Zein Steel Construction Contracting L.L.C

Zein Steel Construction Contracting L.L.C

P.O. Box: 112424 Tel: +971 4 2581033 Fax: +971 4 2583379

Email: [email protected] www.zeinsteel.com

INDEX

SECTION 1 PRE-QUALIFICATION

SECTION 2 COMPANY LICENSES

SECTION 3 ISO CERTIFICATES

SECTION 4 COMPANY REGISTRATIONS

SECTION 5 CERTIFICATES

SECTION 6 ORGANIZATION CHART

SECTION 7 STEEL WORKS DIVISION FUNCTIONAL AREA

SECTION 8

STEEL WORKS DIVISION RESPONSIBILITY & AUTHORITY

SECTION 9 STEEL WORKS DIVISION TYPICAL METHOD STATEMENT

SECTION 10

STEEL WORKS DIVISION PROJECT HISTORY

SECTION 11 CONSTRUCTION PLANT & EQUIPMENT RESOURCES

SECTION 12 FINANCIAL DETAILS

SECTION 13 KEY CONTACT DETAILS

SECTION 14 COMPANY PROJECTS PICTURES


P.O. Box: 112424 Tel: +971 4 2581033 Fax: +971 4 2583379


INTRODUCTION

“ZEIN STEEL INDUSTRIES LLC is a Division of ZEIN STEEL CONSTRUCTION

CONTRACTING LLC operating from Qusais industrial Area II, situated strategically to serve all

Emirates. Zein Steel Construction Contracting LLC, Zein Steel Industries LLC . ZEIN STEEL CONSTRUCTION CONTRACTING L.L.C has always had a very good reputation

in this field; it is built on a philosophy for providing exemplary performance with quality and service

from the initial inquiry to project completion. As Zein grew into the major group of companies it is

today, with 2 offices in 2 countries the core ethos of providing professionally managed steel

construction projects.

ZEIN STEEL CONSTRUCTION CONTRACTING L.L.C is always mindful of the fact that a

company is only as good as its last job and we look forward to new opportunities knowing that they are

based upon a firm foundation of successfully completed projects. Our approach to each new project is

one of meticulous attention to detail, a constructive response to client needs and continuous striving for

improvement in all areas of contract execution. With a large and loyal customer base we aim for long

term business relationships by serving the needs of each client and keeping to our commitments.

ZEIN STEEL FABRICATION DIVISION” is well equipped with adequate skilled manpower,

modern equipment and necessary infrastructure for the timely completion of projects to the complete

satisfaction of our clients. Within the ZEIN STEEL FABRICATION DIVISION we are professionally committed to your

satisfaction and with your association we will broaden our scope of operation even further.

Assuring you of our prompt attention and quality service at all times…………..


P.O. Box: 112424 Tel: +971 4 2581033 Fax: +971 4 2583379


PROJECT MANAGEMENT

Our basic principle is providing our clients with ZEIN STEEL FABRICATION DIVISION’S services he requires. From the award of contract, we assure the involvement of experienced senior staff to provide a professional service to the entire satisfaction of our client. We strive to provide the most consistent standards of engineering and workmanship, which are achieved by constant monitoring of every stage and by utilizing the latest available technology and tools.

PRINCIPLES

The utilization of trained and experienced labour has immediate benefits in productivity, safety, quality and labour relations. Our exemplary record in labour relations, which is the result of management strategy of open discussion and participation in the formulation of working rule Agreements. MEASURES

“ZEIN STEEL FABRICATION DIVISION” is committed to the achievement of high quality

standards, safe working conditions and continual upgrading of staff skills. QUALITYASSURANCE

“ZEIN STEEL FABRICATION DIVISION” has extensive experience of working with major clients in the high technology industries in the modern world. Our company believes that Quality Assurance is the combination of positive basic attitude together with disciplined procedures to make it effective.

HEALTH AND SAFETY

Throughout the execution of a project, maintains strong commitments to safety at site, aiming at zero

accidents, well-being of the workers and discouraging unsafe practices.


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TRAINING:

“ZEIN STEEL FABRICATION DIVISION” believes in investment in people and to that and we operate a policy of continuous training program, both to improve job skills and qualifications. QUALITY POLICY:

The policy of “ZEIN STEEL FABRICATION DIVISION” is to create satisfied customer by providing products and services to the required specification at fair price. We will commit ourselves as a team to produce and deliver the right product and service at right time every time. The ZEIN STEEL FABRICATION DIVISION continually seeks to improve our effectiveness towards greater customer satisfaction by refining our Project Delivery System through the training of our employees, the use of I. T. and the implementation of an Integrated Management System.


P.O. Box: 112424 Tel: +971 4 2581033 Fax: +971 4 2583379



P.O. Box: 112424 Tel: +971 4 2581033 Fax: +971 4 2583379



P.O. Box: 112424 Tel: +971 4 2581033 Fax: +971 4 2583379



P.O. Box: 112424 Tel: +971 4 2581033 Fax: +971 4 2583379



P.O. Box: 112424 Tel: +971 4 2581033 Fax: +971 4 2583379



P.O. Box: 112424 Tel: +971 4 2581033 Fax: +971 4 2583379



P.O. Box: 112424 Tel: +971 4 2581033 Fax: +971 4 2583379



P.O. Box: 112424 Tel: +971 4 2581033 Fax: +971 4 2583379


Organization Chart

General Manager

Finance & Administration

Training

HR Dep.

Administration Dep.

Inventory Management

Accounts & Internal Auditing

Information Technology

Business Development Department

Customer Relationship Management

Marketing Research &

Studies

Sales Department

QC/QA Department

HSE

Manpower Development

Fabrication Supervision

Material Inspection

Production Department

Maintenance

Workshop

Estimation & Engineering Dep.

