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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
Engineering Design Output Design Review Design Validation Design Changes Software R F I ‘ s Pre-Production Planning Example … … … … … … 54 Material Preparation Identification
Handling, Storage and Stacking Consumable Storage
Fabrication Drawings Beam Processing
Beam Preparation Equipment Plate Processing
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Plate Processing Equipment Assembly
Welding
Curving and Straightening Non-Destructive Testing
Surface Preparation and Painting Delivery of Finished Product
Attachments … … … … … … 59
Process Control Procedures Inspection and Test Plan (Sample) Welding Procedure Specifications Health Safety & Environment … … … ….. ……. … .. ... 76
Our Projects … … … … … 77
Organization Chart … … … … … 87
Manpower List … … … … … … 88
Equipment List … … … … … … 93
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Introduction
ASSENT, a member of the long-established AL Shafar Group of Companies, is one of the Middle East'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 is carried 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 types of 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 Projects
Engineering, 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 Policy
To 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 Building Structures
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
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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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Chamber of Commerce
Commercial Register
Abu Dhabi Commercial License and
Chamber of Commerce Certificate
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 and
foundation details Shop drawings Material take-off
Construction and assembly drawings
Full and close co-ordination with the customer's engineers.
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 of
Connections – Automatic
Generation of Fabrication Drawings, Production & Material Listings
N/A
Tekla - Xsteel 3D Modelling – Detailing of Connections – Automatic
Generation of Fabrication Drawings, Production & Material Listings
Manufacturing Facilities & Equipment
The plant facility is divided into the following 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 Fabrication Dimensions: 50m x 172m
Area Name: Project Stock Area Dimensions: 238m x 75m
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 blasting machine, 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
Speed (m/min) 0.6 to 10
Brand: Geitart Model: GW 2500
Width (mm) 2500
Height (mm) 600
Production Lines Area Name: Production Line 1
Details: CNC Sizing Bay S01, S02 for fully automatic cutting, drilling and copying for Section profiles and plates for Heavy weight structures.
Heavy Fabrication Bay F01 Length 120m, width 23m equipped with 5 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 with 5 no’s x 15 tons capacity over head cranes
2 no’s x 30 tons ground trolleys
Production Bay 1 : CNC Machines
Machine: CNC Band Saw Machine Brand: FICEP Model: 1260 LBH Technical Specifications: Sawing capacity at 90° (mm) 1250 x 600 Sawing capacity at 45° (mm) 800 x 600 Sawing capacity at 60° (mm) 500 x 500 Mitering angles +45°/-60°
Machine: CNC Drilling Machine
Brand: FICEP Model: 1203 DF Technical Specifications: Web height (mm) 1220 Flange width (mm) 510 Thicknes s (mm) 100 Diameter (mm) 50 3 axis drilling.
Machine: CNC Thermal Coping
Brand: FICEP Model: 1201 RC Technical Specifications: Volume of sections to be processed (mm) 1220 x 600 x 800 Coping stroke (mm) + 400 / - 400 Controlled axes (no.) 5 + 1
Machine: CNC Drilling &
Thermal Cutting Brand: FICEP Model: TIPO A31
Technical Specifications:
Length (mm) 6000 Width (mm) 3100 Thickness (mm) 130
2 drill heads + 2 thermal cutting heads
Production Lines Area Name: Production Line 2
Details: CNC Sizing Bay S03, S04 for fully automatic cutting, drilling and copying for Section profiles and plates for Medium weight structures.
Medium Fabrication Bay F03 Length 120m, width 23m equipped with 5 no’s x 10 tons capacity over head cranes
2 no’s x 20 tons ground trolleys
Medium Fabrication Bay F04 Length 120m, width 23m equipped with 5 no’s x 10 tons capacity over head cranes
2 no’s x 20 tons ground trolleys
Production Bay 2 : CNC Machines
Machine: CNC Band Saw Machine
Brand: FICEP Model: 1260
LBH Technical Specifications: Sawing capacity at 90° (mm) 1250 x 600 Sawing capacity at 45° (mm) 800 x 600 Sawing capacity at 60° (mm) 500 x 500 Mitering angles +45°/-60°
Machine: CNC Drilling Machine
Brand: FICEP Model: 1203 DF
Technical Specifications: Web height (mm) 1220 Flange width (mm) 510 Thicknes s (mm) 100 Diameter (mm) 50 3 axis drilling.
