting Machine

Brand: ESAB Quantity: 3


Length (mm) 28000

Width (mm) 4000



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Area Name: Post-Blasting


Details: 115m in feed Conyers & collecting this material from all fabrication bays to post blast beforepainting.

60m out feed Conyers to feed this material to the painting area.

Brand: Geitart Model: CM 3100

Width (mm) 3000

Height (mm) 1500


Brand: Geitart Model: CM 3100

Width (mm) 3000

Height (mm) 1500


Area Name: Painting Area

Dimensions:120m x 20m (no’s x 3) Details: Equipped with 5 no’s over head cranes

10 ton capacity each, CNC ground trolley forswift movement.

Each Bay is having 1 x 10 tons ground trolley

Machine Name: Spray Painting Machine

Brand: Graco Model: NXT Xtreme King 70:1

Painting Bay 1 Painting Bay 2 Painting Bay 3



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Area Name: Generators Area

Details:

Machine Name: Generator Brand: Caterpillar

Model: 500 kVA Quantity: 3

Model: 365 kVA Quantity: 3

Model: 455 kVA Quantity: 3 Model: 410 kVA Quantity: 1

Area Name: Gas Station Area

Details: Argon Tank 4500 kg

CO2 Tank

Oxygen Racks 3

Acetylene Racks 2

CO2 tanks, Argon Tanks 100 no’s of gas outlets for 100 MIG Welding Machines

every shift



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Quality Control & Quality Assurance

Meeting the essential requirement of ISO 9001:2008

ASSENT has established and implemented ISO 9000 based procedures and has a completeISO compliant QA Manual that includes all the following procedures:



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Design Validation

All design packages, as detailed in the contractual requirements are forwarded to the client

for review comment and approval prior to the start of fabrication. Should any comments orstatus codes be applied to the submitted design package other than approved, these comments

are addressed and another submittal is made to the client. This process is repeated until the

design is acceptable to the client.

Design Changes

When a change or modification to the design is required, the originator of the change

documents the required modification and forwards written instructions to the relevant

departments. Depending on the source of the change notice, the information is transmitted as

follows :

Internal Change notice Information to be forwarded to the Design Supervisor for

review and action

External (Client) notice Information to be forwarded to the Design Supervisor for

review and action

All change notices either in the form of commented drawings or written instructions are filed

in the Project File for future reference.

Software

ASSENT has standardized the computer software used in order to ensure compatibility with

clients and other third parties involved in the project:

Microsoft Office General Office

Primavera / Microsoft Project Planning

Autocad 2D Drafting

Strucad 3D modeling and drafting

Tekla - Xsteel 3D modeling and drafting

Staad Pro 2D & 3D Design

Master Key Connections Design

ProKon Connections Design PMS system Production Tracking & Monitorng

RFI ‘ s

If during the review, engineering design, or drafting cycles, additional information or

clarifications are required, a formal RFI is raised and issued to the client. The issue and

return of the RFI is recorded.



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Pre-Production Planning

On award of the contract the Planning Department review the overall structure to establish

the following :

Overall production requirements per week and month

Sequence of contract execution in order to support the clients program

Priority for each sub structure

Engineering and Drafting planning

Procurement planning

The 3D modeling & drafting systems utilized by ASSENT produce a full Bill of Quantities

during the "3 D" modelling phase of the drafting cycle. This information is transferred to the

Stru M.I.S evolution Software Program where the pre-determined priority ratings for each

Sub-structure are automatically assigned to the individual item

This allows the Stru M.I.S evolution Software Program to automatically generate a detailed

(item by item) production program which is then grouped together to give the daily

production requirements for all fabrication activities.

Due to the modular format of the Stru M.I.S evolution Software Program the individual

module and the relevant information required to control a specific activity can be downloaded

onto the computer system of any associate company. This allows them to conduct their area

of the operation in parallel with the overall project requirements.



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Example

Material Preparation

The relevant material preparation modules of the Stru M.I.S evolution Software Program is

forwarded to the relevant departments and all the production scheduling information

downloaded.

The engineering department also issues the plates and beam shafts drawings in the format

required to program the CNC equipment used in the material preparation.

As the material is processed in accordance with the production schedule, the Stru M.I.S

evolution Software Program is regularly updated by the computer system controlling the

CNC equipment or by manual entry periodically through the shift. This updated information

allows monitoring the progress of the contract piece by piece.

This example is applicable to each individual stage of the fabrication process.

Identification

All material received either from the mill or merchants stock is inspected on receipt for:

Completeness of order

Compliance with Purchase Order requirements

Transport Damage

Identifiable to valid mill certificate

As the material is processed through the preparation stage of the fabrication process the heat

number of the individual piece is logged onto the cutting schedule against its unique position

/ item number. This information is then transferred to the Stru M.I.S evolution Software

Program providing material trace-ability for each individual piece back to the mill

certification

Handling, Storage and Stacking

Steel plates and sections are either delivered to the preparation facility on a JIT basis or

stored and stacked in a ASSENT designated area. All material is stored and stacked in such amanner as to prevent distortion twisting or bending.

Consumable Storage

All welding rods painting and blasting material are stored in accordance with the

anufacturer's recommendations.



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Fabrication Drawings

Material preparation drawings are issued to the Preparation Facility in electronic format and

are identified by phase substructure and cutting schedule.

The assembly drawings are issued either in electronic format or paper copy again they are

identified by phase substructure and assembly schedule

Beam Processing

During the cutting operation each beam is marked with it's item / position number to allow

identification and trace-ability through the rest of the fabrication process.

