od-sbg j[}. l ~eceived · 2016-03-11 · 4. storing of re-bars on site shall be as specified in the...

Client :

aJr,;;~i

I5=HiiHIII

Programme Management

Consultant: Supervising Consultant:

KBR PARSONS

MATERIAL SUBMITTAL

QD-SBG QPR-DUKHAN ROAD (EAST CONTRACT)

PROJECT CODE : IA/09-10-COSO/G

Main Contractor:

QQ-SBG

Steel Reinforcement, Deformed High Yield Bars (8mm to 32mm dia) Type 2, Grade 5008 to BS 4449:2005

(For Project and Micro Tunneling Works)

CONTRACTOR'S ENGINEERING MANAGER

Mohammad Kalthoum

NAME

DOCUMENTS STATUS STAMP

CJ A - Approved

c::g-- B -Accepted with Comments

CJ W- Revise & Re-submit

CJ 1- Acknowlege Information

SUPERVISING CONSULTANT :

(2/ Pablo Zanon

I NAME

I SIGNATURE

SIGNATURE

DOCUMENT NO. : EXW-POOS-0000-CE-BLD-MS-00411

REV. NO. DATE DESCRIPTION PREPARED BY

0 3-0ct-15 Issued for Review & Approval c# .. /. y I

I

03-0ctober-15

DATE

OD-SBG Document Control Department

J[}. 3 0 DEC 2015 ~:4» L ~ECEIVED

P1Jflr~ DATE

CHECKED I APPROVED

/\ MK

/~ I

I

QPR - Dukhan Road (East Contract) Document Ref. No.: VY\ <)- 0041\ I Type.: ~OvkMttl ~blfii·U-aJ

Sl. No Title Name Info Action Date

Signature Received

1 Asst. Project Director Saad Bashqa

2 Design Manager Mujahid Soliman I

3 Engineering Manager M. Kalthoum ,.J 4 Commercial Manager David Bowers

5 Micro tunneling Project Manager Sayed Mostafa v 6 Infrastructure Project Manager Adil Abouassi

7 Road & Struct. Project Manager Adeeb Bayyari

8 Landscaping Project Manager Mahamoud Galal

9 Admin Manager Khider Magashi

10 Procurement Manager Khalid Saifullah I 11 HSES Manager Jinoy Mathew

12 QA Manager T. Kumaran

13 Tech. Manager Structural Malik Mendoza

14 Tech. Manager Highway Mohammed Seif

15 Tech. Manager Wet Utilities Ahmed Teaama

16 Tech. Manager Dry Utilities Omar Assaf

17 Planning Manager Medhat Hassanein

18 Concrete & Structural Manager Pangalian Cana

19 Section Manager (Sec-t)

20 Section Manager (Sec-2) Adel Bayyoumi

21 Section Manager (Sec-3,8) Husam Huzayen

22 Section Manager (Sec-4) Fadi Abou Zeinab

23 Section Manager (Sec-5,9) Licenio Gurango

24 Section Manager (Sec-6) M. Mansour

25 Risk and Handing Over Hisham Bou Zeid

26 · Survey Manager Morsi Elsayed

27 PMVManager Asharaf Ata

28 PRO Department Islam Elbermawi

29 Accounts Ehab Hassanin

30 Head of Traffic Management -

31 IT Department Mohammed Omar

32 Senior Material Engineer Vinod Prabhu I 33 Dewatering & Hoarding & Misc. Jihad Faddoul

34 DC Department M. Kabeer

Authorized By: Signature: ~ ~y Date: 30 I 1 L I L _\ QD-SBG/DR(EC)/DDF/QC/Rev.3/Dec. 2015 t

----' ;:65) --~.~~5 'vi.~~ .. >;7- :------~~c9 Client: dr.:: i Programme Managen'lent Supervising Consultant:&! M_ajf qJ,CJlltJacf~

N H HDHHII Consultant: KBR PARS~m~ c ~ ocT ffi~ BG ...J.-.-.!::....lll~~ Qat a r D ese rves Th e B est

QPR- Dukban Road (East Contrac~rsons~ PROJECT CODE: IA/09-1 0/COBO/G ~ ~~\S"'

MATERIAL SUBMITTAL~~mW Date of Submission: 03-0ctober-2015 I Transmittal No.: EXW-P005-0000-CE-BLD-TN-09054

• New Submittal D Re-Submittal

Material Description: Steel Reinforcement, Deformed High Yield Bars

(8mm to 32mm dia) Type 2, Grade 5008 to BS 4449:2005

(For Project and Micro Tunneling Works)

Location of use: Micro Tunneling Works

Spec. Ref. : QCS 2010 BOQ Item Ref.: MT Item Sub-Discipline Ref.: Section 5 Part 11 No. 1 & 2

Drawing Reference: EXW-P005-0007 -CD-BLD-DG-411 00 REV. 02, EXW-P005-0007 -CD-BLD-DG-411 01 REV. 00,

Manufacturer's Name & Address: Qatar Steel Company, Qatar

Local Supplier's Name & Address: Teyseer Bldg. Materials & Transport Co. W.L.L., Doha, Qatar

ENCLOSURES

~ BOQ Pages ~ Previous Approvals

- ~ Specification Pages ~ Catalogue

~Ql)·SBU ~ Drawings ~ Technical Submittal

&V1!WED & APPROVE!_ ~ Trade/Com. License ~ Job References

~ ~

I;& Specification Comparison Table Relevant Standard

~ Test Certificates/Reports ~ Samples

Warranty

~ ~arne: Mohammad Kalthoum Signature: .. .... ... (.~ .... .. .._____....

CONSULTANT'S COMI\(ENTS

~ &,~ ~ ' Senior Material Engineer/ SEE: k ~e_ t<V1 t-1..-

r----- -- --

~ Covvw..e___~ ~J~r A__, ~ch/r'rl-'f-doc~JI ~0 ~

--

-Sig~;ture & Date: fo?J~2g-Jt-2/rr-- -------- ---- ~ CMJL lh 6o. ~ .r;,.L:;..x- d. 'P/ }

Senior Resident EVngin~er: 1/ I

.. ... . ... ... .... .... . ... ... ..... .... ... ... .... .. ... ...... ..... ... .. .. ... ... .... .. ... ... .... ... .. ... .... ..... ... .... ....... . .. ...

... .. . . . . ... ... ... ... . .. . .. . . . ... ... . .. ... ... ... ... ... . . . . .. ... . . . ... .. . ... ... ... ... . . . ... . .. .. . .. . ... ... . .. .. . ... ... ... ... ... ..

D A - Approved

t W3--B - ~ccepted with Comments

D W - Revise & Re-submit

D I - Acknowledge Information

,~ ~9~~~~ ;:at~:~~w~- -~--rrl-J~

QD-SBG/DR(EC)/MS/QC/Rev.08/NOV 2014

Client:

..J.._...D..... .UI~~ Q n t • • D•~•rve• Th• B•,. t

DATE: 03-0ctober-2015

Programme Management Consultant : Supervising Consultant:

KBR PARSONS

QPR- DUKHAN ROAD (East Contract)

PROJECT CODE: IA/09-10/COSO/G

Main Contractor:

QQ-SBG

COMMENT SHEET FOR MATERIAL SUBMITTAL

DOCUMENT NO. : EXW-P005-0000-CE-BLD-MS-00411 REV. NO. 0

DOCUMENT DESCRIPTION: Steel Reinforcement, Deformed High Yield Bars (Smm to 32mm dia) Type 2, Grade 5008 to BS

4449:2005 (For Project and Micro Tunneling Works)

Quantity Surveyor

Material Engineer

( E I ectri ca 1/M ech an ica 1/ Civi 1/

Structural)

Senior Material Engineer

Assistant Resident Engineer

Resident Engineer

Senior Resident Engineer

Name & Signature

Name & Signature

Name & Signature

I Document Reference

INTERNATIONAL LIMITED

QPR- Dukhan Road ( East Contract ) P005 MATERIAL REVIEW REPORT

APPENDIX A

EXW-P005-0000-CE-BLD-MS-00411 Rev. 0

Date : 261h Dec. 2015

I Description of Material

l Steel Reinforcement, Deformed High Yield Bars (8 mm to 32 mm dia)

I Manufacturer Name I Supplier's Name

Comments-

Type 2, Grade 500B to BS 4~49:2005 (for Project & Micro Tunneling works) M/s Qatar Steel Company Qatar. M/s Teyseer Bldg. Materials & Transport Co. W.L.L., Doha, Qatar.

(It appears like the document preparation is for Prequalification approval but submitted in Material Submittal approval.)

Following are observed-

1. Entries on new Material Submittal Cover page format are incomplete.

2. Product detail pages from Manufacturer M/s Qatar Steel are not attached.

3. ITL test reports of Rebar of all sizes are not attached. Only Mill certificates are attached.

4. Specification compliance statement is not attached .

5. ITP for QC of supply lots is not attached/referred.

6. Samples of all sizes are not provided.

7. Copy of Tag is not provided.

8. Recent approval copy of EXW project is not attached . However, KBR Approved Vendor list is showing approval on P-021 project.

9. No information/details etc. for Mechanical Splices (Couplers) are provided.

10. Factory visit & inspection is yet not been arranged.

Since M/s Qatar Steel is already approved on this project for reinforcement steel bars of all proposed sizes and the proposed Cut & Bend fabricator M/s Teyseer is also approved on EXW project & is in KBR's Approved Material & Vendor list, therefore, no objection for approval of M/s Teyseer for Cut & Bend steel fabricator presently for Micro tunneling Subcontracting works only subject to satisfactory compliance & updating of all above comments as well as the following conditions -

1. Site deliveries of steel reinforcement shall comply with project specification requirements as well as BS 4449 : 2005 and to be tested as per the accepted ITP. Heat numbers shall be provided on all tags.

2. Steel rebars required for the immediate requirement only shall be delivered to site and shall be stored in the order that they are required for the works.

3. All steel bundles delivered to site shall be properly tagged by the steel supplier I fabricator and cross referenced with the details provided in the mill certificate and bar bending schedule.

4. Storing of re-bars on site shall be as specified in the QCS 2010 & Project Specification requirements and shall satisfy with the following

Supported on suitable structures, 450mm above the ground surface. Bars shall be fully covered with tarpaulin sheets to protect them against high humidity and other deleterious material.

(However, for Project's general Cut & Bend rebar fabricator & supplier status, proposal shall only be considered after satisfactory compliance of all above comments particularly satisfactory Factory inspection & Mechanical coupler's Material & fabrication facility.)

~ lr'\. A.'L2

.... .. ."?:!-: .. ~ ... .... . Se or Material Engineer

PARSONS

Client : Programme Management Consultant : Supervising Consultant : Main Contractor :

drill!= i n HliiiHb KEIR PARSONS OQ-SBG ....J-..,....A..lJI~.-...b-A

Qat o r Dese'"e s Th e B tts t.

QPR - Dukhan Road ( East Contract ) IA/09-1 0/COBO/G

APPENDIX- 8 Date: 03-10-2015

REVIEW OF MATERIAL SUBMITTALS CHECKLIST

Document Reference : EXW-P005-0000-CE-BLD-MS-00411

: Steel Reinforcement, Deformed High Yield Bars (8mm to 32mm dia) Description of Material

Type 2, Grade 500B to BS 4449:2005 (For Project and Micro Tunneling Works)

Manufacturer I Source : Qatar Steel Company, Qatar

Local Supplier : Teyseer Bldg . Materials & Transport Co. W.L.L., Doha, Qatar

(A) DETAILS TO BE PROVIDED ON THE FRONT COVER PAGE OF THE SUBMITTAL Yes No. Details I Remarks

1 Description of the proposed material type, size, etc. G [] ,. N~ l--l.n-~ ~ ~c

prvo"' (as per BOQ/DRWG/SPEC) and for which work discipline.

~ ,~ ~trtJ ~ 0 [} 2 BOQ item references.

3 Specification clause references. ~ o~ 4 Drawing references. ~ Dv/ 5 Manufacturer's details (address & contact numbers) . 0 GJ n ·~ ~ ~-NK (}lVI lft""- I 6 Local supplier's details (address & contact numbers).· 0 [J ~ 7

Contractor's review and approval stamp as specified 0 D VI in QCS.

8 List on the enclosures. D D l // v_;

BJ DOCUMENTS TO BE ATTACHED/PROVIDED TO THE SUBMITTAL

1 List of items with complete description & expected 0 0 1 )() ? quantity, etc.

2 Relevant BOQ pages. Relevant BOQ items to be 0 Dr VI "2 highlighted. .

3 Relevant specification (QCS 2010, Project Specs. 0 ~-~ ~ovtj~HJ~ 4 ' ...... and Utility Agency Spec.) pages. Relevant clauses to u (} (J be highlighted. v

4 Relevant copies of ContracUShop drawings. Relevant~ ~-- No ~4/'WAui~,~ material and details to be highlighted. v rr r 5 Relevant pages of any particular standard applicable G D ~- ~c.A- .l ,}\ ~-""""-lA.

to the submittal. f ' I ·r .... I -~ [g/

-~ .. ~ 6 Quality certificates of the manufacturer (ISO 9001 or r '5 equivalent and any other certificates)

7 If the manufacturer does not have ISO 9001, a G []-- J.I.IJ-. Quality Manual shall be provided. •

8 Specification Comparison Table (to be G [}o f'.}p,f ~~. signed/stamped by the manufacturer or his representative and contractor).

Page 1 of2 QO-SBG/DR(EC)RMSC/Rev.02/AUGUST 201 3

Client : Programme Management Consultant : Supervising Consultant : Main Contractor :

11£1115!! i n HDHHII KBR PARSONS OQ-SBG ~.lJ·~~ Qilllillr O as1111rves T he B e sL

QPR - Dukhan Road ( East Contract ) IA/09-1 O/C080/G

APPENDIX- B Date : 03-10-2015

REVIEW OF MATERIAL SUBMITTALS CHECKLIST

Document Reference : EXW-P005-0000-CE-BLD-MS-00411

: Steel Reinforcement, Deformed High Yield Bars (8mm to 32mm dia) Description of Material

Type 2, Grade 5008 to BS 4449:2005 (For Project and Micro Tunneling Works)

Manufacturer I Source : Qatar Steel Company, Qatar

Local Supplier : Teyseer Bldg. Materials & Transport Co. W .L.L. , Doha, Qatar

Yes No. Details I Remarks

9 Manufacturer's data sheet showing/highlighting the 0 Dr ~ ~· proposed product properties.

10 Manufacturer's catalogue/technical literature showing 0 D)" \.\..k A~1.. 1 . the full range of products (proposed product to be v

highlighted).