Machine: CNC Thermal Coping
Brand: FICEP Model: 1201 RC
Technical Specifications: Volume of sections to be processed (mm) 1220 x 600 x 800 Coping stroke (mm) + 400 / - 400 Controlled axes (no.) 5 + 1 Machine: CNC Punching& Thermal Cutting Brand: FICEP Model: TIPO
B251 Technical Specifications: Length (mm) 6000 Width (mm) 2540 Thickness (mm) 100 Punching Thickness (mm) 25 Drilling Thickness (mm) 130 Plasma Thickness (mm) 60 Thermal Cutting Thickness (mm) 130
1 drill + 1 thermal cutting + 1 punching + 1 plasma
Production Lines Area Name: Production Line 3
Details: CNC Sizing Bay S05, S06 for fully automatic cutting, drilling and copying for Section profiles and plates for Medium weight structures.
Medium Fabrication Bay F05 Length 120m, width 23m equipped with 5 no’s x 10 tons capacity over head cranes
2 no’s x 20 tons ground trolleys
Medium Fabrication Bay F06 Length 120m, width 23m equipped with 5 no’s x 10 tons capacity over head cranes
2 no’s x 20 tons ground trolleys
Production Bay 3 : CNC Machines
Machine: CNC Band Saw Machine
Brand: FICEP Model: 1260
LBH Technical Specifications: Sawing capacity at 90° (mm) 1250 x 600 Sawing capacity at 45° (mm) 800 x 600 Sawing capacity at 60° (mm) 500 x 500 Mitering angles +45°/-60°
Machine: CNC Drilling Machine
Brand: FICEP Model: 1203 DF
Technical Specifications: Web height (mm) 1220 Flange width (mm) 510 Thicknes s (mm) 100 Diameter (mm) 50 3 axis drilling.
Machine: CNC Drilling Machine
Brand: FICEP Model: 1203 DF
Technical Specifications: Web height (mm) 1220 Flange width (mm) 510 Thicknes s (mm) 100 Diameter (mm) 50 3 axis drilling. Machine: CNC Punching& Thermal Cutting Brand: FICEP Model: TIPO
B251 Technical Specifications: Length (mm) 6000 Width (mm) 2540 Thickness (mm) 100 Punching Thickness (mm) 25 Drilling Thickness (mm) 130 Plasma Thickness (mm) 60 Thermal Cutting Thickness (mm) 130 1 plasma + 1 punching
Production Lines Area Name: Production Line 4
Details: CNC Sizing Bay S07, S08 for fully automatic cutting, drilling and copying for Section profiles and plates for pipes structures and Light weight structures.
Production Bay 4 : CNC Machines
Machine Name: CNC Angle Processing Machine Brand: FICEP Model: A 164
Technical Specifications:
Angles 410 M/mm2 (mm) 160 x 160 x 19 Punching Diameter (mm) 32
Machine Name: CNC Pipe Processing Machine Brand: HGG Model: SPC 1000-6t
Technical Specifications:
Length (mm) 20000 Weight (ton) 2.5
Machine Name: Press Brake Brand: Gizelis S.A. Model: G. Bend 3290
Technical Specifications:
Bending Force (tons) 290
Width (mm) 3100
Thickness (mm) 12
Machine Name: Shearing Machine Brand: Gizelis S.A. Model: G. Cut CNC 3010
Technical Specifications:
Width (mm) 3100
Production Lines
Area Name: Production Line 5 Built Up Assembly Line Dimensions:48m x 75m
Details: Specialist workshop for heavy / medium assembly of built-up Girders / Columns / Trusses and Boxes
Fully automated using hydraulic jacks system and gantry automatic welding lines.