After the beam has been marked and cut, and depending on the requirements, the beam is

either moved directly to the transit lay-down area or processed thorough the CNC drillstation.

Beam Preparation Equipment

Please refer to the list of equipment attached.

Plate Processing

Plates are processed using various methods depending on thickness contract requirements and

end usage

If the thickness of the plate is 12 mm or less, the plates can be sheared to the required size,

however the end usage and contract requirements are also considered before work is detailed

to these machines.

Once the plate has been cut to the correct size and shape the final operation is producing the

holes. This can be done either by drilling or punching. Again thickness, hole dia, and

contract requirements are considered before allocating the work to the various machines

During the cutting operation, each plate is marked with it's item / position number to allow

identification and trace-ability through the rest of the fabrication process.

All cut edges can be dressed to remove burrs, dross and irregularities. Holes are dressed

as required to provide a smooth contoured surface.



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Plate Processing Equipment

Please refer to the list of equipment attached.

Once the preparation of the material has been completed the material is then ready for

assembly.

Assembly

When the material has passed it's inspection, it is released to the assembly / welding yard

were it is segregated in the lay down yard prior to release to assembly.

The material is assembled in accordance with the fitting schedule issued by Stru M.I.S

evolution Software Program.

The material is assembled in accordance with the fabrication drawings in such a manner that

they are not bent, twisted or otherwise damaged, and any deformation is within the stated

tolerances.

All items, after assembly, are fully dimensionally checked, any deviations are corrected

immediately.

The results of the dimensional check are logged onto the Stru M.I.S evolution Software

Program.

Welding

All welding operations are carried out in accordance with ASSENT’s approved welding

procedures by independently qualified welders.

All procedures and welder qualifications are in accordance with AWS D 1.1 (2010) as well as

British standard BSEN 15614-1:2004 and BSEN 287-1:2004.

During the welding operation all welders are continually monitored to ensure that the welding

parameters, as detailed in the relevant procedure, are adhered to and that the level of

workmanship is maintained.

All items, after completion of welding are visually inspected against the requirements of

AWS D 1.1 (2010) for compliance. Any visual discontinuity is marked and repaired

immediately. Only when the item has been fully passed and accepted will it be released to

blasting and painting

All welding inspections are entered onto the Stru M.I.S evolution Software Program.



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Curving and Straightening

When it is necessary to curve or straighten components one of the following methods may be

used:

Mechanical - taking care not to cause indentations or changes in cross section

Local Application of Heat - ensuring that the temperature does not exceed 650°C

Non-Destructive Testing

Non destructive testing is carried out in accordance with the contract requirements, all NDT

inspections are conducted by an independent 3rd party specialist company with AWS

D1.1(2010) acceptance standards used for determining the acceptability of the weld.

The results of all NDT examinations are entered on the Stru M.I.S evolution Software

Program.

Surface Preparation and Painting

The surface preparation / blast cleaning produces the required anchor pattern and cleanliness

level as detailed by the paint manufacturer to ensure paint adhesion to the surface.

The Painting Inspector carries out profile checks at the start of each blasting run to ensure

that the required profile and cleanliness levels are met.

All material once blasted are primed within 4 hours to prevent rust bloom.

The painting operation is conducted ony if the following conditions are met:(as specified by the paint manufacturer)

The surface temperature shall be at least 3 degrees centigrade above the dew point and

the Relative Humidity (RH%) shall not exceed 85%.

Visual checks on the surface shall be carried out to ensure none of the following point

exist oil, grease, dirt, loose paint, rust and other surface contamination.

There is protection from adverse weather conditions, such as wind that may blow

sand, or other foreign bodies on the painted surface or it may disrupt the paint pattern

or cause dry spray.

Paint stripe-coating shall be applied to all welds and corners if required.

Primers, intermediate coats and top coats shall be contrasting colours, if more than

one application is required to achieve the required film thickness, then the same

colour should be used. Reference to Client's specifications must be made before

implementation.

Finished coatings shall be free of runs, drips, dry spray etc. Areas that are cracked,

damaged or below minimum thickness shall be repaired prior to dispatch



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All defective areas are to be cleaned with solvents, detergents or clean water as required

All repair areas blast cleaned to the metal surface, with the edges being feathered back atleast 50 mm beyond the clean metal surface. For areas less than 1000 mm2, brush coating

may be acceptable, but with reference to Client's specifications , areas greater than 1000 mm2

the paint shall be applied as to the original specification.

Painted items shall be handled with proper care so that damage to the paint is minimised.

Structural steel items shall not be handled until paint has thoroughly dried.

Care shall be taken to avoid abrasions and other damage.

Nylon / Canvas slings shall be used for handling the coated steelwork or when steel slings are

to be used, they shall not be choked with wood to avoid / limit contact with coated steelwork.

Delivery of Finished Product

Each piece of steelwork shall be distinctly marked with Item No and bar code before dispatch

in accordance with the fabrication drawing . Steelwork shall be stacked on timbers in order to

provide easy handling

All attachments and fittings shall be securely attached. Loose plates and smaller items shall

be either boxed or wired together and then wired to larger parts.

Floor plates shall be bundled for shipment

Bolts, Nuts and Washers shall be packed in strong bags with the Nuts and Washers assembled

on the Bolts.

The client should be informed of the time of delivery and delivery notes shall accompany all

deliveries.