11 Material safety data sheet (whenever required D @- fi·/J manufacturers test report) .

12 Manufacturers method statement (wherever 0 D/ applicable)

13 Recent independent test report and manufacturer's test reports. ~ lj Ylil-1 :::1 ('~ ;N

~ ~ tn"" he l TL-- .,...J~-Q, ~ .JI

14 Inspection and test plan for material (signed) . D 0 r' t...l. L ,.:_,_J!LL.D J.J f l !r I I -, - r

15 Previous & recent project approval letters (approvals

lvl [} /) /LIJ. ... .d -/.,

from PWA/concerned Utility Agency and other major "t.u...HVJ "'r ,_ .... .,., Clients) . Previous approvals in similar projects are rvva.:r ~ required for major materials.

16 ProjecVJob references table (indicating the year and fl [Y name of the project, names of client, consultant and contractor, quantity, etc.)

17 Trade I commercial licenses of the local suppler lvl ~ n 18 Properly labeled samples (2 samples when Utility 0 cr N~ ~·~·

Agency approval is required) .

19 Guarantee I warrantee statements. D 0-- 1\).1} ,

/ Prepared by: d J Appr~ed by: ) L QAIQY.,AP-.P.(OVal :

Name&SL

_.....

Na~ \~ ~~mh si~~ Date: l " Date\ y Date:

Page 2 of2

11

p-f? QD-SBG/DR(EC)RMSC/Rev.02/AUGUST 2013

·~pyr.J ,

From

To

Purpose

General

SUBMITTAL FOR APPROVAL OF MATERIALS QD-SBG Construction

Parsons

Steel Reinforcement, Deformed High Yield Bars

(Bmm to 32mm dia) Type 2, Grade 500B to BS 4449:2005

Date: 03/ October I 2015

STATE OF QATAR P ublic W orks A uthority

P WA

Project Title : QPR-DUKHAN ROAD EAST CONTRACT POOS Submittal No.: EXW-POOS-0000-CE-BLD-MS-00411 Contract No. : C2011/19 Title : Steel Reinforcement, Deformed High Yield Bars Company : QD-SBG Construction Rev. No. :00 PWA Project Manager : Bilal Jayyousi Date : October 03, 2015 Supervision Consultant : Parsons No of Copies : 3 Contractor : QD-SBG Construction

TO : SUPERVISION Consultant We request the Engineer's approval on the following Materials

7 1- MATERIAL DESCRIPTION~tric Service Cabinet for Traffic Sign~ • Type of Material :

Aco• of AppU"U"" o M;om T""""""Y wm"' · -~. No ' ) 0 Drawing Ref. : '7 Standards : •

Specification : 7 ' Document No : 1 · Enclosures "\ ·. . Attach all relevant technical literature marked to identify relevant description, current test certificates, samples as appropriate.

2- MANUFACTURER/SUPPLIER

Company Name : Qatar Steel Company, Qatar

Address : Doha, Qatar

Local Agent : Teyseer Bldg . Materials & Transport Co.

Doha, Qatar 3- DELIVERY

Country of Origin : Doha, Qatar Availability :Both

? Delivery Program ( Ex-works/ Total Duration Date Material Required on Site • Estimated Date of Arrival on Site Latest Date for Order : Immediate after approval

We certify that the above submitted items have been reviewed in detail and are correct and in strict conformity with the contract drawings and specifications except as otherwise stated; and also that the material sources indicated above have been reviewed in detail and that we will supply the submitted items in full conformity with schedule delivery.

FOR: Contractor

~ 3/fo/t( Name: Signature Date Mohammad Kalthoum

SUPERVISION CONSULTANT'S COMMENTS: I

ACTION CODE

A Approved As Submitted 0 8 Approved - Except as Noted 0 c Revise - Resubmit 0 D Disapproved - Resubmit 0 E Receipt Acknowledged 0

FOR: Supervision Consultant

Name Signature Date

TO : THE CONTRACTOR

Approval by the Supervision Consultant shall not relieve the Contractor of its obligations and liabilities under the Contract or constitute

authorization of any change to Contract Documents, and therefore, shall not imply any recognition whatsoever of additional time or cost to

the contract.

FOR: SUPERVISION CONSULTANT

Name Signature Date:

PWA-PR-F-109/FOI Issue No.: (I) Exp Fonn No.: f_s b_OO_material_submittal_c Issue Date : 16/12/2007

QCS 2010 Section 5 Part 11 Reinforcement Page 2

11. REINFORCEMENT

11.1 GENERAL

11.1.1 Scope

This Part includes tension, compression, and temperature reinforcing steel, including welded wire fabric, and epoxy coated reinforcing. The work includes furnishing, fabrication, and placement of reinforcement for cast-in-place concrete, including bars, welded wire fabric, ties, and supports.

2 Related Sections and Parts are as follows :

This Section Part 16, Miscellaneous Part 17, Structural Precast Concrete

11.1.2 References

11.1.3

1

2

3

11.1.4

1

ASTM A706, .......... .. .... . Specification for Low-allow Steel Deformed Bars for Concrete Reinforcement

BS 4449 : 2005 .. .. .. .. .. .. . Specification for Carbon steel bars for the reinforcement of concrete BS 8666, ....................... Specification for scheduling, dimensioning, bending and cutting of

steel reinforcement for concrete BS 4482: 2005, ............. Specification for Cold reduced steel wire for the

reinforcement of concrete BS 4483: 2005 .. .. .. ...... .. Steel fabric for the reinforcement of concrete

EN 1011, ...................... Welding. Recommendation for welding of metallic materials

EN 1992-1-1 Eurocode 2: Design of concrete structures. General rules and rules for buildings

ISO 3766 .......... .. ......... Construction drawings -- Simplified representation of concrete reinforcement

ISO 9000, .......... .......... Quality management systems. Fundamentals and vocabulary ISO 14654, ................... Epoxy- coated steel for the reinforcement of concrete ISO 14656, ................... Epoxy powder and sealing material for the coating of steel for the

reinforcement of concrete

QS ISO 6935-1:2007, .. . Steel for the reinforcement of concrete -Part 1: Plain bars QS ISO 6935-2:2007 .... Steel for the reinforcement of concrete Part 2: Ribbed bars QS ISO 6935-3:2007 .... Steel for the reinforcement of concrete Part 3: Welded fabric

Submittals

Product data including the manufacturer's specification and installation instructions for proprietary materials and reinforcement accessories shall be provided.

The Contractor shall submit, the manufacturer's records of chemical and physical properties of each batch of billet steel bars and a certificate that the respective material furnished meets the requirements for the steel reinforcement specified. The manufacturer's records shall include certificates of mill as well as analysis, tensile and bend tests of the reinforcement.

Three copies of the steel test report shall be furnished with each consignment of steel reinforcement. The steel shall be tagged and cross-referenced with mill certificates.

Quality Assurance

The Contractor shall submit to the Engineer for source approval details of the proposed source of supply of the reinforcement. Details shall include chemical and physical tests for

0 0 "U )> :::0 (/)

0 z (/)

QCS 2010 Section 5 Part 11 Reinforcement Page 3

the past six months production and any independent test results for this period. Details of quality assurance procedures, including ISO 9000 certificate if held, shall also be given.

2 The Contractor shall furnish the Engineer with a certificate of compliance for each shipment of epoxy coated bars. The certificate of compliance shall state that representative samples of the epoxy coated bars have been tested and that the test results comply with the requirements herein specified. Test results shall be retained by the Contractor for seven years. A complete set of test results shall also be handed to the client at the completion of reinforcement works, and shall be made available to the Engineer upon request.

11.1.5 Delivery Storage and Handling

2

3

On delivery, bars in each lot shall be legibly tagged by the manufacturer. The tag shall show the manufacturer's test number and lot number and other applicable data that will identify the material with the certificate issued for that lot of steel. The fabricator shall furnish three copies of a certification which shows the batch number or numbers from which each size of bar in the shipment was fabricated.

Storage of reinforcement shall be on suitable structures a minimum of 450 mm above the ground surface to prevent damage and accumulation of dirt, rust and other deleterious matter. Storage facilities shall be such as to permit easy access for inspection and identification . Reinforcement bundles shall be clearly tagged with bar schedule and bar mark reference.

The reinforcement shall not be roughly handled, dropped from a height, or subjected to shock loading or mechanical damage. Steel reinforcing bars shall be kept clean and shall be free from pitting, loose rust, mill scale, oil, grease, earth, paint, or any other material which may impair the bond between the concrete and the reinforcement. The reinforcement shall be covered to ensure protection from wind blown dust, condensation and other deleterious materials.

11.2 REINFORCING MATERIALS

11.2.1 Reinforcing Bars

2

3

11.2.2

1

2

Reinforcement shall be from an acceptable source. All main steel reinforcement bars shall comply with the requirements of QS ISO 6935 or 8S 4449 with minimum grades of 8500 MPa . Plain reinforcement bars shall comply with the requirements of QS ISO 6935-1 with minimum grades of 8300 MPa.

If in the opinion of the Engineer the steel has excessive surface rust, dust or other deleterious material then the steel shall be sand blasted. Sand for blasting shall not contain materials deleterious to the durability of the reinforcement or concrete. Dune sand shall not be used for the sandblasting of reinforcement.

All reinforcement shall be pressure washed with fresh water after erection and immediately before placing concrete.

Welded Steel Wire Fabric

Steel fabric reinforcement shall comply with the requirements of QS ISO 6935-3 or 8S 4483 and shall be delivered to Site in flat mats.

Welded intersections shall not be spaced more than :

(a) 300 mm for plain round bars

(b) 400 mm apart for deformed high yield bars in direction of calculated stress except when used as stirrups.

11.2.3 Tie Wire

1 Tie wire shall conform to the requirements of 8S 4482.

2 1.6 mm. black annealed mild steel shall be used for tie wire.

3 No wires smaller than size D-4 shall be used.

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LEGENDS AND ABBREVIATIONS:

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, PROJECT CODE

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Qatar Office: P.O. Box 4333, Doha-Qatar Tel: 44601583- 85, Fax# +974 44601456 E-mail: [email protected] & [email protected]

Rebar Factory: Street No. 47, Industrial Area, Salwa Road, Doha-Qatar, Tel: 44600299, 44602952 & 70706100

Profile 2015 - 2016

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INDEX

SECTION 1 OUR VISION, MISSION AND VALUE STATEMENTS AND INTRODUCTION

SECTION2 SPECIFICATIONS

SECTION 3 METHOD STATEMENTS

SECTION 4 LIST OF EMPLOYEES & EQUIPMENT

SECTION 5 LISTS OF PROJECTS

SECTION 6 COPIES OF ISO CERTIFICATES

SECTION7 C.R. COPY, TAX CARD & QATAR STEEL CERTIFICATES

SECTION 8 APPROVALS

SECTION 9 RESUMES

SECTION 10 ORGANIZATION CHART

SECTION 11 TEST CERTIFICATES

SECTION 12 E. H. & S. DOCUMENTS

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TEYSEER @ .Jl--!IJ-.....+W~~~~'' ~;-...w1l\

SECTION -1

VISION, MISSION & VALUE STATEMENTS

AND

INTRODUCTION

TEYSEER A ·~ ~>--~~a-. .. ·~·6' ....... ~~'~ ........ ~.,~1~

STATEMENT ON QUALITY POLICY

VISION:

To be recognized and respected as one of the premier companies of this region by providing innovative, durable, safe and reliable Quality Services for Construction and Transport sectors with special emphasize toward the development of State of Qatar.

MISSION:

•!• Teyseer Building materials and Transport Company, engaged in providing basic Building Materials for construction activities and in Transport Services, is committed to:

•!• Achieve customer satisfaction by carrying out project activities and providing quality products with Quality services that meet the requirements of the customers

•!• To become a customer driven company that strives to be a partner and extension of our clients' business, together with our clients.

•!• Optimize all our resources to achieve continual improvement by establishing quality objectives and implementing it from order receiving to delivering them effectively.

•!• Leverage all efforts in focusing our activities to offer our services on time with competitive cost

•!• Abide by the statutory and regulatory requirements including safety which is applicable to our type of services.

•!• Technologically upgrade ourselves in all possible means as a part of continual improvement.

•!• Involve the employees at all levels to work as a team to derive the benefit of synergy.

•!• Build closer customer communication with all our clients to understand their expectations.

•!• Always strive to maintain our consistent performance thereby achieving goodwill of the customers.

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Values

Our Values reflect RESPECT

• R eliable Service Delivery

• E xcellence is our standard

• S afe and clean environment

• P artner and extension of our clients' business

• E mpowerment, enabling each to be his best

• C oncerned with Customer's well being

• T eamwork, which is interdisciplinary and collaborative

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INTRODUCTION 1.1 Locations

Main Office & Stores, Street# 43, Industrial Area, Salwa Road, Doha, Qatar.

I ..

Rebar Fabrication Division, & Fabrication factory, Street# 47, Industri al Area, Salwa Road, Doha, Qatar.

1.2 Production & Services

Teyseer Building Materials & Transport Co. is Qatar's premier supplier of cement, reinforcements and other basic building materials since 1975 and First Company dealing with Building Materials to achieve ISO Certification for all his four divisions, and Range of Services covers:

» Cement, OPC, SRC, Type II and white cement » High Tensile Deformed Steel Bars Confirming to ASTM and BS Standards

(Standard and Epoxy Coated) )> Plain Mild Steel Bars Conforming ASTM and BS Standards > Cut, bent as per BS 8666 or as per ACI 318 - 2002 Standard and fixing at

sites Services > Provide and Install Mechanical Splicing Couplers - LENTON Brand

(Taper Threading) of America and- JOINTECK (Parallel Threading) from HALFEN MOMENT SDN. BHD of Malaysia

)> Supply all type of Bolts & Nuts of any specifications » Undertake of Post Tensioning Job, complete in all respect in collaboration

with BBV System which has been already approved by Ashghal in Qatar. » Welded Fabric Mesh to BS 4483 Standard > Soft white wood and Plywood of all types » Paint- all types, including supply and apply at sites > A large fleet of trailers available for moving cargo throughout Gulf and

Middle East

We keep substantial stock of above materials and we have well trained staff in our warehouse and factory to handle these materials and ensure prompt services to our valued clients.

Please note that we have already completed many prestigious projects on time under supervision of reputed consultants and the contractors throughout the State of Qatar.

Timely deliveries to the site as per the work programme schedule are our main objective.

The company's business has been built solely on the quality and reliability of its products, a consistent competitive pricing policy and high standard of individual serv1ce.

The transportation division has a large fleet to deliver building materials from stock to the site but is also used extensively by other companies to carry diverse range of goods both locally and throughout the Gulf and Middle East Regions.