Engineering Department

Detailing & Shop Drawing

Estimation Department

Management Representative


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FUNCTIONAL AREA

Within the ZEIN STEEL CONSTRUCTION CONTRACTING L.L.C, activities are divided

between many functions: Civil Work, Steelwork, Coating and Project Control. The Steelwork function

is further sub-divided into Erection and Fabrication.

The Steelwork function of the ZEIN STEEL FABRICATION DIVISION is the principal area of

operations within the division. It is Steelworks which physically erects the structures and which

prefabricates components from steel. The Steel Erection department has a dedicated management team

for each project with a highly skilled labour force many of whom have been with the company for

several years. Project sizes have varied over the years from small warehouse type buildings to major

oilfield structures. Each and every client is important to us, irrespective of the current project size. The

reputation of ZEIN STEEL FABRICATION DIVISION is based upon repeat orders from satisfied

clients.

Steel Fabrication is an important part of the ZEIN STEEL FABRICATION DIVISION. The primary

function of the department is to provide projects with specialized accessories such as staircases, hand

railing, decorative steel fencing etc. It also provides an essential back up service should off-site

modification be necessary for structural items which are required to be altered during the erection

process. Skilled craftsmen and certified welders are on hand to execute any task that can be

accommodated by the Amana workshop.

The Project Control function within the ZEIN STEEL FABRICATION DIVISION is the heart of

the operation in that it is from this area that all the estimates are generated, schedules prepared and

detail engineering completed within the division. The QA/QC and HSE organizations are located

within the Project Control function, this means that the officers for these disciplines who are allocated

to work on site are independent of the site hierarchy and are not open to influence from site personnel

however senior.


P.O. Box: 112424 Tel: +971 4 2581033 Fax: +971 4 2583379


RESPONSIBILTY AND AUTHORITY

GENERAL MANAGER

� Managing the overall business of ZEIN STEEL CONSTRUCTION & CONTRACTING

LLC � Set policy guidelines relating to quality and safety ensuring their implementation throughout

the organization.

� Where necessary approve the procedure forming part of ISO 9000/2000 for implementation,

process change and conduct periodic review for effective operation of the quality system. � Approve the organization H.R. requirement. � Final approval on contracts/order awarded.

STEEL WORKS DIVISION MANAGER

� Managing the overall business of the STEEL WORKS DIVISIONof ZEIN STEEL

CONSTRUCTION & CONTRACTING L.L.C

� Implementation of ZEIN quality and standards.

� Approve STEEL WORKS DIVISION procedure forming part of ISO 9001/2000 for

implementation and or process change.

� Coordinate with Sales regarding potential projects in order to plan resource utilization. � Coordinate with HR regarding the recruitment of staff and labour.

� Attend regular meeting with General Manager.

SITE

� Overall responsibility for site (s) activities by Steel Works Division Teams.

� Checking client claims.

� Attending regular site meetings.

FINANCIAL

� Update the price list for fabricated items.

� Approve material request forms.


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PROJECT CONTROL HEAD

� Study all project drawings and specifications. � Prepare all required project submittals.

� Prepare all project estimates Prepare all project schedules.

� Collect and analyze performance data from sites to use in future estimates.

� Prepare project estimates based upon supplied drawings and specifications.

SITE � Attend site meetings (if requested by the client).

� Checking Client claims at site if required.

FINANCIAL � Prepare data for invoicing.

� Liaise with ZEIN STEEL CONSTRUCTION & CONTRACTING L.L.C Cost Control

Department.


P.O. Box: 112424 Tel: +971 4 2581033 Fax: +971 4 2583379


STEEL WORKS DIVISION

METHOD STATEMENT FOR

STEEL FABRICATION

1 WORK MAY PROCEED

2 REVISE AND RESUBMIT. WORK MAY PROCEED SUBJECT TO INCORPORATION OF CHANGES INDICATED

3 REVISE AND RESUBMIT. WORK MAY NOT PROCEED

4 REVIEW NOT REQUIRED. FOR INFO ONLY

5 CANCELLED / DELETED

BY: DATE

C

B

0 17.5.2012 NI.K RA RA Issued For Review and Approval

Rev. Date Originator Reviewed Approved Description

Subcontract No.: ITEM: FABRICATION

ORIGINATOR: Zein Steel Construction Contracting LLC

Sub Contractor Doc. No. : WBS Code: 000 Contract No :


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Material Preparation

The relevant material preparation module of the Piece Monitoring System 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 Piece Monitoring System 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 Piece Monitoring System 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 Zein Steel Engineering 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 manufacturer's recommendations.


P.O. Box: 112424 Tel: +971 4 2581033 Fax: +971 4 2583379


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 its 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 12mm 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, holedia, and contract requirements are considered before allocating the work to the various machines

During the cutting operation, each plate is marked with its 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 its inspection, it is released to the assembly / welding yard where 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 Piece Monitoring System.

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 Piece Monitoring System.

Welding

All welding operations are carried out in accordance with Zein Steel Engineering's approved welding procedures by independently qualified welders.

All procedures and welder qualifications are in accordance with AWS D 1.1 / CSWIP 3.1

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/CSWIP 3.1 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 piece monitoring system.


P.O. Box: 112424 Tel: +971 4 2581033 Fax: +971 4 2583379


Curving & 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 /CSWIP3.1 acceptance standards used for determining the acceptability of the weld.

The results of all NDT examinations are entered on the Piece Monitoring System.

Surface Preparation & 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 is primed within 4 hours to prevent rust bloom.

The painting operation is conducted only 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) 40% and 85%.

- Visual checks on the surface shall be carried out to ensure none ofthe 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 Strip shall be applied to all welds and corners if required.

- Primers, intermediate coats and top coats shall be contrasting colours, ifmore than one application is required to achieve the required film thickness, then the same colour should be used. But 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 in 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 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 minimized.

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 minimize field handling of material.