The sequence of shipment shall be such as to expedite erection and minimise field handling

of material



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SAMPLE DOCUMENTATION ONLY

PROCESS CONTROL PROCEDURE

Document No. ASSENT-QMS-P09

Revision 01



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1.0 PURPOSE

The purpose of this procedure is to identify and define the steps to be taken for

controlling and monitoring the workmanship, fabrication and surface preparationactivities in order to meet the specified quality requirements

2.0 SCOPE

This procedure outlines the responsibilities, method to control workmanship and

fabrication activities to achieve the required quality during the fabrication of all

structural steel products.

3.0 TERMS AND DEFINITIONS

ASSENT Al Shafar Steel Engineering L.L.C

QC Quality Control

ITP Inspection and Test Plan

WPS Welding Procedure Specification

PQR Procedure Qualification Record

NDE Nondestructive Examination (Third Party Testing)

4.0 RESPONSIBILITIES

4.1 QA ManagerTo develop and implement the management of the Quality Procedures which will

govern the standard of quality on the contract

4.2 Material Control EngineerEnsures that applicable procedures for procurement of material, receipt, checking

quality of material coordinating with QC Engineer, storage and issue of material,

comply with the Contract requirements.

4.3 QC Engineer

Commissioning and overseeing third party inspection services (NDT) and ensuring

that all relevant shop floor inspections and checks are conducted and documented.

Coordinating inspection of purchaser supplied materials. Coordinating the collationand storage of all project specific quality records and documentation;

4.4 QC Inspector

To ensure that all welding and fabrication activities which are undertaken conform to

the approved procedures, and to notify the QC engineer of any non-conformances. To

conduct patrol inspections to monitor the welding parameters, consumables and

techniques being used are in accordance with the approved procedures to conduct

visual and weld dimensional checks for conformance to requirements.



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4.5 Dimensional Checker

To ensure that the overall dimensions of a specific piece or item of a structure comply

with those stated on the drawing.

4.6 Fabrication Workshop Supervisor

To compile and issue cutting schedules in conjunction with the Project Coordinator

and Drawing office. Verify that all cutting schedules are completed and all the items

listed are within the specified tolerances. Deploy the workforce for maximum

efficiency and ensure the standard of workmanship meets requirements. Raise orders

to purchase in conjunction with the Materials Controller to ensure adequate stock

levels are maintained.

4.7 Discipline Foreman (Cutting Fabrication Welding Painting)Each discipline foreman is directly responsible to the Fabrication Workshop

Supervisor. They are responsible for the level of workmanship, shop floor

organization and control of their individual discipline.

5.0 PROCEDURE

5.1 Identification

5.1.1 Traceability of Steel

All steels materials received, ex-mils or from Merchant’s stock, shall have a valid

material (Mill) certificate

The material shall be received into stock with the manufacturers heat number marked

on to the item, this heat number traceability shall be maintained on cutting list for

each item.

5.1.2 Fabrication/Shop DrawingsThe fabrication / shop drawings shall be prepared by our in-house drafting department

all drawings shall be checked and signed as Checked by ASSENT Draughts men for

accuracy prior to issue to the Client for Approval, if contractually required

Fabrication & Shop drawings shall show all the necessary details and dimensions to

enable fabrication of components to proceed, and will be controlled in accordance

with the Document Control Procedure "ASSENT-QMS-P01"

A latest controlled copy of fabrication / shop drawings shall be issued to the

Fabrication Workshop Supervisor and QC Engineer.

5.2 Marking5.2.1 All Steel material received into stock shall be marked with the manufactures heat

number ref Material Control Procedure "ASSENT-QMS-P16".

5.2.2 All material used in the fabrication shall maintain full traceability.

5.2.3 The Fabrication Supervisor shall make a requisition to the Material Control Engineer

for material to be issued to Fabrication Shop, by means of beam and plate cutting

schedules.

5.2.4 Steel sections will be marked prior to cutting and shaping as detailed in the fabrication

drawings and cutting schedules.

5.2.5 QC Inspector shall randomly check individual parts to ensure correct marking prior to

cutting, shaping or drilling and sign the cutting schedule to record his check



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5.3 Cutting and Shaping, Bending and Bolt Holes

5.3.1 Beams will be cut in accordance with Beam Cutting Schedule.

5.3.2 Cutting and shaping of steel may be carried out by shearing, sawing, grinding,

machine flame cutting except that where machine flame cutting is impractical, hand

flame cutting may be used.5.3.3 Deformation and burrs resulting from cutting shall be corrected and ground smooth.

5.3.4 Where cutting surfaces are required to transfer compressive loads by bearing (e.g.

column on base plates), they shall be milled to provide an adequate bearing surfaces.

5.3.5 Holes may be made by drilling and punching. Slotted holes shall be made by one of

the following methods:

Punch in one operation

Formed by drilling two holes and completed by gas cutting and grinding

5.3.6 Holes in steel plates over 10 mm thick shall be drilled. The diameter of the holes for

bolts (other than anchor bolts) shall not exceed nominal bolt diameter by more than

1.6 mm unless otherwise specified by Client.

5.3.7 Tolerance of the holes shall be in accordance with the approved drawings and Client’s

specifications.

5.4 Machining

The thickness of elements shown on the drawings as requiring machining shall mean the

minimum thickness after the machine operation.

5.5 Dressing

Cut edges shall be dressed to remove burrs, dross and irregularities. Holes shall be

dressed as required to remove burrs and protruding edges.

Sharp edges shall be dressed, but a 90 deg. rolled, cut, sheared or machined edge is

acceptable without further treatment.

5.6 Assembly

5.6.1 General

All components shall be assembled in a manner such that they are not bent, twisted or

otherwise damaged. (Ref Inspection and Test Plan ASSENT-QMS-18). Drifting of

holes to align the components shall be permitted, but must not cause damage or

distortion to the final assembly.