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TEYSEER

1.3 Teyseer Rebar Contractors

J J 1f1 ' ..

Teyseer has a proud heritage of value and service since last 31 years. We have established our ultra-modern fully computerized Fabrication Factory since 1995 and first one to achieve ISO Certification in Cut, Bend and Fixing at site. We have supplied Fabricated Reinforcing Steel and fixed at sites for our customers throughout the State of Qatar. Our fabricating facilities pool their sales, estimating, CAD detailing capabilities, fabricating and delivery resources to tackle the most demanding projects, while maintaining personalized coverage in every local market. It's this flexibility that enhances our ability to adapt to fast paced changes in our industry and on your jobsite.

Teyseer employee team and its financial strength are at your service, no matter how big or how small your jobs.

Teyseer also has its own ultra-modern steel storage facilities. Bulk quantities of the steel we fabricate, enables us to maintain extremely high levels of demand, from our warehouse, to the fabricating plant, to the jobsite. This start-to-finish accent on quality is your assurance of the best-fabricated steel products available. Teyseer also delivers Qatar Steel Company's fusion bonded epoxy coated reinforcing steel. Epoxy coated reinforcing steel is used frequently to protect structures that are subject to deterioration caused by salt-induced corrosion. The bars are coated and fabricated in compliance with exacting specifications of all Standard Codes and all other regulatory bodies.

At Teyseer, the foundation of our business philosophy is to build long-term relationships with our customers, suppliers, and others with whom we do business. We realize that by so doing, we are working towards mutual prosperity. All our services and abilities are dedicated to this proposition.

Our objective is to create an atmosphere where our employees apply their skills and energies to achieve prosperity for our customers. We believe that by doing this, we protect our own future and oppo11unities for continued growth.

When you're planning a construction project, whether you're an Owner, Developer, Architect, Engineer, or Contractor, we'd I ike the opportunity to show you the many ad vantages ofF abricated Reinforcement in reinforced concrete construction.

Let us explain how Fabricated Reinforcement is more economical and faster than competing Practices. We use integrated computerized estimating, shop drawings, and production control. This means our bids are accurate and consistent, our shop drawings are also as we do most of our detailing in-house, and at any given time, and you can call up and know the status of any ship mark item. Software used i'l'ARMAOR. Cut and bent according to BS BS 8666 or as per ACI 318- 2002 Code. \./

For the General Contractor, it is sure nice to have one source for fabricated rebar, mesh, and other basic building Materials . This "one stop source" ensures coordination between these items for deliveries, quality, and accuracy to make a project go smoothly. The

TEYSEER J J J If I ..

internal paperwork and number of contacts is reduced, thus making the jobs of the Project Superintendent and Project Manager easier.

Our employees completely understand the responsibilities of being the rebar and steel fabricator. We must not be late on deliveries because that will make the project and other subs late. Our steel must be accurate and must fit, so as to also not delay the project. Our Bar Bending Schedule, steel shop and placement drawings must be submitted on time, be accurate, and be easily understood by the erector. We have learned that we must not compromise cost for quality. We use the best detailers possible, if contracted out, and we use the best materials and fabrication equipment possible, which is costly to us, but is worth it to you.

So many times, we have been awarded projects even though we were not the lowest bidder by General Contractors who know that our bids are complete, and they can count on our quality and on-time deliveries- which saves them money.

Having a diversified fabricator in Doha, able to serve the entire State of Qatar is a real benefit. Our machine shop is an example of our diversity and you know what a benefit that is to a steel fabricator.

If it has to do with Steel Bars, we can do it. That's a motto we want to impress upon you.

• From a simple structure to commercial or industrial structural projects over a thousand tons .

• From a convenience store to a multi-story office.

• From residenti al Villa to a high-ri se hotel.

Since its establishment, Teyseer has involved in many prestigious projects all over the State of Qatar as a reinforcement supplier, which includes cut, bend in accordance with BS 8666 or as per ACI 3 I 8- 2002 and supply at site. We are now also offering the service of fixing the reinforcement at sites, for which we have a large team of ski ll ed workers supervised by the competent foremen and Engineers at sites.

Teyseer is also solo distributor of world renowned Manufacturer ERICO of America & HALFEN MOMENT SDN. BHD of Malaysia for their world famous producer of LENTON mechanical splicing system - the # 1 mechanical connector in the world, and Parallel Threading Couplers (JOINTECK) and Bar Grip Couplers respectively in State of Qatar. The System Provide continuity in economy of Design, Quality & Strength and Project Economics. ERICO and Halfen Moment, now offers a wide range of mechanical splices for almost any construction need.

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TEYSEER @ Jl--~~, -...+o---~; _ ..... ;l\

SECTION -2

SPECIFICATIONS &._

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TEYSEER J J J,

Specification of Reinforcement

1. Materials

All reinforcement shall be procured from Qatar Steel, Coated I Uncoated Deformed Steel Rebar of high yield strength conforming to QD 43 Standard of Qatar Steel Company (Equivalent to ASTM A615, Grade 60) or QD 47 Standard of Qatar Steel Company (Equivalent to BS 4449, Grade SOOB). A copy of the manufacturer's test certificate for ultimate strength, elongation and cold bending together with a chemical analysis of steel shall be submitted for each consignment of steel, to be used at project.

2. Cleaning Reinforcement

All surface rust or scale is removed by blast cleaning, power or hand wire brushing before the steel is being used. This we do only for small scale cleaning operation. Reinforcement showing contamination and rust due to chlorides shall be cleaned by sand blasting before the steel is used.

3. Fabrication

Reinforcement is bent cold as per BS 8666 ~ per ACI 318 - 2002 to shapes indicated on shop drawings or as per approved Bar Bending Schedule with proper consideration for ensuring that the minimum concrete cover required for the particular application is obtained. Cutting and bending of bar shall conform to normal practice and using machine methods only. Bars are bent slowly and evenly and shall not be rebent when bars have been bent incorrectly. Bar bends, )ap splices and installation shall be done in accordance with BS 8110 and BS 8666 'trf as per ACI 318 - 2002.

4. Placement

Reinforcement shall be securely tied together at intersections by ties made with annealed wire and held in position during placing of concrete by spacers, chairs, or other supports made of plastic to prevent displacement by construction loads or by placing of wet concrete. Supports for reinforcement bars shall be sufficient in number and strength to carry the reinforcement they support. Bar supports shall not be used to support the concrete conveying equipment or similar loads. Precast concrete blocks shall be used at adequate interval to ensure proper cover to reinforcement. The spacer and bar chair or other supports shall be of same reinforcement in use. Any reinforcing bars left protruding from the concrete shall be protected from dust and condensation by enclosing it in polyethylene or by other means. Any rusting, which occurs on exposed bars before concreting is continued, shall be removed by wire brushing.

TEYSEER

Note:

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a. Provision and fixing of Cover blocks and spacers, chairs, or other supports made of plastic or concrete will be responsibility of Main contractor.

b. If spacers, bar chairs and other supports of same reinforcement shall be used then these shall be invoiced as per agreed rates.

5. Transportation and Handling

Reinforcement is handled in safe manner during loading and unloading to prevent kinks and other mechanical damage. Reinforcing bars are delivered bundled, tagged and marked. Tags shall have bar size, length, shape code, bar mark and other information printed by the computer. Bar marks shall correspond with those used on the shop drawings. All reinforcement delivered at site is inspected for rusting, contamination, surface defects and any damage before it is delivered and accepted at site. Once it is delivered and accepted at site, main contractor will be responsible for protection and security of reinforcement.

6. Storage

All steel held in storage at our factory is inspected for corrosion and other deterioration at regular intervals. If any corrosion is found, appropriate measures are taken to clean the deteriorated steel prior to fabrication. Reinforcing bar deliveries are stored for easy identification of different deliveries, sizes and type of steel. Reinforcing bars are stored in Racks well clear of the floor. Storage on site shall be in sheds with weatherproof overhead cover, a concrete floor and wall - to - screen stocks from contamination from windblown dust. (This is main contractor's responsibility)

7. Testing

'"I)(e inspection, testing and certification of reinforcement are made in accordance with vBS 4449 or ASTM A615, as per manufacturer's documentations.

We will provide a copy of the manufacturer's test certificate for ultimate strength, elongation and cold bending together with a chemical analysis of steel for each consignment of steel, to be used at project. Any independent testing required by Project Consultant I Client will be main contactor' s responsibility.

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TEYSEER Q Jl--!!J--~---·· ~;-...... 1'\

SECTION - 3

METHOD STATEMENT

TEYSEER

Method Statement

J J J, I ..

1. Bar Bending Schedu le~ be prepared qualified and experience engineer of Teyseer Building Material & Transport Company from detailed I shop structural drawings provided by main contractor. . /

2. Bar bends, lap splices and installation shall be done in accordance with BS 8666 or as per ACI 318 - 2002.

3. Bar Bending Schedule will be submitted to the main contractor for its approval. \/"" 4. After the approval of Bar Bending Schedule, Time schedule of Fabrication and

Fixing will be agreed with Main Contractor. 5. Cutting list is being prepared according to approved Bar Bending Schedules. 6. Charge number of Steel which will be being cut will be noted down on cutting list . /

for Record and Traceability of steel. Same cutting list will have its own Delivery V Note, therefore, it will be always easy to trace which steel have been used for any particular shipment. . /

7. Reinforcement shall be cut & bent cold as per BS 8666 ¥ as per ACI 318 - 2002 to shapes indicated on shop drawings or as per approved Bar Bending Schedule with proper consideration for ensuring that the minimum concrete cover required for the pa1iicular application is obtained at our Factory.

a. Cutting and bending of bar shall conform to normal practice and using machine methods only.

b. Bars shall be bent slowly and evenly and shall not be rebent when bars have been bent incorrectly.

8. Reinforcement will be handled in safe manner during loading and unloading to prevent kinks and other mechanical damage.

9. Fabricated Reinforcing Bars will be delivered bundled, tagged and marked. Tags shall have bar size, length, shape code, bar mark and other information printed by the computer. Bar marks shall correspond with those used on the shop drawings .

10. All reinforcement will be inspected for rusting, contamination, surface defects and any damage prior to its delivery to the site and will be ensured that it is free of rusting, contamination, surface defects and any other damage.

II. Once it is delivered and accepted at site, main contractor will be responsible for its storage, protection and security of reinforcement at site.

12. Main contractor shall provide cranes for offloading, hoisting and placement of rebar at site.

13. Fabricated Reinforcement will be tied at site under the supervision of Competent Foremen and Qualified & Experience engineer.

14. Site personnel will adhere full safety precautions at site as per Main Contractor's E. H. & S Policy, while working at site.

15 . All work will be carried out to the satisfaction of Project Consultant. 16. The main contractor shall protect any reinforcing bars left protruding from the

concrete from dust and condensation by enclosing it in polyethylene or by other means.

17. Any rusting, which occurs on exposed bars before concreting is continued, shall be removed by wire brushing by the main contractor.

TEYSEER @ ,.) J ' I' J

SECTION04

LIST OF EMPLOYEES & EQUIPMENT

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LIST OF EMPLOYEES

Sr. No. Discipline Total number Total Number involved in Construction works

1. Sr. Management Staff 7 4

2. Engineers I Technical Staff I 1 11

3. Staff members 32 6

4. Operators 34 28

5. Drivers 85 20

6. Skilled Workers (On Company 203 203 Visa)

7. Skilled Workers (On Hired 316 316 Basis)

8. Unskilled workers 35 25 Total Employees 723 613

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TEYSEER J J J,

LIST OF EQUIPMENT

Sr. No. Name of Equipment Total Location number

1. ShearLine - 500R 2 Factory

2. Double Bender 2 Factory

3. ShearLine- 300R I Factory

4. Shear Machine - 60H 1 Factory

5. Shear Machine - 35H 1 Factory

6. Twinrnatic 12 XV Stirrup Machine I Factory

7. Bending Machine- 55S 1 Factory

8. Bending Machine- Perfekt 42 7 Factory

9. Spiral Bending Machine 2 Factory

10. Threading Machine 5 Factory

11. Bar Grip Machine 1 Factory

12. Low Bed Trailer 2 Main Yard

13 . Flat Bed Trailer 80 Main Yard

14. Bulk Cement Tankers 9 Main Yard

15. Buses 6 Main Yard

16. Forklifts 5 Main Yard I Fact~ry_

17. Overhead Cranes 13 Factory

18. Mobile Cranes 3 Main Yard I Factory

19. Pickup 9 Main Yard I Factory

230 In house Workshop for Timely Repair Total Equipment 151

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Capacity

100 tons per Shift

50 tons per Shift

30 tons per Shift

20 tons per Shift

12 tons per Shift

7 tons per Shift for making Stirrups 15 tons per Shift

35 tons per Shift

I 5 tons per Shift

1500 Threads per Shift 40 per Shift

With Valid Registration With Valid Registration With Valid Registration With Valid Registration With Valid Registration Certified

With Valid Registration With Valid Registration

TEYSEER .. 1.,

J , .I, ' - ~' .. ..

SECTION - 5

LIST OF PROJECTS

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1. List o{Major Projects Rebar (In Progress)

Sr. Project Name & Contractor Status No/ v Location

if Lusail Development - CP4- MIDMAC- YUKSEL JV In Progress Road Al-Road Al,Road A6 Marina And Southern

/ Interchanges

VI Lusail Express Way CP-003 Hyundai Engineering In Progress Construction Co.

3. Doha Oasis Mixed Use Redco Construction- Al In Progress Development Project Mana

4. Different Piling Jobs Ammico Contraction Co. In Progress 5. Roads & Infrastructure ln QTCG&MSF JV In Progress

Industrial Area 6. West Bay Gym & Spa Project Redco Construction- Al In Progress

Mana 7. Premier Inn Hotel Al Ali Engineering In Progress 8. Construction of Two Health International Trading Co. In Progress

Centers at Muather and Al Wajbah- Package- 5

9. Construction of Temporary Qatari Development In Progress Container Yard for Doha Port Company

10. Qatar Power Transmission Kalpataru Power In Progress System Expansion - Phase X Transmission Co. Limited

11. 2b+G+ 2 Palm City Al Madar Contracting Co. In Progress Commercial Complex

12. KLJ ORGANIC QATAR Al Alia Trading & In Progress Contracting Co.

13. GTC-269-Gharafa & West Qatar Building Co. In Progress Bay Reservoirs

14. Doha Gulf Club TSE Water Temalco Trading & Cont. Co. In Progress Tank

15. Cons. of 4nos Apartments Mughals Qatar In Progress Building(b+g+ 3 type A, B, C)for H.E. Sheikh Khalid bin

/ Hamad Al Thani @old Airport

Jl6. Ext. of Highway55 Temp Bin Ornran Trading & In Progress TruckRT Contracting Co.