P.O. Box: 112424 Tel: +971 4 2581033 Fax: +971 4 2583379




ERECTION STRUCTURAL STEEL

1 WORK MAY PROCEED





BY: DATE

C

B

0 17.05.2012 NI.K RAA RAA Issued For Review and Approval


THIS DOCUMENT IS INTENDED FOR USE BY ITS NOMINATED CONSULTANTS, CONTRACTORS, MANUFACTURERS AND SUPPLIERS.

CLIENT DOC No. PROJ. No.: Page 1 of 13

Subcontract No.: ITEM: Erection of


Sub-Contractor Doc. No. : WBS Code: 000 Contract No :


P.O. Box: 112424 Tel: +971 4 2581033 Fax: +971 4 2583379


Revision Description

Rev. No. Section Revision Description

0 All Issued For Review and Approval

HOLDS

No. Section HOLD Description


P.O. Box: 112424 Tel: +971 4 2581033 Fax: +971 4 2583379


DOCUMENT TITLE:

Project No. :

CLIENT DOC. No.

METHOD STATEMENT FOR ERECTION OF

STEEL WORKS

DIVISION REV. 00 DATE: 17/05/12

STRUCTURAL STEEL

PAGE 2 OF 13

Table of Contents

1.0 PURPOSE…………………………………………………………………………….…………….……...4

2.0 SCOPE…………………………………………………………………………………….…….….……….4

3.0 RESPONSIBILITIES………………………………….……………………....………………….………4

4.0 RELEVANT REFERENCES & DOCUMENTS.…………………………….….….………………5

5.0 SEQUENCE OF WORK..……………………………………………………..…..….……………….6

6.0 RESOURCES…………………………...……………………………………..…………………………11

7.0 HSE REQUIREMENTS………………..………….………………………..…………….…………..12

8.0 QA/QC REQUIREMENTS………….…………………….………..………………….……….……13


P.O. Box: 112424 Tel: +971 4 2581033 Fax: +971 4 2583379


DOCUMENT TITLE:

Project No. :

CLIENT DOC. No.


STEEL WORKS


STRUCTURAL STEEL

PAGE 3 OF 13

1.0 PURPOSE

The purpose of this method statement is to define the Scope of Work and Sequence of

erection of structural steel for the Project. As well the Method of Statement will set out

the minimum HSE and Quality requirements to provide a fit for purpose steel works

for the Project.

2.1 SCOPE

This Method Statement will apply to the erection of structural steel for the

structures / buildings for the Project as per the approved fabrication drawings and

specifications. The Structures / buildings which are going to be erected as per this

method of statement are

3.0 RESPONSIBILITIES

Project Manager Overall responsible for all construction activities carried out

in accordance with project quality plan and HSE plan

QA/QC Engineer/ Inspector Responsible for all quality activities at site

HSE Engineer / Officer Responsible for safety matters and safety monitoring of works

Site Engineer/ Foreman Responsible for daily construction activities


P.O. Box: 112424 Tel: +971 4 2581033 Fax: +971 4 2583379


DOCUMENT TITLE:

Project No. :

CLIENT DOC. No.


STEEL WORKS


STRUCTURAL STEEL

PAGE 4 OF 13

RELEVANT REFERENCES & DOCUMENTS

• Contract Specifications

• Contract Drawings

Sl No Drawing Number Rev Sht No Drawing Description 1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

•ITP for structural steel works

• HSE Manual


P.O. Box: 112424 Tel: +971 4 2581033 Fax: +971 4 2583379


DOCUMENT TITLE:

Project No. :

CLIENT DOC. No.


STEEL WORKS


STRUCTURAL STEEL

PAGE 5 OF 13

5. SEQUENCE OF WORK

5.1 Work Method Procedure

Construction Flow Chart, Steel work


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5.1.1 METHODOLOGY FOR STEEL STRUCTURE ERECTION

5.1.1.1 Materials Delivery & Handling

• The indicated storage area for delivered materials shall be leveled and clear from

any obstructions. • A minimum timber piece of 100x100 mm shall be placed under the unloaded steel

structure members. • The steel members will be unloaded using mobile crane and/or forklift, and stored

in groups (Main frames – secondary members) • All unloaded steel members shall be clearly identified, inspected, moved to their

respective location, and laid along with their corresponding grids.

5.1.1.2 Material Inspection

• All unloaded steel members shall be clearly identified according to the fabrication

drawings. • All steel members shall be inspected visually as per the approved fabrication

drawings. • Materials having major discrepancies will be noted / marked and quarantined. • The details of the quarantined materials will be informed to the contractor through

a discrepancy note. • Materials having minor discrepancies will be informed to the contractor and the

subcontractor will proceed with the site rectification. • After rectification and the subsequent inspection the materials will be shifted to the

corresponding grids to facilitate erection. • Based on the contractor’s decision the quarantined materials will be either sent out

of the site or will be rectified on site by the subcontractor based on the cost and

time implications. • The materials that are accepted in the initial visual inspection will be shifted to the

corresponding grids to facilitate erection.

Final Inspection and Structure

Handing over

DOCUMENT TITLE: Project No. :

CLIENT DOC. No.


STEEL WORKS

DIVISION

REV. 00 DATE: 17/05/12

STRUCTURAL STEEL

PAGE 6 OF 13


P.O. Box: 112424 Tel: +971 4 2581033 Fax: +971 4 2583379


5.1.1.3 Civil Clearance Inspection

• The anchor bolts location and levels have to be inspected and noted. • The inspection of location can be carried out with the aid of total station, by

inspecting the corner bolts. • The top of bolt levels have to be checked and established. • The deviations beyond the acceptable tolerances will be noted and informed to the

contractor for rectification.

5.1.1.4 Leveling of Shims

• Project datum level shall be provided by the contractor. This will be act as a

project reference point.

• Carry out the survey work and mark the X and Y co-ordinate as per drawing grid line

• Mark the center line of a column structure as well as base plate.