5.6.2 Curving and Straightening

When it is necessary to curve or straighten components, one of the following methods

may be used (or as stated in the project specifications):

Mechanical means, taking care of indentations or change of cross sections; The local Application of heat, ensuring that the temperature is carefully

controlled, by using crayon type temperature stick and does not exceed 650

deg. Centigrade;

These operations will be monitored and recorded by the Quality Control Engineer or

Inspector After curving or straightening, welds within the area of curving or

straightening shall be visually inspected. Welds which are to be subject to Non-

destructive Examination shall have these tests carried out after curving or

straightening.



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5.7.5 Preheat and Interpass Temperature

Minimum Preheat and Interpass Temperature shall be exercised as detailed in the

approved WPS.

5.8 InspectionThese activities shall be controlled in accordance with procedure of Inspection and

Testing "ASSENT-QMS-P18" and governed by the Test and Inspection Plan

All items forming part of the welded assemblies will be checked for freedom from

distortion and straightness, dimensional accuracy and conformity to the drawings and for

compliance with project specifications and ITP to ensure that the manufacturing process

is correctly implemented.

NDE inspection of welds shall be carried out in accordance with the requirements stated

in the project specifications and ITP

On completion of welding and testing, final inspection of assembled pieces shall bemade by QC Engineer or nominee prior to being dispatched for blasting and painting.

The results and report numbers of all inspections carried out during fabrication shall be

recorded in the fabrication check-list (Form # ASSENT-QMS-P17F02)

5.9 Surface Preparation, and Painting

All surface preparation, pruning and top coating, will be in accordance with the

ASSENT’ s procedure of Paint Control " ASSENT-QMS-23".

6.0 RETENTION PERIOD OF RECORDS:

Record No. Retention Period

NDT Request and Report Log ASSENT-QMS-P17F01 One Year

Fabrication Check List ASSENT-QMS-P17F02 One Year

Release for Painting ASSENT-QMS-P17F03 One Year

Daily Dimensional Control Reports ASSENT-QMS-P17F04 One Year

Patrol Inspection Reports ASSENT-QMS-P17F05 One Year

Daily Painting Inspection Report ------ One Year

Plate Sizing & Cutting Check List ------ One Year

Beam cutting Schedule ------ One Year



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WPS – WELDING PROCEDURES SPECIFICATIONS



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Environment, Health & Safety

ASSENT EHS STATEMENT

ASSENT’s Environment, Health and Safety (EHS) Policy and Management System is

committed to:

Develop, implement and manage Environmental, Health and Safety policies and

work processes at all ASSENT facilities.

Provide a safe and healthy work place and environment, to avoid injury or damage

to our employees, contractors, visitors and the public, the environment and

company assets.

Comply with applicable EHS regulatory requirements at each location.

Audit EHS activities at regular intervals at each facility to monitor its effective

implementation and to take corrective actions, wherever required.

Create a proactive EHS culture through awareness, training and motivation, to

achieve continual improvement in EHS performance.



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List of Current Projects by ASSENT

PROJECT TITLE END USER ROLE SCOPE OF WORK TONNAGE

Western

Range

DSO

Iron Ore ‐ SMPP

Arcelor Mittal

SUBCONTRACTOR

SUPPLY &

FABRICATION OF

STRUCTURAL STEEL 3,300

LR2 Refinery Project Laffan Refinery

Company Limited 2

SUBCONTRACTOR

SUPPLY &

FABRICATION OF


Sadara Desalination

Plant Marafiq SUBCONTRACTOR

SUPPLY &

FABRICATION OF


Abu Dhabi Plaza Aldar SUBCONTRACTOR SUPPLY &

FABRICATION OF


Al‐Zour North Power

Plant HHI SUBCONTRACTOR

SUPPLY &

FABRICATION OF

STRUCTURAL STEEL

9,400

BHS Link Bridge

Backbone

Dubai Aviation

Engineering Projects

Corporation

SUBCONTRACTOR SUPPLY &

FABRICATION OF

STRUCTURAL STEEL 585

CMT Expansion

Dubai Aviation

Engineering Projects

Corporation

SUBCONTRACTOR SUPPLY &

FABRICATION OF


Louvre Abu Dhabi

Tourism

Development &

Investment Company

SUBCONTRACTOR

SUPPLY &

FABRICATION OF


Western Range DSO

Iron Ore ‐ Buildings Arcelor Mittal SUBCONTRACTOR

SUPPLY &

FABRICATION OF


Ras Abou

Fontas

2

Desalination Plant

Qatar Electricity

and

Water Company

SUBCONTRACTOR

SUPPLY &

FABRICATION OF

STRUCTURAL STEEL 800

KOC Telemetry

Project Kuwait Oil Company SUBCONTRACTOR

SUPPLY &

FABRICATION OF


SSAGS Shell SUBCONTRACTOR

SUPPLY &

FABRICATION OF


West Qurna 1 Exxon Mobil SUBCONTRACTOR

SUPPLY &

FABRICATION OF


Badra Oil

Filed

Gazprom

SUBCONTRACTOR

SUPPLY &

FABRICATION OF


Rabigh 2 Saudi Aramco SUBCONTRACTOR

SUPPLY &

FABRICATION OF




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List of Completed Projects by ASSENT