17. Residential Villa For Sa tal Qatar Contracting In Progress Abdullah Mannai At umm- Company Salal

J.8. Abraj Quartier-AQl & AQ2 Red co Construction - Al In Progress 1owers Mana

TEYSEER ..

/ J19. Project C284 (P019) @ Al Qatar Building Co. In Progress

Jemaliya 20. New Doha Port Project M/s cere & TCC JV In Progress

Container Terminal Infrastructure

21. Work Improvement Work Qatar Building Co. In Progress Zone-1-68 C-278-2013

22. Construction of Madera Club Al Sada Trading & In Progress House Contracting Co.

23 . G+ 3 Residential Building At Al Sada Trading & In Progress Madina Khalifa Contracting Co.

24. Different Villas projects ABC Al Khaleej Group In Progress 25. B+G+3 BUILDING AT OLD MKS Real Estate Co. In Progress

AIRPORT 26. Bahriya Villa -Plotno.Bvn- Drake & Scull In Progress

20,21,22,23 At Pearl Qatar 27. Al Waab City-package:007.7- National Industrial In Progress

Villa & Clubhouse Contracting Co.

TEYSEER ~ J l" ' .. '" 2. List o[Major Projects o[Rebar (Completed)

• Labour City @ Mesaimeer • Ministry oflnterior Head Quarters at Wadi AI Sail • Research and Development Complex @Education city • Worker Hospital & Integrated Health Centre-Industrial Area Zone-57 • Lusail Expressway CP 5B • Design & Build 2 Nos. Typical New Reception/Waiting Area Build. At East gate

Wajba Palace • AI Mana Partners Show Room & Office Building At Salwa Road • Business & Recreation Complex@ Mesaieed • Public Parking and Office Building@ Rayyan • Lusail marina com11 • B+G+7 Apartment Building New Community Centre at Dukhan • Enabling Works for Lusail Expressway Doha • Kwik Span@ Industrial Area • G+6 Floor Residential Building Construction of AI Meera Convenience Stores At

Wakra, AI Thumama, Wajba & Wakra • B+G+ 1 +Penthouse+ Kitchen + Block+ Swimming Pool • Project GTC- 452 ED 155/2011 at saliya • 36 Villas Compound • B+G+2 Showroom & Office Building at Kharthiyath • Multi-Purpose Sports Hall At Duhail • B+G+4 Residentail Building at Old Airport Qatar • Academics at AI Khor & AI wakra • 1205-Al Huwailah Link Road • Multi-Purpose Sports Hall At Lusail • VIP GolfMajlis • Construction of Office Building at "C" Ring road • Construction Of Car Storage For AI Attiya Motor Co • Two Villa Projects • EPIC of Ammonia Recovery & Flare System • Multipurpose Hall at Lusail Sports Centre • Barazan Camp Phase - 2 Barracks@ Wakbah • Doha Oasis Mixed Use Development • DOHA Centro Hotel 2B+G+M+7F at Bin Mehmoud • Western Green Spine- Qatar Foundation@ Education City • 2B+G+M+4F Hilton Building at AI Nasar • Commercial & Hotel Apartment at Fareej Bin Mehmood • Supreme Command Building at Barzan Camp • Design and Build Tanker Reception Facility • G + 3 Residential Building at Old Airport • AI Rawad Market Extension • Peripheral Roads for Barwa City • Measimeer RPS MIG ReservoirsQatar • Faculty of Islamic Studies for Qatar Foundation

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• Doha South RPS MIG Reservoirs • Receiving Tanks & Inside Chambers @ Karana and Umm AI Barka • Supreme Education Council -Head Quarter Building • NDIA- Airport Staff Access Control Buildings • New School at Shahaniya • G + 3 Residential Building • New School at Shamal • B+G+ 1 +P Villa@ Pearl • Lusail Development Sewerage Treatment Works • B+G+7 Apartment Building • West Side Roads at Khalifa Street Phase II & Security Gate@ Ras Lafffan • Mess & Kitchen for Intelligence Camp Services • Enabling Works for Heart of Doha Project • 17 Villas Compound at Sumaisma • Viva Bahriya Tower @Plot# 22 & 23 • 2B+G+M+6F Office & Commercial Building@ Saad • 12- Villa Compound at Rayyan • Private Amiri Diwan Offices • AI Wajba- Villa# 3 • Civil Works for Q- Tel GSM Coverage Project • New Doha International Airport- Emiri Terminal, Parking Structure & Mosque • B+G+ 1 +P Villa @Pearl • Enabling works for Jetty Boil- Off Gas Recovery@ Ras Laffan • TSE3 Pumping Station & Pipelines- CP- 682/4 • Renovation & Improvement of Six Doha Stadiums • EPIC of Sweet Fuel Gas Supply to Dukhan Consumers • Commercial & Residential Complex @ AI Saad • Doha North Sewerage Treatment & Associated Works • Qatar Silhouette Tower Intercontinental Hotel • Security complex Project- AI Rayyan • Cultural & Social Center@ Sumaisma & Barzan • Proposed Hotel Apartment (B+G+7)@ Bin Mehmoud • New Water Reservoir and Associated Pipe Line at Salwa and 4 other locations • Development ofBarzan Camp • EPIC for Utilities Phase I & Phase II • Enabling Works for Sheraton Car Park • The Qatar Mall • Construction ofNew Operation Office Building for Qatar Gas @ Ras Laffan • Piling Work for Ras Umm Leigi Beach Villa • Cultural & Social Centre at AI Dhakira (SFD/C/85) • Sidra Medical & Research Centre • Golden Sand Hotel • 8 Villas Complex at Maiseer • 20 Villas Complex at Umm Salal • Proposed Manweir Administration Building at Ras Laffan • Barwa Commercial A venue • Doha - 2022 Showcase Stadium

TEYSEER ~ J J, .. !H

• B+G+ 7 Residential Building at Mansoura • The Lusail Under Ground Car Park Project of 4 Car Parks • Expansion of French School at West Bay • AI Jawan Underpass at AI Saad • Qatar Airways New Arrival Terminal at DIA • Business Park and Hotel Facilities • LRT Project at Lusail • Lusail Development Project- Primary Infrastructures • Pearl GTL Project@ Ras Laffan • Construction of Berth# 3, 7 at Mesaieed • Piling Works for Renovation ofDoha Stadiums Villa • Complex for@ West Bay Laggon • Upgrading of LNG Berth • Head Works Construction at Airport, Old Salwa Doha SW & Messaieed • Enabling Works- Piling and Diapharam Walls for AI Quds Tower at West Bay • VCU Expansion Project • Enabling Works- Piling and Diapharam Walls for Energy City at Lusail • 60 Villa Compound at Maiseer • The Gate Project • Enabling Works- Piling and Diapharam Walls for QNB Tower • Qatalum Anode Service Plant Mesaieed • Barwa Housing Projects (1000 unit each) at Saliah & Abu Hamour • Doha Rayyim Sewerage Scheme AI Aziziya • Mesaieed Precast Factory • Parcel- 12 A- Pearl Qatar • B+G+ 10 Storey Building 2 Nos. Residential Apartment • Viva Bahria VB - 11 • AI Jaidah Residential Building (B+G+7F) • Berth 6-QG CLLNG Loading Facilities at Ras Laffan • Enabling Works- Piling and Diapharam Walls for Convention Centre • New Private School at West Bay • B + G + 7F- Residential Building at Bin Mahmoud • Piling and Diapharam Walls for Cultural Village • PDI- Centre PAG Buildings • Piling and Diapharam Walls for Qatalum Project • 132 kV Double Circuit Overhead Transmission Line • Twin Palm Tower at Dhafna • Civil Works for Q- Tel GSM Coverage Project • The Pearl Qatar - Proto Arabia Parcel 01 C • The Pearl Qatar - Proto Arabia Parcel 02A • B+G+ 1 OF Building @ AI Samakh • Renovation work at Khalifa Tennis Squash Complex • Office Tower (2B + G + M + 14F) at Old Salatah • Workshop & Office for Salam Int'l at New Ind. Area • New Doha International Airport Project- CCP 18 Package • 10 villa compound at West Bay • Private Villa at Rayyan

TEYSEER ~ J . , ' ..

• Showrooms, Appartment Building with 5 Villas at Maiseer • Commercial Building (B + G+ M + 10 Floors) • Al Jasim Tower at Old Salata • Construction of Public Services Building Complex at Dhaayn for ASGHAL • B + G + 7 Residential Building at Muntaza • G + 2 Office Building at Salwa Road • Criminal Evidence and Information Department Building • Science and Technology Park: Infrastructures For Qatar Foundation • Construction of Workshop at Dhukan Common Cooling Seawater System Project

-Phase II • 2B + G + 7F- Apartment Building at Mansoora • Qatar Islamic Bank Building at C - Ring Road • Three (3) Schools Projects at Abu Sidra for Ashgal • New Villa Project at Palace • RGX Projec - Utilities & Offplot LNG Project • Al Faisal Tower - 2 at AI Doha AI Haditha • Bl + B2 + G + M + 13 Residential Building at Jedah Bridge • Piling Works for The Gate Project • Al Fardan Twin Towers • Integrated District Cooling Plant- The Pearl Qatar • Al Owaina Tower at Old Salata • Logistics Terminal for KTPA LLDPE Unit at Messaieed • Construction of Stores, Accommodation and Workshop at Industrial Area • Secondary School for Boys at Massela • Material Offloading Facility for Pearl GTL, Ras Laffan • Two 10 Storeys Projects at Muntaza & Muserab • Ceremonial Court For Qatar Foundation Education City • Rebar for precast Beams & Columns • ERM 1020 I C5 -Reconstruction, Rehabilitation & Maintenance of AI Waab • Education City- BP # 19.4 - STP CP2 & CP4 • Culvert & Anchor Block for Dolphin Project at Ras Laffan • AI Handsa Complex • Lusail Development- Visitor's Centre • Package 3 - Zones 2 & 3 Remote Ablution Blocks at Khalifa Sports City • Construction of Palace at Sudan • Pumping Station at Matar St. • 15 Villas (G + 1 + P) compound at AI Rayyan • G + 4 Commercial Building • New Doha International Airport • Doha- Rayyan Sewerage Project PS - 36 • Western Ring 132 OH Line Between Raslaffan- AI Sulaimi- Dhukan • Model School at Muaither West • 10 Storeys Projects at & Muserab • QGX Project in Ras Laffan for LNG Tanks • AI Arabi Sports Club • 14 Storey Tower at Cornice • Al Mansoor Tower (B + G + 14) at Cornice

TEYSEER J .! jff ..

• Development ofQEF Facilities for QNOC • 23 + 11 Commercial Villas Compound at Abu Hamour • ERC 1304 C4 Camel Crossing on Main Road • AI Misnad Tower • AI Wassail Tower • Cultural Village Project- Phase- II • Construction of Multi-Storey Car Parking at AI Najdah • Precast Object Protection at AI Khor Industrial Area • RAS Laffan Onshore Expansion Project Marine Works I LNG Berth No.3 & Flares • AI Udied Airbase, Bulk Storage Tanks • Women Club Sports Hall • Expansion & Renovation of Hamad Aquatic Centre • Elementary School for Girls at Gharaffah • Civil Works for QP LAB Project . • Medical Tower (Cardiology Centre) for Hamad Medical Corporation • Villa for Mr. Kamal AI Mana at Defna • Girls Elementary School at West Bay • Office Tower for Commercial Bank of Qatar • Construction of Super Club at Khalifa Sport City • Museum of Islamic Arts Project • 45 Villas Compound at AI Waab • 34 Villa Compound at old Airport Area • Preparatory School for Boys at Wakra • Ras Laffan Liquid Product Berths lA & 2B and 3A & 3B • Mesaieed Labour Camp Phase - 2 • Preparatory School for Girls at Zone No. 56 at Abu Hamour • Sheet Piling Cages for Museum of Islamic Arts • Sports Hall at Khalifa Sport City • Clever Leaf Bridge with Culverts at Mesaieed • 17 Villas Complex at Nuija • 6 - Villas Compound at Abu Hamour • Development of Qatar Sports Club- SFIDICI4 7 • Construction of33 kV OHL to Abu Samra • GTCI2912002- Establishment of220 kV OHL Ras Laffan I Doha • AI Reen Garden at Markhiya • EPIC of the Topsides Facilities to theM. P. B. atM. I. C. • Cambridge Girls School at Al Hila! • Pile Cages for Two LNG Tanks for CBI at Ras Laffan • College of Technology - Package# 2 • Residential Complex Development (1 04 Villas) • Villa for Mr. Khaleel Sholey at West Bay • Construction of Multi - Storey Car Park Building for Hamad Medical Corporation

at Rumailah • Northern Area Hospital (Extension & Renovation) at AI Khor • LNG Tank Project at Mesaieed • Pile Cages for Qatar National Library • Energy Centre for Khalifa Stadium

TEYSEER

• Wakrah Sanitation Project

J J J, ' ..

• Landside Crane Beam and Bridge for Crushed Stone Port at Mesaieed • Ras Laffan Common Cooling Water Project • Palace and Ancillary Buildings at AI Waab • PS37 and Muraikh Area Sewerage • G + 8 Floor Commercial cum Residential Building at Muntaza • Shops, Offices & Flats at Bin Omran • G + M + 3 building at Bin Mehmoud • First finance Head Quarter Building at C- Ring Road • G + 5 Building at Bin Mehmoud • Palace+ Utilities Building at Wajba • B + G + M + 5 building at AI Saad • G + M + 4 Shops and Flats Building at Mushreib • Mosque Project at Gharaffah • EPIC ofKhuffWellhead Treatment Plant Facilities and Electrical System Upgrade • Surface Water Schemes Project- Civil Project 559 • Traffic Barriers and Bunkers for American Base • Traffic Barriers and Bunkers for American Base • Labour Accommodations and Workshops at Industrial Area • West Bay Complex consisting of Four Season Hotel, One 27- storey Office Tower,

Two 22 - Storey Apartments Towers, Multi-Storey Car Parking • Weill Cornell Medical College at Education City • Construction of Roads, Underground Parking, Utility Tunnels & Utilities at

Education city • 18- Storey Bilal Suites tower at West Bay • Residential and Commercial building (B + G + 13 + PH) at AI Salata Qadeem • Upgrading of External Services at Doha Naval Base, Phase- I • Palace for H. H. sheikh Abdul Rahman bin Khalid AI Thani • Residential building (B + G + 5) • Deluxe Villa at Salata • Multi purposes & Small Craft Berth Project at Messai'eed • Sewerage Project Phase 1 at Industrial Area • QAFCO IV Expansion Project • NLG Expansion Project at Messai'eed • Surface water Schemes for Diplomatic Area • Construction of Qatar Islamic Museum Store at AI Wajbah • Trade School for Boys at Abu Hamour • Elementary School for girls at AI Sailiyah • Uthman Ebin Affan Elementary School for Bays at Muntaza • Elementary School for boys at Markhia • Secondary School for boys at AI Saad • Bani Hajar Secondary School for boys • Bani Hajar Preparatory School • AI Khore Elementary School • EPIC of New Service Berth at Ras Laffan • West Comer Centre at Mid mac RJ A • Gunnery workshop at Naval Base

TEYSEER

• Music Block at Doha College • Qatar Insurance Complex of 30 Deluxe Villas • Two Deluxe Ladies Villas at Wajba • Q. CHEM Project at Messai'eed • Switching Station at Messai'eed • X-RAY Unit at Hamad Medical Centre • Grand Mosque at West Bay • Two 0+5 Buildings at Moughlina • G+ 5 Residential Building at Najma

~ J J, ' ..