Production Bay 5 : CNC Machines
Machine Name: Built Up Assembly Machine Brand: CMM Model: BWF 2000 Technical Specifications: Web height (mm) 2000 Flange width (mm) 700 Length (mm) 18000 Speed (m/min) 0.3 to 6
Machine Name: Plate Cutting Machine Brand: ESAB Quantity: 3
Technical Specifications:
Length (mm) 28000
Area Name: Post-Blasting Dimensions: 238m x 18m
Details: 115m in feed Conyers & collecting this material from all fabrication bays to post blast before painting.
60m out feed Conyers to feed this material to the painting area.
Brand: Geitart Model: CM 3100
Width (mm) 3000
Height (mm) 1500
Speed (m/min) 0.6 to 4
Brand: Geitart Model: CM 3100
Width (mm) 3000
Height (mm) 1500
Speed (m/min) 0.6 to 4
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 for swift movement.
Each Bay is having 1 x 10 tons ground trolley
Machine Name: Spray Painting Machine Brand: Graco Model: NXT Xtreme King 70:1
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
Quality Control & Quality Assurance
Meeting the essential requirement of ISO 9001:2008
ASSENT has established and implemented ISO 9000 based procedures and has a complete ISO compliant QA Manual that includes all the following procedures:
Index to the General Description of Work Flow Procedures
The purpose of the following section is to describe in general each activity executed during a project.
Index
Engineering Software R F I ’ s
Pre Production Planning Example
Identification
Handling Storage and Stacking Fabrication Drawing
Beam Processing Plate Processing Assembly Welding
Curving and Straightening Non Destructive Testing Surface Preparation
Engineering
All Technical information received from the client such as drawings, project specifications, bills of quantity, agreed scope of work and any other pertinent information is forwarded to the Design Department who review all relevant documentation to establish the design parameters. Any clarifications and requests for information are communicated to the client in writing.
Should circumstance arise were the requested information is not available then the Design Department clearly detail any and all assumptions they have made. This information is forwarded to the client.
Design Output
The design output is expressed in the following formats :
Computer generated calculations prepared on propriety software
Design sketches containing all the necessary information to allow drafting to generate general arrangement drawings
The General Arrangement drawing package shall consist of but not be limited to: Anchor Bolt Layout
Roof Framing Plan Elevations
Connection Details (if requested) Design Review
During the Design Sketch and calculation stage, the activities of the individual designer are monitored by the Design Department Supervisor
On completion of the calculations the designer details in writing all parameters used in the calculation, the Design Supervisor verifies that the design parameters are correct as per contract documentation.
Should the contract require the formal submittal of the design calculations to the client then the Design Supervisor forwards the package to the Engineering Manager for Approval. All General Arrangement drawings developed from design sketches are reviewed by the drafting department for drawing accuracy and signed as checked then the package is forwarded to the Design Department for review by the Designer against his design sketches to determine if they have been correctly interpreted. The design package is then forwarded to the client for review and comment.
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 or status 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.
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.
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 a manner 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.
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 drill station.
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.
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.
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
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 at least 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
SAMPLE DOCUMENTATION ONLY
PROCESS CONTROL PROCEDURE
Document No. ASSENT-QMS-P09
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 preparation activities 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 Manager
To develop and implement the management of the Quality Procedures which will govern the standard of quality on the contract
4.2 Material Control Engineer
Ensures 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 collation and 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.
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 Drawings
The 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 Marking
5.2.1 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
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.
5.7 Welding 5.7.1 General
All welder qualification certification and weld controls will be in accordance with Weld Control "ASSENT-QMS-21".
The size of all structural fillet welds shall be as stated on the approved fabrication drawings, all welds shall be dressed smooth, free from porosity, cracks, holes and finished to match adjacent surfaces.
All pre-qualified WPS shall be made available to the Client for his review and approval prior to commencement of welding activities or new WPS with PQR carried out if no current qualification is available for the required process.