PROJECT TITLE END USER ROLE SCOPE OF WORK TONNAGE

Maaden Alumina

Refinery

Maaden SUBCONTRACTOR

FABRICATION OF

STRUCTURAL STEEL

5,000

Shah Gas PKG 2 Al Hosn Gas SUBCONTRACTOR

FABRICATION OF

STRUCTURAL STEEL

900

Rumaila Field British Petroleum SUBCONTRACTOR

FABRICATION OF

STRUCTURAL STEEL

400

Booster Station 171 Kuwait Oil Company SUBCONTRACTOR

FABRICATION OF

STRUCTURAL STEEL

5,000

Qusahwira Field ADCO SUBCONTRACTOR

FABRICATION OF

STRUCTURAL STEEL

3,500

Shah Gas PKG 1 Al Hosn Gas SUBCONTRACTOR

FABRICATION OF

STRUCTURAL STEEL

900

Western Range

DSO

Iron Ore

Arcelor Mittal SUBCONTRACTOR

FABRICATION OF

STRUCTURAL STEEL

760

Qurayyah Power

Plant

Hajr Electricity

Company

SUBCONTRACTOR

FABRICATION OF

STRUCTURAL STEEL

12,750

Shah Sulphur Station

and Pipeline

Al Hosn Gas SUBCONTRACTOR

FABRICATION OF

STRUCTURAL STEEL

5,300

Green Anode Plant &

Rodding Shop

EMAL SUBCONTRACTOR

FABRICATION OF

STRUCTURAL STEEL

4,000

Aktau Desalination

Plant Maek Kazatompron SUBCONTRACTOR

FABRICATION OF

STRUCTURAL STEEL

170

RRE 7 Expansion TAKREER SUBCONTRACTOR

FABRICATION OF

STRUCTURAL STEEL

1,300

Shah Gas

PKG

4

GASCO/Al Hosn

gas

SUBCONTRACTOR

FABRICATION

OF

STRUCTURAL STEEL

9,400

BOROUGE III – O & U BOROUGE SUBCONTRACTOR

FABRICATION OF

STRUCTURAL STEEL

12,550

Bab Thamama ADCO SUBCONTRACTOR

FABRICATION OF

STRUCTURAL STEEL

6,400

South Yoloten Turkmengas SUBCONTRACTOR

FABRICATION OF

STRUCTURAL STEEL

8,000

Maaden Rolling Mill Maaden SUBCONTRACTOR

FABRICATION OF

STRUCTURAL STEEL

8,000

RRE 1 Expansion TAKREER SUBCONTRACTOR

FABRICATION OF

STRUCTURAL STEEL

17,500

Gas Sweetening

Qatar

Petroleum

SUBCONTRACTOR

FABRICATION OF

STRUCTURAL STEEL

4,150

The One Tower Al Mazroei SUBCONTRACTOR

FABRICATION OF

STRUCTURAL STEEL

1,000

RRE 3 TAKREER SUBCONTRACTOR

FABRICATION OF

STRUCTURAL STEEL

7,550

Booster Station 132 Kuwait Oil Company SUBCONTRACTOR

FABRICATION OF

STRUCTURAL STEEL

4,500

Sohar II & Barka III Oman Power and

Water Company

SUBCONTRACTOR

FABRICATION OF

STRUCTURAL STEEL

200



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Sample Projects

Project Name: Booster Station 132

Location: Kuwait

Client: Kuwait Oil Company

EPC Contactor: SK Engineering & Construction



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Project Name: Gas Sweetening Facilities

Location: Qatar

Client: Qatar Petroleum

EPC Contactor: Petrofac



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Project Name: Qurayyah Power Plant

Location: Saudi Arabia

Client: Hajr Electricity Co.

EPC Contactor: Samsung C&T Corporation



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Project Name: South Yoloten Field Development

Location: Turkmenistan

Client: Turkmengas

EPC Contactor: Petrofac

Project Name: Louvre Museum

Location: UAE

Client: Tourism Development Investment Company

EPC Contactor:

Waagner

Biro



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Project Name: Borouge 3 Utilities & Offsites

Location: UAE

Client: BOROUGE

EPC Contactor: Hyundai Engineering & Construction

Project Name: Shah Gas Development Pkg 4

Location: UAE

Client: Al Hosn Gas

EPC Contactor: Samsung Engineering



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List of Projects Executed by ASSENT Senior Management

ASSENT is a recent addition to Al-Shafar Group of Companies, but has the advantage of a Senior

Management Members who have a large experience in the structural steel fabrication business in theMiddle East and in particular, the UAE and GCC countries, in all major market sectors and in

particular the Oil & Gas and Petrochem Sectors.

As an indication of the background and experience of the management in these fields, we are pleased

to attach the list of projects been executed by ASSENT’s Senior Management Team

S1 Project Title Client End User Location Steel Tonnes Year

1 Yansaleb Olefin Technip‐ Italy SABIC Saudi 9,200 2006

2 Common Sulphur Project Al Jaber Energy Qatar Gas Qatar 4,800 2006

3 Taweelah Extension‐ GAS

Trubine Building

Arabian

Construction

Co.