• Provide necessary shims prior to erection of column.

• Ensure that the survey Instrument’s valid calibration certificate shall be available at

site

DOCUMENT TITLE: Project No. :

CLIENT DOC. No.


STEEL WORKS


STRUCTURAL STEEL

PAGE 7 OF 13

5.1.1.5 Erection of Steel Columns

• Install main frame columns starting from braced bay. • Place the column over the packing plate as per drawing orientation and match the

X and Y co-ordinates. • Install internal steel columns. • Temporary braces shall be used to align and plumb the columns. • Install permanent bracing, if indicated in erection drawings. • Install barricades around erection area.

5.1.1.6 Erection of Rafters

• Bolt-up rafter splices together and tighten while material is still on the ground. • Raise rafter into position at top of columns with tyre mounted mobile crane and

hold in place while bolts are connected to columns and properly tightened. • Erection of rafters shall be carried out as per levels and slopes.


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• Assembly for the first braced bay will commence first and using the above

procedure assembles for the second rafter, and places it on top of second set of

columns. • Install permanent bracing between rafters. • Install temporary bracing (tir-force) on the rafter wherever required while not

connected to next rafter.

5.1.1.7 Welding

• No site welding shall be permitted for structural steelworks unless approved by

Petrofac. • Touch up painting shall be applied on welding area as per project specifications. • All welding shall be executed by qualified welders. • All weld slag shall be removed and all welds cleaned on completion of the work. • Welding shall be performed in accordance with WPS.

5.1.1.8 Leveling and Alignment of Structures

• After completion of erection works, alignment has to be done on the erected

structures. • The following instruments could be used to check the steel structure levels,

verticality and distance between the references. Dumpy level

Thedolight

Auto level

Total station

• Check the levels by using Auto level, Dumpy level or Total station and adjust the

packing plate if required. • Levels shall be adjusted by using the steel wedges below the column base plates.

• Verticality to be checked by means of Thedolight or Total station with respect to

center line of base plate and column structure.

DOCUMENT TITLE:

Project No. :

CLIENT DOC. No.


STEEL WORKS


STRUCTURAL STEEL

PAGE 8 OF 13

• Verticality shall be adjusted by the Guy Wire & Chain pulley blocks. • Ensure that the levels and Verticality are within the tolerances specified and

survey report shall be maintained. • Obtain the inspection clearances from the consultant / client as per the contractual


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requirements. • Packs, Shims and other supporting devices shall be flat, of adequate strength and

rigidity, and not larger than necessary. • As packing is to be left in position and subsequently grouted, they shall be placed

such that they are totally enclosed by grout.

5.1.1.9 Bolt Tightening

• All fastener materials shall conform to the requirements of the BS 4190 Gr 8.8. • Mill test certificate of the chemical analysis and physical properties of the material

shall be furnished as required in the specification for material. • Fasteners make and grade, manufacturer identification of the material shall be

verified with Material test certificate. • Bolts shall be stored in a covered shed. It shall be handled with care not to damage

the threads. • Any abuse of the bolts during handling or installation shall be prevented. Bolts

having rust, dirt and damaged thread should not be used. • Bolt, nut and washer assemblies for use without preloading shall be as given in

table 5.6.1 (Extracted from Table 2.3 from National structural steel work

specification- 5th edition)

Grade Bolt Nut Washer

8.8 BS 4190 BS 4190 (Grade 8) BS 4320

Table 5.6.1

• Foundation bolt assemblies shall be as given in table 5.6.2 (Extracted from Table

2.5 from National structural steel work specification- 5th edition)

Grade Bolt Nut Washer

8.8 BS 7419 BS 4190 (Grade 8) BS 4320

Table 5.6.2 • Foundation bolt details shall include provision of loose cover plates or washers

with hole diameter 3 mm greater than the holding down bolts. • Bolt length shall be chosen such that, after tightening, at least one thread plus the

thread run out will be clear between the nut and the unthreaded shank of the bolt

and at least one clear thread shall show above the nut. • Grade 8.8 bolts used in bracing bolting shall be fully tightened, that shall be

achieved by tightening fully by the spanners in accordance with BS 2583 with the

full strength of one person.

• Contact surfaces shall be inspected prior to assembly of parts and maintained in a

satisfactory condition after inspection.


P.O. Box: 112424 Tel: +971 4 2581033 Fax: +971 4 2583379


DOCUMENT TITLE:

Project No. :

CLIENT DOC. No.


STEEL WORKS


STRUCTURAL STEEL

PAGE 9 OF 13

• Torque value shall be checked at least 30% per connection or joint and it shall be

recorded in the bolting inspection report.

• The following table 5.6.3 provides the required torque values (Extracted from the commentary to the NSSS 4

th edition as well as the in the two of the green book

series on Joints in steel

BOLT SIZE APPROXIMATE TORQUE (Nm)

M 16 90

M 20 110

M 24 130

M 30 160

Table 5.6.3

• Torque wrenches and other devices shall have a calibration check as per BS 4604.

5.1.1.10 Grouting

• The top of foundations shall be cleaned free of dirt, loose particles, oil or grease

construction

Simple

connections P

212 and

Moment

connection P

207


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and shall be wetted thoroughly just prior to grouting. • Grout contact surfaces shall be free from standing water and care shall be taken

not to flood anchor bolt sleeves. • Keep grout surface damp by covering with hessian cloth for 24 hours prior to grout

pour. • Install formworks on the areas of the concrete surfaces to be applied with grout. Be

sure the formworks will have no leaks that water will segregate from the grout

mixture. Mark top level of grout on formworks. • Prepare the approved brand of leveling non- shrink grout. Have a clean mixing

container, electrically operated mixing or stirring tool and clean water as mediums

for mixing grout. • Put the required amount of clean water into the clean mixing container, then add

slowly the non- shrink grout compound to the clean water while being mixed

thoroughly by means of electrically operated mixing or stirring tool. Mixing

should continue until a uniform consistency of the grout mixture is obtained.