5.7.2 Preparation of Base Metal
Preparation of base metal shall be in accordance with the approved WPS. Surfaces and edges to be welded shall be free from loose scale, slag, rust, grease, and any other foreign matter.
Joint surfaces shall be free from laminations and tears. NDE shall, if a project requirement shall be carried out on weld preparation to ensure no laminations are present prior to welding.
Preparation of edges by gas cutting shall, wherever practicable, be done by a mechanically guided torch.
5.7.3 Assembly
The parts to be jointed by fillet welds, separation between facing surfaces of lap joints and butt welds, shall be in line with approved WPS.
The parts to be jointed by groove welds shall be brought into correct alignment. The members to be welded shall be held in the correct positions by bolts, clamps, wedges, guy lines, struts or other suitable devices, or by tack welds until welding has been completed. The use of jigs and fixtures is recommended where practicable. Suitable allowances shall be made for war page and shrinkage.
In assembling and joining parts of a structure of built-up members and in welding reinforcing parts to members, the procedure and sequence shall be exercised to minimize distortion and shrinkage.
Dimensional check for the assembly before welding shall be carried out by the Dimensional Checker, and these inspections will be recorded on the form (Form # ASSENT-QMS-P17F04) further to this inspection the work will be monitored by inspection on a continuous basis through random patrol inspections recorded on form Daily Patrol Inspections (Form # ASSENT-QMS-P17F05)
5.7.4 Electrodes and Automatic Coils
Electrodes and automatic Coils shall be procured, stored, issued and controlled in accordance with ASSENT’s procedure Welding Consumable Control “ASSENT-QMS-P22".
5.7.5 Preheat and Interpass Temperature
Minimum Preheat and Interpass Temperature shall be exercised as detailed in the approved WPS.
5.8 Inspection
These 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 be made 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
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.
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 STRUCTURAL STEEL 4,500 Sadara Desalination
Plant Marafiq SUBCONTRACTOR
SUPPLY & FABRICATION OF STRUCTURAL STEEL
1,200
Abu Dhabi Plaza Aldar SUBCONTRACTOR
SUPPLY & FABRICATION OF STRUCTURAL STEEL
12,000 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 STRUCTURAL STEEL 1,900 Louvre Abu Dhabi Tourism Development & Investment Company SUBCONTRACTOR SUPPLY & FABRICATION OF STRUCTURAL STEEL 3,500 Western Range DSO
Iron Ore ‐ Buildings Arcelor Mittal SUBCONTRACTOR
SUPPLY & FABRICATION OF STRUCTURAL STEEL 1,800 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 STRUCTURAL STEEL
1,096
SSAGS Shell SUBCONTRACTOR
SUPPLY & FABRICATION OF STRUCTURAL STEEL
3,200
West Qurna 1 Exxon Mobil SUBCONTRACTOR
SUPPLY & FABRICATION OF STRUCTURAL STEEL
10,000
Badra Oil Filed Gazprom SUBCONTRACTOR
SUPPLY & FABRICATION OF STRUCTURAL STEEL
4,500
Rabigh 2 Saudi Aramco SUBCONTRACTOR
SUPPLY & FABRICATION OF STRUCTURAL STEEL
12,000
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
Sample Projects
Project Name: Booster Station 132 Location: Kuwait Client: Kuwait Oil Company EPC Contactor: SK Engineering & ConstructionProject Name: Gas Sweetening Facilities Location: Qatar
Client: Qatar Petroleum EPC Contactor: Petrofac
Project Name: Qurayyah Power Plant Location: Saudi Arabia Client: Hajr Electricity Co. EPC Contactor: Samsung C&T Corporation
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
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
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 the Middle 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
S1 Project Title Client End User Location Steel Tonnes Year 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
S1 Project Title Client End User Location Steel Tonnes Year 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
Manpower List – Category: Staff
ASSENT OFFICE STAFF
Department 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
CNC Programmer 1 Document Controller 2 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 Document Controller 1 57
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 Document Controller 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