Siemens Power Abu Dhabi 800 2006

4

RGX6‐

RASGAS Onshore

Expansion‐ Train 6 & 7

Chiyoda‐

Technip Joint

Venture

RASGAS Qatar 13,832

2006

5 OGD‐ III Bechtel GASCO Abu Dhabi 21,400 2005

6 Dubai Airport Expansion

Phase II‐ Duty Free

Expansion

DCA Dubai Civil

Aviation

Dubai 2,500 2005

7 Dubai Airport Expansion

Phase II‐ Cargo Mega

Terminal

DCA Dubai Civil

Aviation

Dubai 6,500 2005

8 Dubai Aiport Expansion‐

Phase II

Cargo Mega Terminal ULD

Structure

SD Middle East Dubai Civil

Aviation

Dubai 4,000 2004

9 Dubai Aiport Expansion

Ohase II‐ CUC

Group Five Dubai Civil

Aviation

Dubai 1,000 2005

10 Sohar Refinery Project JGC JGC Abu Dhabi 828 2004

11 AX 149‐ Structural Steel

works for the

Dubai Airwing

Dar Al

Handasah

Dept. of Civil

Aviation

Govt.of Dubai

Dubai 21,000 2004

12 Mall of the Emirates

Develop

WP 4150‐ Snow Centre

Al Nabodah

Laing O'

Rourke

Mall of Emirates Dubai 4,250 2004

13 Umm Al Nar IWPP Arabian

Construction

Co.

IWPP Abu Dhabi 4,300 2004

14 Amran Cement Plant IHI Armant Cement Yemen 1,340 2004

15 Arzew Desalination Plant Hitachi Zosen Algeria

Government

Algeria 450 2004

16 Kestrel Boiler Supports CMI DUBAL Dubai 450 2004

17 Sahara Mall Interchange Athena SA/

NCTC

Government of

Sharjah

Sharjah 170 2003

18 Sajja/ Dhaid Interchange China Harbor

Engineering

Government of

Sharjah

Sharjah 290 2003



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19 Kestrel Project‐ Phase II DUBAL DUBAL Dubai 8,500 2003

20 Gas Metering Skids Alderly FZE ARAMCO Saudi

Arabia

80 2003

21

Al Udied

Package

4 Hangar

Qatar

ACC Qatar

MOD Qatar 400

2003

22 GAMCO Hangar Al Hamed

Development

&

Construction

GAMCO Abu Dhabi 2,000 2003

23 Sharjah Cement IHI Sharjah Cement Sharjah 1,250 2001

24 Al Bateen Airbase‐

MW2273

Sideco Gen.

Contracting

DMW‐ Dubai Abu Dhabi 550 2001

25 Ruwais Upgrading Facilities Technip‐ Abu

Dhabi

GASCO Ruwais 1,450 2000

26 Al Taweelah A2 Power

Station

Arabian

Construction Co.

Abu Dhabi Water

& Electricity

Abu Dhabi 3,000 1999

27 Hawiyah Gas Plant JGC

Corporation

Saudi Aramco KSA 2,500 1999

28 Aramco R & D Laboratory Jaffar Al

Hamood Est.

Saudi Aramco KSA 850

29 OGD‐2 Package 1,2,3,4,5 Technip/

Bechtel

ADNOC Abu Dhabi 1,200 1999

30 ASAB Gas‐ Gather & Inj

Project

Mannesmann

Demag AG

ADCO Abu Dhabi 1,440 1999

31 TD‐ 48 DCA Expansion HMR JV Dubai Civil

Aviation

Dubai 16,500 1998

32 Codor Project‐ Pipe Rack Alstom Power Dubai Aluminum

Co.

Dubai 1,125 1998

33 Codor Project‐Boiler

Supports

CMI‐ Belgium Dubai Aluminum

Co.

Dubai 805 1998

34 Ras lafan‐ Qatar Gas William Hare

Ltd.

Qatar Gas Qatar 1,400 1997

35 Oman LNG Building Bhawan Engg.

Co.

Oman LNG Oman 800 1997

19 Kestrel Project‐ Phase II DUBAL DUBAL Dubai 8,500 2003

20 Gas Metering Skids Alderly FZE ARAMCO Saudi

Arabia

80 2003

21 Al Udied Package 4 Hangar Qatar ACC Qatar MOD Qatar 400 2003

22 GAMCO Hangar Al Hamed

Development

&

Construction

GAMCO Abu Dhabi 2,000 2003

23 Sharjah Cement IHI Sharjah Cement Sharjah 1,250 2001

24 Al Bateen Airbase‐

MW2273

Sideco Gen.

Contracting

DMW‐ Dubai Abu Dhabi 550 2001

25 Ruwais Upgrading Facilities Technip‐ Abu

Dhabi

GASCO Ruwais 1,450 2000

26 Al Taweelah A2 Power

Station

Arabian

Construction

Co.

Abu Dhabi Water

&

Electricity

Abu Dhabi 3,000 1999



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27 Hawiyah Gas Plant JGC

Corporation

Saudi Aramco KSA 2,500 1999

28 Aramco R & D Laboratory Jaffar Al

Hamood Est.

Saudi Aramco KSA 850

29 OGD‐2 Package 1,2,3,4,5 Technip/

Bechtel

ADNOC Abu Dhabi 1,200 1999

30 ASAB Gas‐ Gather & Inj

Project

Mannesmann

Demag AG

ADCO Abu Dhabi 1,440 1999

31 TD‐ 48 DCA Expansion HMR JV Dubai Civil

Aviation

Dubai 16,500 1998

32 Codor Project‐ Pipe Rack Alstom Power Dubai Aluminum

Co.

Dubai 1,125 1998

33 Codor Project‐Boiler

Supports

CMI‐ Belgium Dubai Aluminum

Co.

Dubai 805 1998

34 Ras lafan‐ Qatar Gas William Hare

Ltd.

Qatar Gas Qatar 1,400 1997

35 Oman LNG Building Bhawan Engg.

Co.