• Follow mixing time, curing time as mentioned in manufacturer instructions

manual.

DOCUMENT TITLE:

Project No. :

CLIENT DOC. No.


STEEL WORKS DIVISION REV. 00 DATE: 17/05/12

STRUCTURAL STEEL

PAGE 10 OF 13

• Place the freshly mixed grout into the areas of the concrete surfaces enclosed of

formworks. Allow the mixture to flow freely into the surfaces until the required

amount of thickness is attained. • To ensure the newly hardened grout of proper curing, wet with clean water and

have the hardened grout remain moist or damp by covering with burlaps for

several days. • During the formworks stripping, take extra care not to cause any cracks or other

damages to the hardened grout. Any uneven sidings or marks caused by

formworks stripping should be retouch by plain Portland cement finish. • Lightly knock on the harden surface of grout by wooden hammer and there should

not be any dumb sound.

5.1.1.11 Touch-up Coating

Application of touch-up coating shall be carried out for all damaged paint.

• Remove if any wax, oil and grease present in the surface by solvent cleaning. • Any loose or flaking coating should be taken back to a firm edge and feather the

edges.


P.O. Box: 112424 Tel: +971 4 2581033 Fax: +971 4 2583379


• Mechanically clean the coating damaged surface using hand or power tools taking

care to avoid polishing the surface. • Touch up the bare metal steel.

5.1.1.12 Final Inspection

Engineer shall ensure after erection of the structural steel members and accessories are

checked and inspected as mentioned here below:

• All bracings are in position and tightened. • All bolts are in place and high strength bolts are tightened properly. • All damaged paint is touched-up and made good and acceptable. • Engineer shall Issue Request for Inspection for each of the above activities when

it completed. • When all the above mentioned inspection requests (checking advices) are

approved, the sub-contractor will offer the structure handling over inspection to

the contractor. • When the structure handling over inspection is approved the structure will be

handed over for roofing / cladding works.

6.1 RESOURCES 6.1 Manpower Requirements

• Foreman • Welders • Steel Painters • Erector/Helpers • Drivers • Riggers • Crane Operator

DOCUMENT TITLE:

Project No. :

CLIENT DOC. No.


STEEL WORKS DIVISION REV. 00 DATE: 17/05/12

STRUCTURAL STEEL

PAGE 11 OF 13

2 Material Requirements

• Generator • Welding Electrodes • Cutting sets with gas cylinder


P.O. Box: 112424 Tel: +971 4 2581033 Fax: +971 4 2583379


• Guy Wire • Chain Pulley Blocks • Steel pipes, angles, beams and columns • Approved paint

6.3 Equipment Requirements

• Welding Machine • Gas Cutting Set • Hand Tools • Pick up 3T • Forklift • Tire mounted mobile crane • Boom Lift • Scissor Lift • Crane • Lifeline • Dumpy Level • Auto Level • Thedolight • Total Station

7.1 HSE REQUIREMENTS • Task Risk Assessment shall be carried for all critical activities. Risk Assessment to

address all the hazards and how to mitigate it. • Prior to commence of any activities, related work permits shall be obtained from Client. • All works to comply with relevant Health Safety and Environment requirements and

project safety requirements. • Safety cones and warning tapes shall be provided as required for safety operation. • All personnel shall adhere to all relevant procedures set out in the PIL HSE plan. • All accidents will be reported immediately to the Site Engineer/site representative and

then as soon as possible to Senior Project Engineer and/or appointed Health and Safety

Officer. First aid treatment to be provided by the site’s trained First Aider. The final

accident report should be reported to Client Control room

• All site personnel will be H2S trained and HSE inducted

• Tool Box Talks will be carried out daily before start of work and shall be activity specific • Trained & certified banks men will control the equipment movement/traffic control. • All equipment shall be inspected and approved by Client. • Water shall be sprayed regularly to suppress the dust. • A small shed shall be erected and provided with cold water to protect workers from the

sun.


P.O. Box: 112424 Tel: +971 4 2581033 Fax: +971 4 2583379


DOCUMENT TITLE:

Project No. :

CLIENT DOC. No.


STEEL WORKS


STRUCTURAL STEEL

PAGE 12 OF 13

8.0 QA/QC REQUIREMENTS

• All the quality control documentation related to the steel works should be

approved before commencing the work. And as follows:

• PIL shall operate an approved Quality Management System and provide access

for Client representatives to all premises where construction/ fabrication work is

carried out.

• The following documentation describes the application of the Quality

Management System employed for the Works:

Project Quality Plan

Inspection and Test

Plan QC Procedures

• QA/QC personnel shall be appointed to monitor and control the quality of the

ongoing works as per relevant ITP.

• QA/QC personnel shall carry out all required inspection/test on equipment and

materials.


P.O. Box: 112424 Tel: +971 4 2581033 Fax: +971 4 2583379


DOCUMENT TITLE:

Project No. :

CLIENT DOC. No.


STEEL WORKS


STRUCTURAL STEEL

PAGE 13 OF 13



INSTALLATION OF ROOF PANELS, CLADDING & ACCESSORIES

1 WORK MAY PROCEED





BY: DATE

C

B

0 17.05.2012 NI.K RAA RAA Issued For Review and Approval



P.O. Box: 112424 Tel: +971 4 2581033 Fax: +971 4 2583379


THIS DOCUMENT IS INTENDED FOR USE BY ITS NOMINATED CONSULTANTS, CONTRACTORS, MANUFACTURERS AND SUPPLIERS

Subcontract No.: ITEM: INSTALLATION


Sub Contractor Doc. No. : WBS Code: 000 Contract No :

CLIENT DOC No. PROJ. No.: Page 1 of 10

Revision Description

Rev. No. Section Revision Description

0 All Issued For Review and Approval

HOLDS

No. Section HOLD Description


P.O. Box: 112424 Tel: +971 4 2581033 Fax: +971 4 2583379


DOCUMENT TITLE:

Project No. :

CLIENT DOC. No.