• West Bay Lagoon Hotel (parking terrace, hammer walls, bridge deck; Sewerage lifting stations swimming pools, whirl pool etc)

• Sheikh Khalid Tower (Holiday Inn Hotel) (B + G + 11) at Mannai RIA • 14 - Villas Complex at Sudan • Construction of Stadium at Gharaffah • Construction of Stadium at Umm Al Afai • Ras Gas Project • Q-Chem- Ethylene Plant Project • Condensate Loading Surge Protection System at Ras Laffan • Residential & Commercial Complex, Consisting of 4 Towers (B + G + 11) at AI

Mushirub • Residential & Commercial Complex at Al Muntaza Plaza • Residential Buildings, Consisting of 3 -Units of G + 5 at Najma • Al Khore Farm House • Sheikh Saud Bin Khalid Palace at Al Wajbah • Hasson a1 Mansoori Villa at old airport • Al Shaquab Art College at AI Wajbah • Al Azizia School for Girls • NODCO Refinery Extension Project at Messai'eed • Game Hall at Sheikh Khalid Palace • Beach House at Al Ghariyeh • Pipeline Project (Valve Chambers, Washouts Chambers & Manholes) • Stepdown Substation at Ras Laffan • Sheikh Khalid Al Gharafa Farm House • Sheikh Khalid Al Shahniyah Farm House • Sheikh Abdullah bin Khalid Al Thani Palace at Al Lakhta • Pipeline Project (Valve Chambers, Washouts Chambers & Manholes) at Gharaffah • Two Marina Buildings at West Bay Lagoon Hotel (Ritz Carlton Hotel) • Residential Building (G + 5) at bin Mehmood • New Retail Facilities for Qatar Distribution Co. • Shaheen Project at Doha Port • Shaheen Project at Abu Samra • Sulphur Recovery Expansion Project at Ras Laffan for Qatar Gas • Precast Units for Sulphur Recovery Expansion Project at Ras Laffan for Qatar Gas • West Bay Sewerage System Construction • Deluxe Villa for Mr. Dolami at West Bay • Deluxe Villa for Mr. Al Malki at West Bay • Deluxe Villa for Mr. Khalifa at Duhail

TEYSEER J J J"

• Deluxe Villa for Mr. AI Khater at AI Wakrah • Deluxe Villa for Mr. AI Shabani at Duhail • Deluxe Villa for Mr. AI Yousuf at West Bay • Deluxe Villa for Mr. AI Othaibi at West Bay • Deluxe Villa for Mr. AI Rida at Duhail • Deluxe Villa for Mr. AI Naimi at Umm Salal AI Khafja • Deluxe Villa for Mr. AI Quadi at Duhail • Deluxe Villa for Mr. AI Thani Umm AI Ahad • Deluxe Villa for Mr. Naglaa at AI Khariyat • Deluxe Villa for Mr. AI Sayeed at Rayyan • Deluxe Villa for Mr. AI Thani at al Waab • Pipe Foundation for QP Project at Dukhan • Commercial Building at Gharafa • Petrol Station at south Duhail • Foundation for high Mast for Street lighting for North Road • Foundation for high Mast for Street lighting for North Road • QAFCO Expansion Project at Messai'eed • Pump House at West Khalifa Stadium • Special forces Camp at Sailiyah • Pumping stations and pumping Mains at Mamoora • Fabricated Rebar supply for American Base • Dukhan Flare upgrade Project • Mast foundation at Racing and Equestrian Club • New Trade Centre at West Bay • Replacement ofPipe Supports for QP Pipelines • Gas Project for Qatar Petroleum • AI Ahli Hospital near TV Round About • Filter House Foundations for Qatar Gas at Ras Laffan

I ..

• Commercial & Offices Building at Teyseer Filling Station at Salwa Road • G + 5 Hotel Building at Salata Qadeem

'"

• 20 Bachelor+ 14 Married Staff Bungalows Dukan Housing Project- Phase - 2 • Giant Hyper Store near Khalifa Stadium • Piling Cages For Giant Store • Pile Cages for Airport Project • Pile Cages for QAFCO Project • Underground water Tanks at AI Khore • 5 Deluxe Villas near Traffic Department • On Shore Expansion Project at Ras Laffan • Precast Units for Qatar Gas • Pecast Units for boundary Wall • Labour Accommodations & Wedding Hall • AI Andulus Factory for Cement Products • Extension at British Embassy • Extension at Saudi Embassy • Exhibition Centre at Muglina

TEYSEER 0 _) J '" J iH

SECTION -6

ISO CERTIFICATIONS

I .

I , Management Ser;ice

IF The Certification Body

of TUV SUD Management Service GmbH

certifies that

Teyseer Building Materials & Transport Co. W.L.L. P.O.Box: 4333, Street No 43, Industrial Area

Doha Qatar

including the sites and scope of application see enclosure.

has established and applies a Quality Management System.

An audit was performed, Report No. 70112703.

Proof has been furnished that the requirements according to

ISO 9001:2008

are fulfilled.

The certificate is valid from 2015-08-26 until 2018-08-25.

Certificate Registration No.: 12100 27512 TMS.

G DAl<l<S ~ Cf' ;.: t 'K I~

Product Compliance Management Munich, 2015-08-26

Page 1 of 2

l OV SOD Mana !J l~rnenl Servict: Gmi.IH o Zer ' ifizierungsstellt : o R id l c rstra~ c 1!5 • 20339 MCnchcn • Gr:nnany 'NWW. i'u\:v-sucrl.de/c<: r til i r:cli C-V<J ! idi ty · clwr :~

AkO.l(-d•tio:rtJ~ . :r<l<? p .":..M- !·1! · ~ t il r!

Management SeNice

Enclosure of Certificate Registration No.: 12 100 27512 TMS

Sites Scope of application

Supply of Reinforcing Bars Teyseer Building Materials & Transport Co. W.L.L. (Normal & Epoxy Coated), (Trading Division) Cement, Welded Wire Mesh, P.O.Box: 4333, Street No 43, Industrial Area Film Faced & Commercial Doha plywood, Shuttering white woods Qatar and Construction Building

Materials

Teyseer Building Materials & Transport Co. W.L.L. (Transport Division) Provision of Heavy Lifts, P.O.Box: 4333, Street No 43 , Industrial Area Inland Transport and Doha Associated Logistic Services Qatar

Teyseer Rebar Contractors (Branch of Teyseer Building Materials & Cutting, Bending, Mechanical Transport Co. W.L.L.) Splicing and Installation of P.O.Box:4333. Street No. 47, Industrial Area Rebar steel at Doha Project Construction Sites. Qatar

Teyseer Building Materials & Transport Co. W.L.L. Supply of Decorative Paints

(Painting Division) and Construction Chemicals,

P.O.Box: 4333, AI Ain Commerical Complex, Application of Decorative paints

Show room No 12, Salwa Road and Floor Coating for Villas

Doha Qatar

and Commercial Buildings

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Page 2 of 2

TOIJ sue· Mallil!!UIIIOnl Sr;rvir.e Gm!JH. Zr: rt i fil. i erur ~ \I SS tnilr : . Rid l ers lra i~ e 65 ° 80339 Miindwn ° Gr~ rrnany www.l. u ov·surnl.d•:/;;·~ r! ~ l i r:<l le-vai rtli !y·ch··Jck

Management Ser;ice

CERTIFICATE The Certification Body


certifies that

Teyseer Building Materials & Transport Co. W.L.L. (Trading Division)

P.O.Box: 4333, Street No 43, Industrial Area Doha Qatar

has established and applies a Quality Management System for

Supply of Reinforcing Bars (Normal & Epoxy Coated), Cement, Welded Wire Mesh, Film Faced & Commercial plywood,

Shuttering white woods and Construction Building Materials .



ISO 9001 :2008

are fulfilled.

The certificate is valid in conjunction with the main certificate from 2015-08-26 until 2018-08-25.

Certificate Registration No.: 12 100 27512/01 TMS.

V. DAkkS :J t-iol ~( t-.!

A~kt~d·r'~t l.l111 : -.·.:. (:' D·lM· l'\ 1<1] -U-t •l Product Compliance Management

Munich, 2015-08-26

TOIJ SUD Marwur.rnen l Scrvico GrnbH • Zi:rli fi z i oru ng~slei l c • R'idlers lra ~c 65 • B0339 Ml"lnchcn • Germany \WIW. f'H !V-srwJdc/cerl i!·icale-val i• i ly-r;hec:k

r ' , ..... :

Management Ser1ice

RTIFICAT The Certification Body


certifies that

Teyseer Build ing Materials & Transport Co. W.L.L. (Transport Division)

P.O.Box: 4333, Street No 43, Industrial Area Doha Qatar


Provision of Heavy Lifts, Inland Transport and Associated Logistic Services .



ISO 9001 :2008

are fulfilled.

The certificate is valid in conjunction with the main certificate from 201 5-08-26 until 2018-08-25.



(" DAkkS C't'l;t >cl"~

AV•u t.'-J> !i('rli~~ H~d,: l>·l_M l .t l·>J ·Gl :i !

TOV SOD MarW\JCIIJ(!Il l Serviw GJ11bH o Zurti fili crunoss tellc o Rid ! ors tra ~c G5 o 80339 MLnchcn • Germany '1\'J~/h> v..:.,Nw. tuovR s ~wd . de/ cer 1 }l'i r.tl te-va! i t1i ty· chec~

I .• , G

"\

Management Service


of TOV SOD Management Service GmbH

certifies that

Teyseer Rebar Contractors (Branch of Teyseer Building Materials

& Transport Co. W.L.L.) P.O.Box:4333. Street No. 47, Industrial Area

Doha Qatar


Cutting, Bending, Mechanical Splicing and Installation of Rebar steel at Project Construction Sites.



ISO 9001:2008

are fulfilled.



( ' DAkkS v ('t'is l '<t•'!


AI. '<l c.;::~ti en.~~ .. ~~\t..'il,;o D·IM+1!4]..CHB

rov SOD Manauull r(Hll Service GrnbH 0 Zc:rt i flzirnurrgsstoi•lc: 0 R:idlors t ra~D G5 ° ~0339 r\fi[mclwn ° Gnrrnany 11J\.,C!l> w.:vw.lu\N-SlJCd.dc/;;crt if ir. ~to·va! idi ty·ch• Jd

Management Ser;ice



certifies that

Teyseer Building Materials & Transport Co. W.L.L. (Painting Division)

P.O.Box: 4333, AI Ain Commerical Complex, Show room No 12, Salwa Road

Doha Qatar


Supply of Decorative Paints and Construction Chemicals, Application of Decorative paints and Floor Coating

for Villas and Commercial Buildings.



ISO 9001 :2008

are fulfilled.



(' DAkkS • (.~1-:U~ h;:


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TEYSEER J J . , ..

SECTION - 7

Commercial Registration Copy, Tax Card

&

Qatar Steel Certificate

I State of Qatar

lVIinistry of Economy & Commerce R~g.istration and Commercial Licenses Deportment

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TEYSEER

State of Qatar Ministry of Finance

Public Revenue and Tax Department Tax Card

TIN: 000002737540255

Taxpayer's Name: TEYSEER BUILDING MATERIALS& TRANSPORTS

Address, P .O.Box: 4333 Doha

CR No: 22503

Legal Form: Limited Liability Company

Number of Branches: 5 . ;;

·.·.

Authorized Persons: HALID A. RAHMAN E AL-MANNAI

~ and (6) other persons as per CR.

Activity Commencing Date: 15/04/2000

Issuing Date: 10107/2014

Expiry Date: 09107/2017

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2014107/1 0 ;jl-D~I f:::;fo

2017/07/09 :•~)'1 f:::;fl

..,...:.l.r":JI J .d....Wi .:..IJI~¥1 ~)J) __y.l..o Director of Public Revenue and Tax De artrnent

P.O. Box (28666} Y .\Y' - F<lx (44435370)u-Sti- Tel (44461444) u#'

www.mof.gov.qa ,.~Jj.o;l'fi ~ ,.!t [email protected] ~ Jfoi~i .>;yli

11 11~ ~~ ~\\\\~~) ( ' ,.,..,~ ) ~ · ~~ -~~siiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii II IIIIIIIIIIIIIIIIIIIIIIIII'IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII"OIIIIIIIIIIIIIIIIIIIII I IIIIIIIIIIIIIIIIIIIllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllld:~f'_;;:: c='

1 .9..5:UJ lB C,lJ:lSCD

QJLT542(STE'EL COMP5ij{y

Certificate

Qatar S tee[ Company Certifies tfia t Ml s. rrtErt"SP/ECJUBV IDDIW<}_!MJI'lffiV.ftLS c1t, 'l}RJI;!fS_crofJ?3' co.

are one of our approvecf aistri6utors to se[[

stee[ 6ars procfucea Gy Q.9LSCO

, ,i j'

?'{_a_-;;ser :Bin J!amacf .!lLf-rrfzani

TEYSEER @ J J , , J

SECTION -8

Approvals from Authorities

TEYSEER

FLUOR Fluor lolld-East Um~ed AI Am ali Business center Doha. QA,

TO: AMMICO P.O. BOX 1J3JO DOha Oalar.

A Till : U<lay Shan~sr Shah

Deocr1pbon: PRE.QUALIFlCAnOII DOCUMENTS

~;--~~'--.ft' -'•' ------~~~~ ......... ; .. 1\

CONTRACTOR DOCUMENT TRANSMITTAL Tranomlfllll No: K108.()0245

Trsnomltbl Date: 02-AUG-2011

Project Name: JBOG PrOJ!ICI No: ,13BG

Aulhortty:

lssu" Status: -

Remarks: the document listed below is officially transmitted as status "A"· f'Toceed.