Oman LNG Oman 800 1997



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Organization Chart



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Manpower List – Category: Staff

ASSENT OFFICE STAFFDepartment

Designation

Number

Total

Executive's Office Managing Partner 1

Executive Assistant 1

2

Operations General Manager 1

1

Finance Finance Manager 1

Chief Accountant 1

Accountants 3

5

HR

&

Administration

HR

&

Admin

Manager

1

HR Executive 1

PRO 1

Receptionist 1

Document Controller 1

Transport‐in‐Charge 1

Camp Boss 2

8

Sales and Estimation General Sales Manager 1

Area Sales Engineer 3

Estimation Engineer 3

Steel Detailer

1

Marketing Executive 1

Sales & Marketing Assistant 1

10

Project Management Projects Director 1

Contracts Manager 1

Project Managers 4

Project Engineers 5

Site Engineer 2

Construction Manager 1

Quantity Surveyor

1 Document Controller 1

16

Engineering Engineering Manager 1

Design Engineer 6

Steel Detailers 20

Steel Checkers 6



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CNC Programmer 1


36

IT IT Manager 1

IT Engineers

2

Attendance Officer 1

4

Procurement Procurement Auditor 1

Sr. Procurement Officer 1

Procurement Executive 1

Procurement Officer 1

Custom Coordinator 1

5

Inventory &

Warehouse

Inventory

&

Warehouse

Manager

1

Material Planner 1

Material Expeditor 2

Store Foreman 1

Storekeepers 8

Store Clerk 1

14

Production Head of Production 1

Production Engineer 2

Assistant Engineer (MPS) 1

Welding Foreman 9

CNC Programmers

2

CNC Foreman 1

Production Coordinator 1

MPS Supervisor 1

MPS Chargehand 1

MPS Foreman 1

Blasting & Painting Foreman 1

Blasting Foreman 1

Painting Supervisor 3

Painting Foreman 3

Fabrication Foreman

15

Erection Foreman 1

Site Formean 1

Preparation Foreman 1

Office Clerk 1

Charge hand 8

Erection Charge hand 1


57



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Facilities/Maintenance Facility Manager 1

Maintenance Manager 1

Maintenance Supervisor 1

Maintenance Foreman 3

Maintenance Engineer

1

Electrical Foreman 3

10

QA/QC QA/QC Manager 1

QC Engineers 4

QC Inspector (Painting) 2


9

Printing Area Printing Officer 1

1

HSE

HSE Manager

1

Safety Supervisor 1

Safety Officer 1

Asst. Safety Officer 2

Site HSE Officer 1

Company Nurse 3

9

Dispatch/Delivery Dispatch Supervisor 1

Dispatch Clerk 1

Driver ‐ Heavy Truck 3

Driver 10

Document Controller

3

Dispatch Foreman 1

9

Office Staff Total 196



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Manpower List – Category: Labor

ASSENT WORKSHOPDesignation Number

Asst. Safety officer 1

Asst. Fabricator 22

Asst. Maintenance 6

Asst. Spray Painter 1

Asst. Steel Erector 2

Asst. Storekeeper 1

Blasting Operator 1

CAG Welder 1

Charge hand 15

Clerk

7

CNC Machine Operator 35

Crane Operator 22

Diesel Mechanic 1

Dimensional Inspector 22

Dispatch Chargehand 2

Dispatch Clerk 1

Dispatch QC 1

Electrician 9

Fabrication Charge hand 1

Fabricator 170

Forklift Driver 1

Forklift Operator 1

Gardener 1

Gas Cutter 1

Helper 252

Housekeeping 1

Industrial Wiring Technician 1

Land Surveyor 1

Machine Operator 2

Machine Operator ‐ Blasting 1

Maintenance Electrician

1

Maintenance Technician 1

Mason 8

Material Clerk 2

Material handler 1

Mechanical Helper 19

Mechanical Technician 2

Maintenance Chargehand 1



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Mig Welder 31

Mixer 4

Office Boy 2

Painter 35

Painting Inspector 2

Plumber 2

QC Document Controller 1

QC Inspector 2

Radial Drill Operator 2

Rigger 22

Security Guard 10

Shearing Operator 1

Spray Painter 1

Steel Erector 46

Steel Erector

Chargehand

1

Storekeeper 1

Tack Welder 6

Team Leader 1

Technician 1

Touch‐up Painter 2

Welder 200

Welding Charge hand 1

Welding Inspector 6

Workshop Total 998



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Equipment List

SN EQUIPMENT MAKE MODEL CAPACITY

YEAR OF

PURCHASE QTY

1

CNC BEAM

SAWING

FICEP 1260 LBH

SAW CAPACITY 1250 X 600mm (max),80 x

10mm(min) 2009 4

2

CNC BEAM

DRILLING

FICEP 1203 DF

SECTION LENGTH(2500‐18000)MM,WEB

HEIGHT(80‐1220)MM,FLANGE HEIGHT(42‐

510MM)

2009 4

3 CNC BEAM COPING FICEP 1201 RC

SECTION LENGTH(2500‐12000)MM,WEB

HEIGHT(80‐1220)MM,FLANGE HEIGHT(42‐

600MM)