METHOD STATEMENT FOR INSTALLATION

REV. 00 DATE: 17/05/12

STEEL WORKS

DIVISION OF ROOF PANELS, CLADDING &

PAGE 2 OF 10

ACCESSORIES

Table of Contents

1.0 PURPOSE…………………………………………………………………………….…………….……...4

2.0 SCOPE…………………………………………………………………………………….…….….……….4

3.0 RESPONSIBILITIES………………………………….…………………….....………………….……..4

4.0 RELEVANT REFERENCES & DOCUMENTS.…………………………….…..….……………..5

5.0 SEQUENCE OF WORK..……………………………………………………..…..….……………….6

6.0 RESOURCES…………………………...……………………………………..…………………………11

7.0 HSE REQUIREMENTS………………..………….………………………..…………….…………..12

8.0 QA/QC REQUIREMENTS………….…………………….………..………………….……….……13


P.O. Box: 112424 Tel: +971 4 2581033 Fax: +971 4 2583379


DOCUMENT TITLE:

Project No. :

CLIENT DOC. No.


REV. 00 DATE: 17/05/12

STEEL WORKS


PAGE 3 OF 10

ACCESSORIES

1.0 PURPOSE

The purpose of this method statement is to define the Scope of Work and Sequence of

installation of roof panels, cladding and accessories for the Project. As well the Method

of Statement will set out the minimum HSE and Quality requirements to provide a fit

for purpose sheeting and cladding works for the Project.

2.2 SCOPE

This Method Statement will apply to the installation of Roof panels, Cladding and

Accessories installation for the project as per approved fabrication drawings and

specifications. The buildings which are going to be roofed / cladded as per this

method of statement are

3.1 RESPONSIBILITIES

Project Manager Overall responsible for all construction activities are carried out

in accordance with project quality plan and HSE plan

QA/QC Engineer/ Inspector Responsible for all quality activities at site

HSE Engineer / Officer Responsible for safety matters and safety monitoring of works

Site Engineer/ Foreman Responsible for daily construction activities


P.O. Box: 112424 Tel: +971 4 2581033 Fax: +971 4 2583379


DOCUMENT TITLE:

Project No. :

CLIENT DOC. No.


REV. 00 DATE: 17/05/12

STEEL WORKS


PAGE 4 OF 10

ACCESSORIES

4.0 RELEVANT REFERENCES & DOCUMENTS

• Contract Specifications • Contract Drawings

Sl No Drawing Number Rev Sht No Drawing Description 1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25


P.O. Box: 112424 Tel: +971 4 2581033 Fax: +971 4 2583379


DOCUMENT TITLE:

Project No. :

CLIENT DOC. No.


REV. 00 DATE: 17/05/12

STEEL WORKS


PAGE 5 OF 10

ACCESSORIES

5.0 SEQUENCE OF WORK

5.1 Work Method Procedure Construction Flow Chart, Sheeting and Cladding work

Material Handling &Delivery Sub Structure Alignment

Material Inspection

Panel Installation

Flashing Installation Touch Up Coating Final Inspection

• ITP for roofing and cladding works

• HSE Manual


P.O. Box: 112424 Tel: +971 4 2581033 Fax: +971 4 2583379


DOCUMENT TITLE:

Project No. :

CLIENT DOC. No.


REV. 00 DATE: 17/05/12

STEEL WORKS


PAGE 6 OF 10

ACCESSORIES

5.1.1 METHODOLOGY FOR SHEETING AND CLADDING

INSTALLATION

5.1.1.1 Materials Delivery & Handling

• All materials shall be verified and matched to the numbers and marking before

transporting to site location. • Any moisture must be removed from any damp or wet components. • Metal roofing and siding components must be carefully handled at all times to

prevent damage to the surfaces, edges and ends. • Exercise caution in handling bundles with forklift trucks or cranes, use nylon band

slings, minimum four (4) inches wide, in a vertical position around the entire

bundle or crate, so as to balance the load and prevent components from sliding.

• Employ the use of spreader bar to maintain a vertical position of the slings. Do not

lift bundles by the collars. Do not use cables to unload. • Always carry panels and trim on edge in a vertical position of stiffness. • Carry on edge, avoid carrying panels or trim flat. • Longer panel lights will require spreader bars to match sling points on bundles. • Keep material dry; remove any moisture from the bundles by breaking open the

bundle and allowing the individual building products to dry. • Place tarps or shrouds for good air circulation. • Keep storage of roofing and siding products to a minimum. Roofing and siding

products that are normally utilized within eight weeks form shipment can be

placed at convenient locations to minimize handling during installation, keep these

bundles no more than two (2) high, with collars in vertical alignment. • Place 2”x6” wood planking longitudinally between bundles. • Store under shelter from sun and rain, while permitting good air circulation around

and between bundles.

5.1.1.2 Substructure Alignment

• Check support frame for excessive variation from the plane of the roof or wall to

avoid undue stress on the roof or wall panels, joints and connections. • Maximum deviation of the plane of the steel substructure should not exceed ¼”


P.O. Box: 112424 Tel: +971 4 2581033 Fax: +971 4 2583379


• (6mm) in 20 ft.(6096) or 0.1% in any direction • Total maximum deviation should not exceed ½” (13mm) over the entire roof or wall. • Surface of the substructure to which panels are to be attached must be free of bolts

and rivet head, excessive welds or any other obstructions which could prevent

proper bearing. • Check all structural supports and all sag rods, diagonal bracing, and connections

shall be tightened before work proceeds.

DOCUMENT TITLE:

Project No. :

CLIENT DOC. No.