Attached please find the following: DOCUMEfiT

JJBG-{) G-~K 105-00004

To:

AMMICO

Fluor For Information: RECIPtENT C!JfiPIJilY

Allan GlOver fLUORlo41D I Brtan f011l(!6 FIIU1R JesSica Holden FLUOR

i KOIIV €>,., FlllnR Laiiie nn10 FLUOR ::>hahi()JIISiam FLUOR

Client For Information:

OG

QG

TITLE PRE-<lUAUFICAnON DOCUMENT!; OF TEY!;EER BUILDING MATERIAL!; AIID TRANSPORT FOR !;TEEL REINFORCEMENT

11X17 ORIG POL

11X17 ORIG PRHT TRIJilS POL

11X11 ORIG POL

GT6_CONSCUD.A.TED_~CNT.REP

TEYSEER ~~~~~~--~~ -·.· ------~;~ ........ i .. l\

~ ~

--N-D--1-~-A--

L.--..- · .. · :~.:' ,.--.'; .· ____ ..,. L-•.:.J _ _ __ •) .: ::!.· ·

Pre<n1alification Documents M/s , Tayseer for Fabrication and Stmplv of Rebars

CDC - TAK6NAKA JOINT VENTURE

, 1!. •-:;}. ~

4lD-Emlrl Termrnal Parking Structure & Mosqug

25 045-000-F c 1-MAHT -00019

CQNTRACfORS YERIFLCATJON STATEMEilT

1-' IJK:;I.'!ot-11' ' II~ :;.p~·: l /~- C•: •'lC•Ii 0 1\ 6, 'II=. . :OC·1/oKE.'MV..' . J:"JI ~.T ',011 .!1" - . Vl+'l~ '( IH~ ' K :;. ·;,IEr·lll~. '5 •',1'/o ~IEc f,_ l ~ErJI.' I~,~t.iEN-.5 or f ·IE •:GNT<~.c-, '.'\'lr I 111 •·XC H ' ll(:r·J (l~ r; ~ FCL J.T<'I N8 Gl.'•'l = r;~ - I:J~. '; r rRGrC~ .o._s t'J~C~PEG DY -II: CN8 1t-JC[ R:

.. ~ ... t./l.. .. .fo.4 <% sf;.~:>.TLP.E I C.~Te; V

DOCLJMENT REYIEWSTI\IUS

~6._ ST A TI.IS 1· 'f ,•:.>l ll( M~.~ -·lCGCCO.

n !>r.uus 2· l<t- 'JIS- ~ f ;·;:•;l, [l l/ 1 I' 'r'l'.lP.K lllW r R·:JC::;; DLC..C: -n::: I'~ O.'';P.f-~·:Hr• • WI~.' !'! ~ ::c:·,'.IUt-'11 !-1 Ml!r;.o. p~r_:

Document No.; 25045-81 000-19-GSE-X-OOG (R~v. 2)

~s~·. !_P.G_!!Y.:

Rev. Pr<>pa ra d Chec: k~d Apl)t<)V~tl

~~~~~~---r----------~~-

' ,I . ( ./,

TEYSEER ,)> .. ~~~--.. ~~~· ........ ~~' .......... ~.,.t,

Kahr<loaa

KA.HRA~~A fUI~' ~~~)l~t_,.)l--=-------,:.if ~!.._____o~ QrJl<:r( Ci cncrt~.l E:lcctrlclty & VVaier Corporation

TECHNICAL AFFAIRS <.:.L . .9~1

fn: KALPA · TARU ---- - - - - -r.. o"u-:r-;R"•'L.,-: ------1

ITAJTEIFX/fV 51i :t-

I

MI.R. .Gopril oJk.l iSht~nil Hillr P ruj ~t M.,m3ye•

--------'--Contract: 6TCl3131.i:C IQ-~a lpa-Tllru · r'hi'se 10 .. 0ver Hee~d L.lne

Subject PrP.qu;)litlc.ttiOn Docultlenl!: for rainfor<em~nt ste~t

Ref Pll\a/KPTL/J/CON/1110016 O•t.ed: 12/12/2J11 .

I With ~ rereuce t o I he at:;.we. olt-a-:oe rot: tll i.it MIS TEYSER [.ui~dir.~ f.\.ltel-"a l ft T r.tn;port Co. 1 Qalilr \~ au:E-ptat.\e forth!- si.IDthy of Reinforcement )teel tc tfle ~bc-.,c COI'\t.f2:C.t.

I ~hl'\1 OI!.Huil l '"''n;n . t ..,-,.,., , .,., thno •h rle<umc"t l f,,,_m 11tol ,,.._,. ,_

Re-garc!5 1

' ___:_,...u..) I A""hfneO Na.ser r. r Na:sr J Director -Tct".hnicat ,',ffaires

j cc, >.~·'- ,,,, ... , ,,.) ! lEI' ~ •o..;i;'

I'<~"' cr· ,."'-~ '-'T.-i'Z

11 ~11 \ ......... -

J..V)l -':. . I •·' '

! ---··~------ -1'c11J: 191 .;1 ~34 !):!13 1"(l'.! l !l741 4.1 ~GZ!ll

P t'J IIOX ·11, :.l0\'1!\ ~.,t.T,\t.l.

•:-"n~~J'll : . ./ .. , {9-"7o'.-1 \tt?·l.:i!l~l : .).J~

~-:Uy-1-f.::..,.o.:_>a

...... ~"·. -· ~~ , ',,:

TEYSEER J J J, ' ..

1 0 OCT 2006

JV Bilfinger Berger- AI Hamed P.O.Box 23749, Doha, State of Qatar

· ;;:-~. \:.

'#i)'r. the attention of Mr Dirk Wassmann- Project Director

Dear Sir,

Project: ERC1400/D20 22nd February Street and AI Amir Upgrad~&~1nfurchanges $ubject: BBV Post Tensioning System- System Submittal for Approval~'' · · 0~ .·: We refer to your letter Ref. 08-0E-DD-1506 dated 19th August, 2006 '~nd attachments regarding the above subject. We would confirm that this system has been ·reviewed and approved for use on the Project. ~

Yours faithfully,

?.? ~~~ ' Jamal AI Kaabi . -Manager of Projects Department

End: Materials Approval Form.

Joint Ventura

iH

cc: Project Manager Asst. Project Manager Project Coordinator.

~r~·AIH.med

M/s Maunsell- Fax 425607 File C- 11 Draft letter 0365

'•

om IRLE

Rt till.

Cla.

Cl

~

II&

OOHA-OATAR

l_O • j_O - OIP _lc UQ-T<'-.b!, -~ All co ~

okf :m if~ SE"

cc .1l

AH

TEYSEER @ J J"' J

SECTION -9

Resumes of Key Personnel

TEYSEER A )1' ~ ~~--~·'--~·~·~' -------~~'-----------~- '

CURRICULAM VITAE

MUHAMMAD P AKHTAR

P .0. Box: 4333, Doha Qatar

Ph: 44602952 Fax: 44601456 Mob: 55843281

E-Mail [email protected]

EDUCATIONAL QUALIFICATIONS

B.Sc. (Civil): University of Engineering and Technology Lahore- Pakistan

PROFESSIONAL EXPERIENCE

August-2000 to date: Manager ofTeyseer Rebar Contractors, Doha Qatar

1998 to 2000 As Resident Engineer NAl Turath Consultant Co. (U.A.E)

1994-1998 . As Resident Engineer NEngineering Consultant Group (U.A.E)

1988-1994 As Resident Engineer N Consultant Limited (Oman & U.A.E)

1984-1988 As Structural Engineer N Progressive Consultant (Oman)

1981-1984 As Structural Engineer NNESPAK- Pakistan

EYSEER A ~·• ~ ~)--~~'----·--··--------~~, ........... :~~'

CURRICULAM VITAE

ANEES AHMED KHAN

P.O.Box: 4333, Doha Qatar Ph: 44600299 Fax: 44601456 Mob: 55820698

E- Mail [email protected]

PERSONAL DETAILS

Fathers Name: Date of Birth: Nationality: Languages Known:

Abdul Wahab Khan 20-06-1971 Indian English, Urdu, Hindi, and Kannada


Higher Secondary School: Pre University College: Civil Engineering:

Kishora Vidya Bhavana, Chintamani Town Christ College, Bangalore

Sri Siddhartha Institute of Technology, Tumkur Bangalore University.


Nov-1998 to date: Qatar

Projects:

As Sr. Engineer with TEYSEER Rebar Contractors, Doha

1. Business Park and Hotel Facilities for Redco Construction-Al mana

2. AI Jasim Tower and Owaina Tower for AL Khayarin Group

3. AI fardan twin Towers for CDC 4. Qatar Islamic Bank for AI Khayarin Group 5. Construction of Roads, Underground Parking and Utility

tunnel for Darwesh/Contrack J. V 6. Out Patient Clinic at SMRC for OHL/Contrack J. V

EYSEER ~~-~~'--~f•'M' ........ ;~--------~-,~''

CURRICULAM VITAE

SABUJOHAN P.O.Box: 4333, Doha Qatar

Ph: 44600299 Fax: 44601456 Mob: 55820698


Civil Engineering: Sri Siddhartha Institute of Technology, Tumkur Bangalore University


Nov-1998 to date: Qatar Projects:

Sr. Engineer with TEYSEER Rebar Contractors, Doha

1. Science and Technology Park for Qatar Foundation 2. AI Wusail Tower for Man Enterprises 3. Cultural Village Project for Thin net Engineering 4. AI Ah/i Hospital for L & T

5. College of Technology for UEM -Malaysia 6. School Projects for NICC, lTC 7. Wajba Palace for H. H. Shaikh Hamad AI thani for AI

ali international

EYSEER J J J, ' ..

Fathers Name: Date of Birth: Permanent Address:

Nationality: Religion:

Marital Status: Languages Known:

CURRICULAM VITAE

M. JAMIL AHAMED

P.O.Box: 4333, Doha Qatar Ph: 44600299 Fax: 44601456 Mob: 77178434

E-Mail [email protected]

PERSONAL DETAILS

M Ja/il Ahamed 01-12-1987 #88/1 Bangshal Road Dhaka Bangladesh. Bengladeshi Islam

Unmarried English, Hindi, and Bangala


Higher Secondary School: Pre University College: Civil Engineering:

wills Little flower High School Government Science College- Dhaka Ahasanul/ah university of Science and Technology Dhaka


Nov-1998 to date: Projects:

Engineer at TEYSEER Rebar Contractors, Doha Qatar

7. Salwa Water RESERVOIR for QBC B. Residential Building at Alsaad for Arcon Trading and

contracting

9. Residential Building( B+G+7} for Indian Trading and Contracting co.

10. B+G+1+PH Villa at Pearl Qatar for Arkan Trading and Contg co.

TEYSEER 0 J J ,, J

SECTION -10

ORGANIZATION CHART

iH

I

r. TEYSEER 0 J J '" J

Organization Chart for Teyseer Rebar Contractors

TEYSEER 0 J J '" J 1H

SECTION -11

MILL TEST CERTIFICATES

~. :.\ o ; • I • ..

C onli·uct. No

C:.!sfo tn:.:: r

i~~T~tl1t i fac t:.. i !-~r/Suppli~r

Conmwdity

._~pec!fication

Desiin:.!ion

s r !

I

'1. 1 Charge No ~::

( 11111 1)

H DlJ'iJS

c

0.22

.J:... , __

/ r-· ' . ,., . . h ::!1 ...

. ~ ..

TEST CERTIFICA'fE P.J¢

5441 ' TEYSEER BLDG. MATERIALS & TRANSPORT CO. (W 1 .I ..

QATAR STEEL COMPANY (Q.S C)

HIGH YIELD STL~EL DEFORlvlED B/\1<.

!354449:2005 GRI3500B !2 MTR

DOHA ,QATAR

Chemical Composition ( r:,;, )

.Si

() 1 J

.. ·--·r .. s v

(l.(Jl6 ' 0.011

Mn ~ l'

0.83 I 0.010

Nh Cu

0.000

I Ni · i I . j

I; . . i .l .) I r ' I . .I ) I

(' t· Mn N

,.

0.023 0 ()()() 0.007 ,.·

'" :: -~ ~ :;~ . :·.

Mass

CE · kg/m ...

0.37 0.389

YS

Mpa

574

I I I

I

f ·mJ· ~t q 1 0

i L ., I ~ J L- .. < l.--.. _ _t_ __ d J----1-.. ~-..:cc . .l

Qt..\T.AR STEEL

Date: 20 DEC 20 1. 4

Delivery No: 1435308

Tensile Test

• ~:- [S!YS Agt% TBDJl\B D

689 I 1.20 5.0 I GOOD

-... L. i . .... ! .. - : . ___ L --------- -·- I . : __ __ ~L ___ _ _:__ __ _ We !Jereb) certify that the material dc .>u .!)._(; ht:Ici n has been rn;;de n the applicable S11eciJ'ication and tested:in

accordance with :he.· :·.-qu.irements of the n>nt ract specificati on . f)l{ · l ~F/l":C -

Q,\T,\.ti. STEEL REilARS AlW !'!{FE FROM HARMFUL RADIOACTIVE ELEMENTS Manager

o.s •so ·.,g;is .> I As.;."" AG>. s GR ""; ssA :./~9,2. Technical Depanmenr

7Z.i:i:-:-cL _ ZZL9c..~!':fl:.~iJ~it:Q"ll7'..ZZZZZZZLL.Ld.LC/7I.Z'. QATAR STEEL COMPANY (QSC) . i;;s ·<l44-9,.zoos GRADE BSOOB 0 r 689 D 1 Q

Note for ISO/!EC 17025:2005:

Sampling, Compliance ~tatement ,Opinions .& Intcrprctatiol! are out 1ft It: scop..: of accreditation.

\ ~ .:, )~~ · ,, ,...

77ocl: :- · -:-r;~t--o~A=T..,.A-=R srrEL/·/-/-7 z 7771 z IZ:I/·7TI z At-7', P BOX: , o1a, atar SS ..ut49 ::1'997 ' GRA.DE .t..iGOB Tel: 44778778

: // DCL · ./ 7 (QATAR STEEL /•I/-// ///7/ '/;/.f/!/-7/ //J~/Jc; Page I

: . . ; .. ~;.; , :. .. , ' ~ .:\

- --

TEST CERrflJTICATE n:::wa: t o mu '"o ,....,m ;m ._;......,zoccwA ~

'·

Cont r r.ct No 5790

. .--.. .... ., ___ .. ;

[\J l .. ' I .~,

C..- -:!,---1-____L~j ) ----.L-::J....::.-:J

QATAR STEEL Cus ~on1er

Manufacturer/Supplier

Commodity

Speci fication

Destinat ion

TEYSEER BLDG. MATERIALS & TRANSPORT CO. (W.L.L:)~ QATAR STEEL COMPANY (Q.S.C)

HIGH YIELD STEEL DEFORMED BAH. BS4449:2005 GRB500B 12 MTR STRAIGHT Date: 17AUG 2015

DOHA ,QATAR ..

Delivery No : 1594325

s ~ --- I -- -z I Charge No

Tensile Test

Mass ~ -- YS I TS ___ I TSN~t% IBD/RHD Chemical Composition (% ~

-·-- --------- -- ----·- - --

E ( mm)

lQ

lO

10"

I i

C4 199

C4173

C4204

·---·---- -l ---l- ... , .. C Si Mn P I S

0.22 I 0.13 I 0.77 0.008 I o.o 17

0.23 I 0.14 I 0.81 CJ.o l 0 I 0.020

0.22 I 0.12 I 0.81 0.0 l o I 0.022

0:~;~:0. - 1 :~~~;:; - ~;;r~;~ +-:- :f~hn~~~~ -- -----~--- ------- -- ~ -------------- ----. I

V Nb Cu I ;.Ni I Cr

-- - ------ ,------:--:-··· - --~ --- -0.0 11 ·0.013 0.0 11

. ' r 0.000 0.001

I o.OI91 q.o 191 o.oo7 1 o.oo5 \ o.37

I

0.000 0.001 o.on

I 0.000 0.002 0.039 I 0:0191 0.013 0.005 0.005 0.37

I

0.593 0.593 0.593 .

0.599 0.595 0.596

0.595

594 624 612 619

590 619 610

665 684 685 689 654 687

679

1.12

1.10

!.12

!. I I

1.1 1

1.11

1.11

8.0

8.0

9.0 9.0

9.0

GOOD GOOD GOOD GOOD GOOD

9.0 GOOD

8.0 GOOD

~ ____ I_ ---·------ ·---- , _______ , _________ , _____ _j_ __ --- .. I _~ L~_ l - ~LJ -.J --~ . . ' _ __ , ______ _J__ I

!o\ 1 ~01 A I NA I!HIT V

128 ?

Note for I SOI!l~C !7025:2005 :

We hereby certify that the material described herei!l has been made to the applicable specification by the process mentioned below and tested in accordance with the requirements of the contract specification.

DR EF/CC - RM (QST) QATAR STEEL REBARS ARE FREE FROM HARJVIFUL RADIOACTIVE ELEMENTS lYlanager

· ·. 1so "'-'35-2 nsoon-n. ,__,_s--rl\ r .->..<><5 GRADE Go & s."-.so 211992 Technical Department

fl]lfp;L 7 z 1 QATAR sTEEL z z-z.z zz z 1 v ZZ·It·ZIZ zz.z-z~QATAR STEEL coMPANY cQsc) ,. . BS -'-'-'9:2005 CVR ... ,:\..J:>E B500B

. :-7lrcL . ·I l l QATAR STEEL l.Z.I.Z I IIIII I I.Z 1·1 I I I I.Z.Z ·:. PO B~~: _689, Doha, Qatar BS -1-'-19,::!0<>5 G RADE BSOOC' - e J. 44778778

Samp!ing, Com pliance Statement ,Opi nions & Interpretation arc out of the scope of ;tccred itolti on. , t:za~TAR~§.:tEEL/:/Z.:lZ!Z"£.7JZl:ZZZlZ1Z.zz7_S Page I

TEST CERTIFICATE [TT'> ~;r ,~ ~ ' & ~t -~

' J_ ' 'i I \ j I !-. L ·--=---- •. _,-~

O.A~T.AR STEEL Cont.ra:;:t No 5790

Custo:n1er TEYSEER' BLDG:' MATERIALS & TRANSPORT CO. (W.LL J Manuff;ct:.;,·cr/Supplier

Con1n1odity Specification

Des!!nation

QATARSTEEL COMPANY (Q.S .C)

HIGH YIELD STEEL DEFORMED BAR

BS4449:2005 GR13500B 12 MTR STRAIGHT

DOl--!.A ,QATAR

.. ,. ~

Date: 02 SEP 2015

Del ivery No: 1601 277

S Tensile Test l z E

(mm)

i2

··-; '-'

lZ

Charge No Chemical Composition( % ) ·

Mass -~ - YS Ts -T-·fs!Ys --- . - j

Agt% ~BOnUm :

11 o - ~ GooD

c Si Mn p s v Nb Cu N i Cr Mo N CE kg!m J .. ------1· Mpa Mpa I

., . -1-C4534 0.23 0.14 0.78 0.01 2 0.022 0.000 0.()0 [ 0.0 19 I lJ.CJ37 0.0 J3 0.02:' 0.007 0.37 0.856

0.859

0.860 0.857

0.858 0.860

0.860

0.856 0. 860

I , ~ ~~~4~ - · 1 632 1.15

1 556 632 1.14 ! 10.0 GOOD . 556 622 1.12 i 1.0 GOOD

D7 J5 Y 0.21 0. 14 0.77 0.017 0.016 0.014 0.000 0.000 i ().() J 7 0.030 0.002 0.007 0.35 550 535

566

538

531 540

624 1.13 10.0 GOOD I

D7i60 o.24 1 o. 15 !

0.78 0.020 0.016 0.019 0.000 : 0.004 i 0.0 i 6 0.030 0.002 0.007 0.38

602

629 626 617

626

l.l 2 1.11

1. 16

1.1 6

1.16

1 1.0

9.0

10.0

1 1.0

10.0

GOOD

GOOD

GOOD GOOD

GOOD

I

_ ___ ! _ , I ... ... . ... . .. _____ j_________ _ _____ j____ _ _____ l ____ .J __ j _____ ---We hereby certify that the materia l described herein has been made to the app licab le specification by the process

mentioned below and tested in accordance. with the requirements of the contract specification.

,,. -----~&.._. ( -DR EFiCC - RM (QST)

//'~- ,=.£~~' ! p.{.f;~ ~c r;:-~;..,..~)-~~ -~;;_~'- ··n~~ /?.,- ; ·~~ . : JY""~ ···ll \ ..... ,, "'b- .,._.' • \"' ~ : - 'p . • ~ ' ·T·-·~· ;. '-:1 -:: ;; )l _;:; . J' \,~"""" 1/_t!.rr.< ~-._c.!:!..!::~-::;.. ""~(~~_!l!,~\1'·~ 1 '~~~trf:~\) t;r __ i <>~;r.:.::ll~!>!.o. t illiit r1to nccr . ·;:ii~rn.~J.E'S1· ~·!5!""',~r")l:.-' 1 1:,.~~~!r \'::::::' !I sA so ~),""""""

~ 1 ' '· '~~.'."."" 1 u~ ~ · 1 O_uAL~T_Y -~~( -~~:.:2"~:!"'!':!.'.:.0

QATAR STEEL R.EBARS ARE FREE FROM HARMFUL RADIOACTIVE ELEMENTS Manager !.""·' •·''-'"-2 Bsoou-.r<. '- '-"'Tl\r ,'-<' ' s Gr<.ADE <><> & s .... so 2 t .t992 Technical Departn1ent

flT!i9.b I !7 QAT&~-!~fi.llliJll1-llZ I·D·Z OllH~QATAR STEEL COlVlPANY (QSC)

'. //DCL • ·/ //QATAR STEEL//// ////////·//.Z /1//{Z:': PO BOX:689, Doh~, Qatar u,; -'-'-<<J ::!oos GKA.DE usooc Tel. 4477877 8

Note fo r ISOIIEC 17025:2005:

Sampli ng, Comp liancr St:-stcrnrn t .Opiuions & Interpretation arc out of th e scope of <iCcn.•ditation. .:~_ j_p.A !!\R f2T~fi:h/"'!//.V Ll.LJLf/./L}_0Lf_dZl3 Page I

... ' : .....

Contra>.:t r~v -uston;er

IvhmuL;ctu:er/Supplicr

Ccn1n1odity Sp~cific~!tion

f) estinatio!-

TEST CERTIFICA1,E

5653

TEYSEER BLDG_. MATERIALS & TRANSPORT CO. (\~'.L. L. ;

QATAR STEEL COMPANY (Q.S.C)

HIGH YIELD STEEL DEFORMED BAE

BS4449:2005 GRB500B 12 MTR STRAIGHT