2009 2

4

CNC PLATE

PROCESSING

FICEP TIPO A31

PROCESS PLATE THICKNESS(10‐

130MM),MINIMUM WORK PIECE SPECIFICATION

L=200,W=150

2008 1

5

FICEP

TIPO

B251

PROCESS PLATE THICKNESS(6‐25MM),MINIMUM

WORK PIECE

SPECIFICATION

L=200,W=150

2009

2

6 ESAB EXA 5000

CUTTING THICKNESS (8‐100MM) 2009 1

7 ESAB EXA 4500 2009 1

8 CNC ANGLE

PROCESSING

FICEP A 164 PROCESS ANGLE DIMENSIONS ( 40 X 40 X 4)‐

(200 X 200 X 20) MAX DIA OF HOLE =32MM

2008 1

9 FICEP A 206 2009 1

10

CNC HYDRAULIC

PUNCH PRESS

FICEP 801

PUNCH STROKE LENGTH=40MM,PUNCHING

POWER=800 KN,MAX THICKNESS=20MM

2011 2

11

CNC PROFILING

SPC 1000

HGG SPC 1000

PUNCH STROKE LENGTH=40MM,PUNCHING

POWER=800 KN,MAX THICKNESS=20MM

2009 1

12 CNC SHEARING GIZELIS G CUT 3010 CUTTING THICKNESS (6‐10MM) 2010 1

13 CNC BENDING GIZELIS G BEND 3290 BENDING THICKNESS 6‐10MM) 2010 1

14

RADIAL ARM

DRILLING MAC

SIMCO Z3050 X 16/1

50MM PLATE THICKNESS DRILLING

2009 1

15 SIMCO RD5016 2010 1

16 LAROSA Z3050 X 16/1 2009 1

17 LAROSA Z3050 X 16/1 2009 1

18

CNC BUILT‐UP

SECTION

CMM BW2000

WEB HEIGHT 250‐2000MM,WEB THICKNESS 6‐

40MM,FLANGE HEIGHT 150‐600MM,FLANGE

THICKNESS6‐80MM

2010 1

19 PRE‐BLASTING GIETART AGW2500 BLASTING WITH 6 WHEEL 2009 3

20 POST‐BLASTING GIETART AGCM3100 BLASTING WITH 10 WHEEL 2009 2

21

GENERATOR

CATERPILAR 3046 PRM 365 KVA 2008 3

22 CATERPILAR C15_PRM 500 KVA 2008 3

23 CATERPILAR 500 500 KVA 2008 3

24

CATERPILAR

LC6

500KVA

2008

1

25

COMPRESSOR

SULLAIR 3710 150‐160 PSI 2010 2

26 COMP AIR L37‐10 11 BAR,37KW,3000RPM 2010 2

27

DRYER

SULLAIR 0‐30 BAR (REFERIGERANT 134A) 2010 3

28 COMP AIR DC150AX 16‐20BAR (REFERIGERANT 134A) 2010 1

29 MIG WELDING ESAB MIG402C

230/400‐415/500V,60%DUTY CYCLE

56/32(43)/26A,100% DUTY CYCLE 43/25/20A

2009 120

30 PLASMA MACHINE ESAB

POWER CUT‐

1600

CUT 1‐1/2"(38MM),SEVERS 1‐3/4"(45MM)

,60%DUTY CYCLE 90AMP

2010 4



STRUCTURAL STEEL


of 95

SN EQUIPMENT MAKE MODEL CAPACITY

YEAR OF

PURCHASE QTY

31

GAS MIXING

MACHINE

SHARJAH

OXYGEN

CO2

AND

ARGON

AT

5

BAR

2010

1

32

ARC WELDING

ESAB LHF400

400V,340W,.90 P.F,35% D.S=400 A/36V,60%

D.S=315 A/ 33V,100% D.S 250A/30V

2010 83

33 LINCOLN 200i DC 220V/1/50/60HZ+/‐10% IP21S/F 2010 60

34

GOUGINGMACHINE

MILLER GOLD STAR 602

20‐590 AMP DC,OPEN CIRCUIT VOLTAGE

(71),IP=21M,INPUT AMP 51A/3PHASE

2010 3

35 SUB ARC LINCOLNIDEAL ARC‐

DC600

415V/50HZ,80A/64A 2010 2

36 SUB ARC ESAB LAF‐1000DC 415V/50HZ,74A/67A 2009 2

37

OVER HEAD CRANE

(5 TON) ABUS

SINGLE GIRDER CROSS TRAVEL 19065MM,HOIST

WORKING 7200MM

2009 10

38

OVER HEAD CRANE

(10 TON) ABUS


WORKING 7770MM

2009 61

39

OVER HEAD CRANE

(15 TON) ABUS


WORKING 7700MM

2009 14

40

ELECTRIC TOLLEY

(10 TON) WUXI F21‐E1B TX 10 TON ,8 HOUR BACK UP 36VOLT 2009 9

41

ELECTRIC TOLLEY

(30 TON) WUXI F21‐E1B TX 16 TON ,8 HOUR BACK UP 75VOLT 2009 8

42

ELECTRIC TROLLEY

CHARGER

WUXI DF‐4860D11 36V CHARGING 2009 9

43

ELECTRIC TROLLEY

CHARGER

WUXI DF‐4860D11 75V CHARGING 2009 13

44

SPRAY PAINTING

MACHINE

EXTREME GRACO‐60:1 220CC(900) PUMP 2009 15

45 THREADING

MACHINE

RIDGID 1224 1/2" ‐ 2" 2010 3

46 GRINDER 4 1/2" MAKITA GA5010 2010 90

47 GRINDER 4 1/2" DEWALT D28143 2011 100

48 GRINDER 7" MAKITA GA7020 2010 70

49 GRINDER 7" DEWALT D28413 2011 100

50 GRINDER 7" DEWALT D28495 2011 18

51 DIE GRINDER MAKITA GD800C 2011 40

52 DIE GRINDER DEWALT DW887 2011 70

53 DIE GRINDER DEWALT DW28886 2011 20



STRUCTURAL STEEL


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ASSENT Prequalification Document

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