REV. 00 DATE: 17/05/12

STEEL WORKS


PAGE 7 OF 10

ACCESSORIES

5.1.1.3 Panel Installation

• All panels shall be erected left to right unless otherwise noted.

• Install roofing and siding system in accordance with the approved erection drawing

and instruction. • Do not discard drops (panel cut-offs) until all material is erected. • Side laps of exterior panels shall be laid away from prevailing winds. • Protect panels from abuse from other trades. Protect the roofing from wet cement

plaster and painting operations. • Provide walk boards in heavy traffic areas to prevent damage to the panels. • Remove all metal shavings, filings and slag after drilling and welding to prevent

staining. Shaving or filing left on the panel finish will rust and damage the panel

coating. • All cutting and notching of panels shall be done in the field. Bevels shown on

drawings shall be verified before cutting. • All penetrations such as beams, channels, etc., shall be field notched and flashed

off with flats provided. • Install scaffolding whenever required.

5.1.1.4 Flashing Installation

• Install flashing in accordance with the approved erection drawings and instructions. • Flashing to be field cut to length, notched and installed for a weather tight

condition. Each piece to have its own piece mark based on color, gauge and

material. • Flashing joints. • Lap – 4” minimum lap; butt joint- ¼” between pieces with a 6” lap strip. • Fasten as per fastening schedule and details.


P.O. Box: 112424 Tel: +971 4 2581033 Fax: +971 4 2583379


• Locate rivets on hug edge when applicable. • Locate non curing butyl sealant at all flashing laps and butt strips. • Remove all metal shavings, filings and slag after drilling and welding to prevent

staining. • Mechanically clean the coating damaged surface using hand or power tools taking

care to avoid polishing the surface. • Touch up the bare metal steel. • Install Scaffolding whenever required.

5.1.1.5 Touch-Up Coating

• Application of touch-up coating shall be carried out for all damaged paint. • Remove if any wax, oil and grease present in the surface by solvent cleaning. • Any loose or flaking coating should be taken back to a firm edge and feather the

edges. • Mechanically clean the coating damaged surface using hand or power tools taking

care to avoid polishing the surface. • Touch up the bare metal steel.

DOCUMENT TITLE:

Project No. :

CLIENT DOC. No.


REV. 00 DATE: 17/05/12

STEEL WORKS


PAGE 8 OF 10

ACCESSORIES

5.1.1.6 Final Checking

Engineer shall ensure after erection/installation of panel board and accessories are checked and

inspected as mentioned here below:

• All fastener/screws are in place and are tightened properly. • All damaged paint is touched-upped and made good. • Check that roof and gutters are clear of debris and ferrous metals. • Check all roof penetrations for weather tightness. • Engineer shall Issue Request for Inspection for each of the above activities when

completed.

6 RESOURCES

6.1 Manpower Requirements

• Foreman • Operator (crane, man lift) • Painters


P.O. Box: 112424 Tel: +971 4 2581033 Fax: +971 4 2583379


• Erector/Helpers • Drivers • Riggers • Scaffolders

6.2 Material Requirements • Wood planks • Fasteners • Sealants • Rivets • Brush • Approved Paint • Scaffolding materials

6.3 Equipment and Tools Requirement • Screw gun • Rivet gun • Nibbler • Double Cut Shear • Electric saw • Caulking guns • Tape measures • Vise grips & C Clamps • Sheet Metal Snips ( straights, lefts & rights) • Drill Bits

DOCUMENT TITLE:

Project No. :

CLIENT DOC. No.


REV. 00 DATE: 17/05/12

STEEL WORKS


PAGE 9 OF 10

ACCESSORIES

• Electrical cords & accessories • Pick up 3T • Tire mounted mobile crane • Boom Lift • Scissor Lift • Lifeline • Crane


P.O. Box: 112424 Tel: +971 4 2581033 Fax: +971 4 2583379


7.1 HSE REQUIREMENTS • Task Risk Assessment shall be carried for all critical activities. Risk Assessment to

address all the hazards and how to mitigate it. • Prior to commence of any activities, related work permits shall be obtained from ADCO. • All works to comply with relevant Health Safety and Environment requirements and

project safety requirements (ADCO manual 10). • Safety cones and warning tapes shall be provided as required for safety operation. • All personnel shall adhere to all relevant procedures set out in the PIL HSE plan. • All accidents will be reported immediately to the Site Engineer/site representative and

• then as soon as possible to Senior Project Engineer and/or appointed Health and Safety

Officer. First aid treatment to be provided by the site’s trained First Aider. The final

accident report should be reported to ADCO Control room

• Tool Box Talks will be carried out daily before start of work and shall be activity specific • Trained & certified banks men will control the equipment movement/traffic control. • All equipment shall be inspected and approved by ADCO. • Water shall be sprayed regularly to suppress the dust. • A small shed shall be erected and provided with cold water to protect workers from the

sun. • All site personnel will be H2S trained and HSE inducted

8.1 QA/QC REQUIREMENTS • All the quality control documentation related to the cladding & panel installation

works should be approved before commencing the work. And as follows:

• PIL shall operate an approved Quality Management System and provide access

for ADCO representatives to all premises where construction/ fabrication work is

carried out.

• The following documentation describes the application of the Quality

Management System employed for the Works:

Project Quality Plan

Inspection and Test

Plan

QC Procedures

• QA/QC personnel shall be appointed to monitor control the quality of the

ongoing works as per relevant ITP.

• QA/QC personnel shall carry out all required inspection/test on equipment and

materials.


P.O. Box: 112424 Tel: +971 4 2581033 Fax: +971 4 2583379


DOCUMENT TITLE:

Project No. :

CLIENT DOC. No.


REV. 00 DATE: 17/05/12

STEEL DIVISION OF ROOF PANELS, CLADDING &

PAGE 10 OF 10

ACCESSORIES

List Of Projects

Project Name Customer Name

Warehouse- Al-Qusais Zein Steel Construction Contracting LLC

Dubai Driving School-Al-Quoz Bait Al Yazi

Erection of Sandwich Panel Al-Doouri

Dubai Driving School-Al-Qusais Bait Al Yazi

Warehouse Al-Quoz Fire Protection Equipment Trading -

Dafoos

Proposed Warehouse Steel Work - Zabeel

Fabrication, Supply & Erection of

Steel Bait Al Yazi

Proposed Warehouse Al Taamir General Construction

Warehouse Extension for Real

Emirates DIP Al-Samam Steel Structural LLC

Platform for Swimming Pool Bait Al Yazi

Mai Dubai Warehouse Al-Raymi Contracting

Warehouse in Al-Khawaneej Capital Contracting

Storage Warehouse Smart Technology Contracting

Proposed Warehouse Extreme Line Contracting

Warehouse for Storage Al-Qusais Rich line Décor

Proposed Office Building Saeed Al Ayli

Proposed Warehouse Sigma

Modification - Al-Qusais Dubai Fisherman Cooperative society

Proposed Warehouse MS North Sea Bolts

Proposed Shops Al-Samam

Proposed Cooling Room Dubai Mall Fajar Al Madain

Erection of Steel for Ice Factory Dubai Fisherman Cooperative society


P.O. Box: 112424 Tel: +971 4 2581033 Fax: +971 4 2583379


Proposed Extension for Office

Block + Private Musallah Al-Quoz Bait Al Yazi Contracting LLC

Proposed Warehouse United Metal

Proposed Storage Warehouse Steel Craft

Proposed B+G+M Shed Yas Contracting & Maintenance LLC

Proposed Workshop Habtoor Leighton LLC

Proposed Warehouse Zein Steel Construction Contracting LLC

Proposed Lobster Cages Haejoo Group

List of Projects

Sr.No

Project

Number Particulars

1 101 Jandar Combined Cycle Power Plant - Syria

2 102 Al-Khariat Factory for JR-Pipes – Homs Syria

3 103 Al-Joud Co – Latakia Syria

4 104 Al-Alamia for Health Products Co – Homs Syria

5 105 KhaledNajem Car Show Room – Homs Syria

6 106 Al-Baroudi& Al Wakel Factory – Hama Syria

7 107 Al Kawageh Co – Syria

8 108 Al-Kateeb Co – Hama Syria

9 109 Hyundai Car Service Center – Tartous Syria

10 110 Alic Co – Hama Syria

11 111 Al-Mas Restaurant – Tartous Syria

12 112 One Stop Shop – Hesia Syria

13 113 Rastan Bridge – Hama Syria

14 114 Garrog Marble Co – Hesia Syria

15 115 Kia Show Room – Homs Syria

16 116 Druobi Co Plastic Accessories – Homs Syria

17 117 Toobia Co – Hesia Syria

18 118 Mhraan Co for Insulation Aleppo - Syria

19 119 Trkawy Co – Homs Syria

20 120 Expansion for Teshreen Combined Cycle Power Plant - Syria

21 121 Overhead Gallery New Cement Plant - Syria

22 122 Raw Material Transport Gallery New Cement Plant - Syria

23 123 Al-Habbal Co – Homs Syria

24 124 Al-Watania for Plastic Production – Homs Syria

25 125 Corrective Additives Storage and Reclaim Cement Factory


P.O. Box: 112424 Tel: +971 4 2581033 Fax: +971 4 2583379


List of Machinery& Equipment

Sr. Particulars QTY

1 Hydraulic Ironworker (Punching Machine) Q35Y-30 2

2 Hydraulic Shearing Machine QC12Y-12x4000 2

3 Mechanical Shearing Machine Small Q11-3x1500 2

4 Hydraulic Press Brake (Bending Machine) WC67Y-250T/4000 2

5 CNC Flame Cutting Machine Plasma 1

6 H Beam Built up & Welding Machine 2

7 H Beam Straighten Machine 2

8 Band saw Cutting Machine 2

9 Stud Welder 2

10 Lathe Machine 2

11 Gate Steel Bar Bender GW 40A 2

12 Over Head Crane 2

13 Airless spray Machine for painting 1

14 Welding Machine (ARC & CO2) 12

15 Exhaust Fan Big for Painting 4

16 Air Compressor 2

17 Saw Cutting Machine Small 2

18 Pipe Profiling Machine 2

19 Welding Plant 2

20 Crane 2

21 Forklifts 2


P.O. Box: 112424 Tel: +971 4 2581033 Fax: +971 4 2583379


FINANCIAL DETAIL WILL

BE PROVIDED UPON

REQUEST


P.O. Box: 112424 Tel: +971 4 2581033 Fax: +971 4 2583379


Key-Personal Contact Details:

1. General Manager:

Mr.Nedal Sheikh Zein 04-2581033 [email protected] www.zeinsteel.com

2. Business Development Manager:

Mr. Raafat Youssef 050-2200978/056-6676096 [email protected] www.zeinsteel.com


P.O. Box: 112424 Tel: +971 4 2581033 Fax: +971 4 2583379



P.O. Box: 112424 Tel: +971 4 2581033 Fax: +971 4 2583379



P.O. Box: 112424 Tel: +971 4 2581033 Fax: +971 4 2583379



P.O. Box: 112424 Tel: +971 4 2581033 Fax: +971 4 2583379



P.O. Box: 112424 Tel: +971 4 2581033 Fax: +971 4 2583379



P.O. Box: 112424 Tel: +971 4 2581033 Fax: +971 4 2583379



P.O. Box: 112424 Tel: +971 4 2581033 Fax: +971 4 2583379



P.O. Box: 112424 Tel: +971 4 2581033 Fax: +971 4 2583379


Documents

Zein Steel Construction Contracting L.L.C