DOHA ,QATAR

......._

.:·<"'·'·

[1 rr nt .~J

c.Ll--·) _ _Lu _J--.b .!.;.,,

QATAR STEEL

Date: 04 JUN 2015


s Tensile Test i z E

(mm )

14

Charge No

c Si Mn

D4253 0.23 0. I 5 0.79

Chemical Composition (%) Mass YS

Cr ! Mo

I p s v Nb Cu · Ni N CE

·i · kg/m I Mpa - _J _____ _

0.029 0.029 ' 0.00:2 0.01 I 0.022 0.020 0.000 0.022 0.008 0.38 !.168 I 590 1.172 593

1.176 1 6oo I

I

I I I I

I ' !

I .1: -· _ -·--·--L - -

TS

Mpa

667

666

675

We hereby certify that the material described herein has been made to the applicable specification by the process

:~- ~Q'~ i ~~~ ' /"'~--.~""' I )'(';<-. ~\\,

/~:1_ ~i~~~:~]:~lw\~ ~~1r~$~ A.=•=·" -.. .. l.~~~jol)i;'ll' \ ~-t~· · jJ

!._. B-174-TEST -ouq:-::~.:, 11 , -. 1 ~ . 1:··.'. J

No"' for ISO/!EC 17025:2005 :

mentioned below ;l!1d tested in accordance with the requirements of the contract specification.

·~; f(~)~ ~' • c.>~l ;;...,::.~.<.

USA .; ; . ,.. . .;""':· ... ~[sAso ~ _i ~~AUTY ~:~~

PRODL'CT CO\fOKMITY

DR EF/CC- RM (QSTJ

QATAR STEEL REBARS ARE FREE FROI\<I HARMFUL RADIOACTIVE ELEMENTS

Samp lin g, Compliance Statl'm~n t .Opi nion~ & Interpretation arc out of the scope of accreditation .

TS!YS

1.13

1.12

1.1 3

Agto/; 'T BD/lillD ' I

9.0 GOOD

9.0 GOOD

9.0 GOOD

I

l_ ·-- -jd

-~~

Page I

..... .-.

·,·.

.~-- ~

TEST CERTIFICATE [\f .. I

cl---:\:-_j ____ JJJ j_j.:::::L!.~

Cont:·act Nt~·, 5790 QP(>.TAR STEEL

Ct!stornc:·

iV!G rmr3.c,tt• n:r!S u ppiicr

Con1modiiy

TEYSEER BLDG. MATERIALS & TRANSPORT CO_ (W.L.L.) QJ\TJ\R STEEL COMPANY (Q.S.C)

1-f!GH YIELD STEEL DEFORMED BAR Sprcifica tion

Dcstinution

1- c:: --

I 7 Z Churgc No ,,

(m m )

!.G C4 i 03

!() C4 1 04

i G C4) 06

16

l_ _

BS4L149:2005 GRB500B 12 MTR STRAIGHT

DOH!\ ,QATAE

Chemical Composition(% ) Ma-ss-- l Ys Tensile Test

Date: 14 AUG 2015


TS I TS/YS Agt% I BDIRBD

0.22 I 0.13

C I Si I lVIn l~ -y-- S - -v --- ~ Nb 1-ci:i --Ni Cr Mo i

-- . - o.ow 002 1- -000o l~wo; ~ -QQ5Q -6C~3 QQ;; -Ooo/ (l_75

. -J~-- _l ~cE---~-- ~c~m- _r-MraT-Mpa

0.006 I 0.35 I I .534 J .536

562

0.24 I 0. 15 0.82

0.22 I 0.13 077

0.24 I 0.15 0. 79

i

o.o ll I 0.023 I o.ooo I 0.002 1 0.050 0.020 CUl 18 I 0.005 I o_oo6 0.39

i

1.530

l.562 1.524

1.552

546

547

548

535

0.0 i I I 0.024 I 0.000 I 0.001 ! 0.047 0.025 o_o 17 0.005 1 0.007 0.36 1.549 535

II L538 526

549

- J .545 539

0.0 12 1 0.021 I 0.000 I 0.00 1 I 0.042 0.01 9 0.012 1 0.004 0.006 0.38 1.553 547

L547 545

J 1.544 538

- - ··--- · 00 00·••• ··-----· - OMO -·- - -------- --- - - -· - - - - ·----·

We hereby cert ify that the material described hert.'ia has been made to the aiJp licab ie specification by the process mentioned below and tested in acco rdance with the requirements of the contract specification.

DR Ef/CC - RIVI (QST )

656 642

644

636

632

638

63 1

624 63 1

634

638

630

1.17 1.18

1.18

1.16 1.18

1.16 1.1 8

1.19

9.0 GOOD IO.O GOOD 10.0 GOOD 11.0 GOOD ILO GOOD 10.0 GOOD I LO GOOD 11.0 GOOD

GOOD GOOD GOOD GOOD

~t-~ .cT'Df

10 r/ · ~~

Ln-174-TEST ~

QATAR STEEL REilARS ARE FREE FROM HARMFUL RADIOACTIVE ELEMENTS Manager - 1so G'>ss-z n soon-R '--'-ST l\ r .·'-<'1=" GR.--u>E '"' & sAso z r199z Technica l Departmcnl uJjg ___ uz O:ATAR ~tEEL zz-z.zz; zz m ;.z z.z ZJitBJQATAR STEEL COMPANY (QSC)

..BS ""'-'-'-~l:2005 G.R...-\...DE BSOOU.

Not e for ISOflEC 17025:2005:

Sampling. Complian ce Statement .Opinions & Interpretation are out of the scope of accrctlit~ ti on.

:) / DCL ~ • I / I QATAR STtEL /.Z./.Z ////////-/ /·/ /// /·/-/ ':, PO BO~X : _689, Doha, Qatar HS -l-1-19o200o" GRADE B o"OO <: 1 e i. 44778778

:~_]_ aAi"A~~s-TEE.J:ZlZ!lZZZlZ!--Z!ZlZlZZZl_zf3 Page I

.~.t·~· '; ;! I , .. -~ ..

· ·-1

TEST CERTIFICATE

Contract No

CEs ton1cr

i\ll.anufacturcr/Supp!icr

Commodity

Sp12'!:ificaticn

Dcst!na i:ion

s

Z :Charge No

5790

TEYSEER BLDG. MATERIALS & TRANSPORT CO. (W.LL)




DOHA ,QATAR

Chemical Composition ( o/o}

E (mm) C Si Mn ~ ---p

i s V Nb C u N i

20 ! C4 197

I I

0.22 l 0.13 ;

0.77 i 0.009 0.015 0.000 : 0.00 l 0.012 . 0.012

Cr

0.010

zt: ( ! C3747 0.23 . 0.14 0.80 0.010 0.017 0.000 i 0.002 0.003 : 0.009 0 .0 11 i I

i .

Mo N

0.003 0.003

0.003 0 .004

.-------,

_Mass - r--·:y.s·-CE

1_ kg/n~ ~r --Mp: __ 2.375 I 521 0.35

2.368 515

2.385 527 0.36 2.388 557

2.403 595 2.396 559

!fijj· 1:,< l;i ~ ,1_, '\l._

J ' ~ I' 1 --~ ,;;.._ ( --;; ______ ]_ _, J.---·--_;;:;_1

QATAJ~ STEEL

Date: 30 AUG 2015


T ensile Test I TS_-~ J-TSNS-~- Agto/o- -BDIIB3D I

M~ l I

609 +-- ~_!;·- I 11.0- --C,-OOD i 613 I 1.19 11.0 GOOD .

613 I 1.16 i 1.0 GOOD

642 1.15 I 10.0 GOOD 677 I 1.14 9.0 GOOD 650 1.16 10.0 GOOD

I

: I . I I 1 l i

j -- -- - ' ' - ---- . ·' -- I __ _1_ .. --- -- -- -. -- J.. . --_____ ! ______ ___ ! ___ L

:>u :. TA!Nf'I\H~H'r

1 ~· ':!=·

Note ft ~r· lSOnEC 17025:2005 :

We hereby cert ify that the mater ial described· here in has been made to the app licable specification by the process mentioned below and tes ted in accordance with the requirements of the contract specification.

DR EF/CC - RM (QST)

Sampling. Complian ce Statement ,O pini ons & lntcrprct~1tion arc out of th e scope of accreditation.

•.

I

__ L --~ -- I /.I

------¥:'' ·~.

Page 1

,1'-- .. ..., ..

.;,

TEST CERTIFICAl iE I!&UHII!ISJ4l!iii6UCS LJ!l- ;&::a. WUS:::S:<M:t<lli!•es:c:

[lf . · i - I I . 1 !--., .i· (.,..,.~-~---~1 _r -·--····-·····- .1

'· C ;nlr<!ct l'·Jo 5790

QATAR STEEL Cus torner TEYSEER BLDG. MATERIALS & TRANSPORT CO.JW.L.L.)

QATAR STEEt COMPANY (Q.S.C) M a!Jufacturcr/Supp!icr

Commodity HIGH YIELD STEEL DEFORMED BAR

Spec ~fica tion

Dcstin!i tion

BS4449:2005 GR13500B 12 MTR ~TRAIGHT

DOHA,QATAR

Da te: 16 AUG 20!5

Delivery No: 159 1900

s

z E

( i1l 111 i

25

25

25

Charge No

c

06563 0.2:?-

D6707 o.n

Chemical Composition(%)

··--si---,--M~l- ·-! ·- ·15· ··--r-··-s··-- 1 v

I -- -- 1--- - ... -~-0.20 0.80 0.013 0.021 0.012

0. 14 0.77 0.014 0.018 0.015

Nh I Cu . T-·NT·--,- -(S.

-· -·· -- ~ ··-··--·-1-···- ... o.ooo I 0.0221 0.027 0.030

I

··l'vi<~- · r- ·N T c

0.000 0.007 0

0.000 I

0.006 i 0.018 0.033 o.ooo I 0.005 0

·l ----··-· Tensile Test ------ I r-

Mass YS TS TS/YS I Agt% I BD/RBD

. ·····- ----- ····-·--- -----E kg/m Mpa Mpa

- · · - ----- ·---37 3.726 530 642 1.21 10.0 GOOD

3.7 19 526 636 1.21 10.0 GOOD 3.719 529 642 1.2 i 10.0 GOOD

37 3.776 555 654 l.l8 10.0 GOOD 3.775 570 658 1.1 5 10.0 GOOD 3.762 558 656 l.l7 10.0 GOOD

06686 0.211 0.19 o.n 0.0 17 I 0.022 I 0.02 I I 0.000 I 0.02 I I 0.02 I I 0.031 0.00 I 0.008 0 38 3.735 561 653 1.16 9.0 GOOD 3.729 573 656 1. 1.5 10.0 GOOD 3.731 564 655 1.16 10.0 GOOD e'

L .... J _. ___ L _____ __I ___ L _____ l _____ L ___ j -··- J l_ · -

We hereby certify that the material described herc:in bas been made to the applicable specification by the process mentioned below and tested in accordance with the requirements of the contract specification. ~~ ~r,•-,.

~_r_ .... DR EF/CC - RM (QST)

~--- . .. - ~ , ... ~~ (ii>, ~- --.) ,

' ~ --~-~ I ' ·. lF::~_,,~ ~ .,, ·_;ll I 8 ; ~ I' ,,,~ ,-,lf'i'l>"r..Ti~~~;n ' if.! fAF:lP.'l'fi) I • 1' ~~~

:f DAC "(T\l<~!lclTh p u i.C iiJl J l~ U~~·~~t.~! ' I \If Qol~f J..o~ ~ "'1-""'''<ll<~ ~-"'~~ ,. , ... ,, ' SASO Lll-!74-TEST ~ --~-- ""'"""'" . ' : " IJ ~ r~~"!t~IIWI" __::_:~ ·- _ OUAt.ITY MAR_K

QATAR STEEL HE!lARS ARE FREE FRO!\'! HARMFUL RADiOACTIVE ELEMENTS Manager xso 6935-2 uso,rs-R '-""'Tl\ I A6J.s GI·t.ADE 6o & s..o.so 2/1992 Technical Department

rU ocL 7 /Z oATAR srEEL Zlliiii!Zlll-li·IIIIFTnQATARsTEEL coMPANY (Qsc) HS -&.4-19:2005 GI-L-\..DE BSOOB

:·77DCL • • ///QATAR STEEL /{1·/////////·//.Z////{/~ PO B~X:_689, Doha, Qatar B S .<.J.J9,2H05 GR.c"I.DE B500C' feJ. 44778778

Note for 150/IEC ! 7025:2005 :

Sampling, Compli~HH.'C Sto.'ltement ,Opinions & In1crprctation arc out of the scope or :1ccrcdita1ion. :r 7 0ATAR .. ST.EEL Z.f7.T7"'Zl_·-;;;;rr-/T.7727ZlZ1Zl_q .,. " . ..... L .. -----------·-··-.ZL ... :.lLJ.L..J.Z_f~ - · I a0 t: I

:,;;-·. ' ,

Cnn traci T~o

Cu~to 1ner

Manufa:.:iurcr/Supplicr

C::Jmmodity

Specifi ca tion

Destination

.. :· { .. ;f

TEST CERTIFICATE _ wa ;cw t rm

5790

TEYSEER BLDG. MATERIALS & TRANSPORT CO. (W.L.L)



BS4449:2005 GRBSOOB 12 MTR STRAIGHT

DOHA ,QATAR

--··: :~:: 0 ·-.:...: · - · . 6--0 H- •

(lJ '

J_,i-l__l i I. j ____l-=>__0

QATA R STEEL

Date: OS AUG 20..15

Delivery No : 1587754

s Tensile Test

Z Charge No E

(mm)

32 I D6299

32 D627 1

32 D6298

Chemical Composition(%) .. YS TS

--c-r -s;··--

0.23

Nb -- -cul--f:J"i -e:J~-~o-- 1---- N

O.o.nl o.o~~ · c;_~3o I o.oo~r o.oo6

Mn v

0.000

p s - -~ - -----1

0.02 1 0.20 0.79 0.015 0.016 0.37

Mpa Mpa

539 652

537 649

548 666

0.22 I 0.19 I 0.80 I o.o 17 I 0.020 I 0.018 I 0.003 I 0.027 I 0.025 I 0.0321 0.003 I 0.008 0.37

6.096

6.099 6.084

6.082

6. 101

534 646

o.22 1 0.19

-- · _ _I -

0.74 o.o 19 I 0.017 I 0.016 I o.ooo I 0.002 I. 0.0:2 1 0.030 I o.ooo I 0.006 0.35

6.088

6.087

6.068

6.095

539 651

533 649

536 654

545 656

551 663

. ' I I - · ·---~--- ] -- ·-- ----

____ I ___ _]______ __ __ _j __ _l_ __ ___ L _ ________ _ We hereby cert ify that the material described herein h<:s been made to th e appl icable specification by the process

mentioned below and tested in accordance with the requirements of the contract specification . . . · DR EF!CC - RM (QST)

1S/YS Agt%

1.21 9.0

1.21 10.0 1.21 9.0

1.21 10.0

1.21 9.0 1.22 10.0

1.22 lO.O

1.20 9.0

1.20 9.0

BD/RB D

GOO

GOO

GOO

GOO

GOO GOO

GOO

GOC

GOC

D

D

D D

D

D

D

- ------- --------

c~-QATA!< STEEL REBARS ARE FREE FROM HARMFUL RADIOACTIVE ELEMENTS Manager

·j ..)

1so 6930:-2 Bo:ooB-R ,_.,.:5-rl\ r .->.6Is GRADE <>o & s.->.so 2/J.992 Technical Department

U?ocL 0/oATAR STEt:L //}//777/ZZZ.IRIZZZ-fljQATARSTEEL COMPANY CQSC) BS -1.-!--S-9 :2(10.:::; C;R.A.DE B~OOB

'· // DCL • ·/I I QATAR STEEL Z./}/ I I I/ ////·/1·1 1 j 1 /.Z-/ '\ PO BO::c _68 9, Doha, Qatar BS -1-1--19 :2011:> GRADE Bo>OO C' 1eJ. 44778778

Note fu t· ISO/!EC !7025:2005: ;:- -- --aATAR sl-'f'E-L z.l7-tZ7"7T7T-7.ZfZb?____!ZlZlTZl_"Q , , ..... L ... _,._ .... ,.~.---·-· -·-~·-----·-(/.'.........f£_/..L.L ~ ) I agco J St~mrli ng , Compliance Siatem cnt .Opi nions & Interpretation arc out of the scope of accred itation.

·., I

Contract No

Customer Manufacturer/Supplier 1

Commodity Specification

Destination

. ..-.•.

TEST CERTIFICATE

5441

TEYSEER BLDG. MATERIALS & TRANSPORT CO. (W.LL) QATAR STEEL COMPANY (Q.S.C)

HIGH YIELD STEEL DEFORJ\1ED BAR. BS4449:2005 GRBSOOB 12 MTR

. DOHA,QATAR

- ···. _JI,

llf • J " I I._, t; c ·-;~--L. ___ ijj _,1---...C:L£'!

QATAR STEEl ..

Date: 11 JAN 2015


1

--sl .. .. . -------- --- .. ---.. . ----------.. ---------- .. -.. __________ .. - .. ·-........... ____ _____ --... . ___________ .. ..... , .... .. _______ _ I Chemical Composition(%) ~ - - ---- -- --

1 1 • Masc -;1 Tensile Test ,----

TS TSIYS Agt% BDIJ 1 YS I Z Charge No • ! v

I (;m) c-: r. sr·- -MfiTP" -· ,- s v- I Nbl·-·c-;;-- Ni ·-· ci- -Mo . ··-N-- -- CE_f_ lcg/m -

·-· ---- ___ ],,,,,_ ..

~ .

- . Lll-174-TEST

I J Mpa Mpa

535 639 1.19 5.0 GOOD

I I ' I I : I I i I I

i

I I

I • .. 1 ... -

I . I I i I 1 I ! ' I i

!

I I I I

i ; !

'. - i I

I I ! I i : I

_j_ _ __ _ ___ _ .. __ _l _______ .l __ ____ __j_ _____ __l . __ _ L ___ L ____ J __ __ __ l__ _____ L L __ __ __ · ·j__L ________ We hereby certify that the material described herein has been made to the applicable specificat;.)r: a.nd tested in

accordance with the requirements of the contract specification . ~ -c~-. DR EF/CC-

QATAR STEEL REBARS ARE FREE FROM HARIV!FUL RADIOACT!VE ELEMENTS Manager a_S.150 6935 .. 2 1 ASTrv> A 615 GR 60 1 ssA 21:,m;iz Technical Department

ZZo_g_L ___ zu a.8"J'~R.. -~'i5.5...'-=~l.ZZIZZZZZLLZZZ:ZT-LZEEZ!-.I QATAR STEEL COivlP ANY (QSC) B.S 4-<149:2005 GRADE 13500'8 PO BOX 689 D h Q 7TocL··l//OATARSTEEL/•/-/-/tt/////t·/Z.X/t/77T7',: : , 0 a, atar

s5· ,.....,9 ,J:9 9 7 GRAoe 4Gos Tel: 44 778778 Note for ISOIIEC 17025:2005: • ) 7 }

: 1 1 uc..;L • .r /.r v.A' AH ~ • t:t:L r r/-/.1 II/ I/ II•/ -1·/III/'1-1 ', Sampling, Compliance Statement ,Opinions & Interpretation are out of the scope of accreditation. Page 1

ij.

:· ·1 ,·•;

~~;

Contract No

Customer


Commodity Specification Destination

s I z E

(mm)

10

10

Charge No

c

D2037 0.21

D2090 0.24

l .. ----·--- -----·~---

~ "

( LB-174-TEST

'TEST CERTIFICATE

5561

llf • cH. ..... L . ....JJJ J___L~

QATAR STEEL

TEYSEER BLDG. MATERIALS & TRANSPORT CO. (W.LL)

QATAR STEEL COMPANY (Q.S .C)

HIGH YIELD STEEL DEFORMED BAR BS4449:2005 GRB500B 12 MTR STRAIGHT Date: 08 MAR 2015

Delivery No: 1480529 DOHA,QATAR

Mn ___ T ___ P

0.12 0.77 0.011

0.13 0.79 0.012

I

-·---~----- ·--

Tensile Test Chemical Composition(%) Mass YS TS I TSIYS Agt% BD/RBD

s v---r-Nbl-cli-r-r::~r-1 -·cr--- 1 ---±vro __ N ___ T --CE I kg/m I Mpa I Mpa I , _____ , ____ ·- -+---+-·----- -1---+------1--- -1----+ -t------;1----+-----l

0.0 17 0.009 0.000 0.019 0.020 I 0.035 0.000 0.008

0.020 0.013 0.002 0.044 0.027 I 0.032 0.001 0.007

0.35

0.39

0.592

0.598 . .

0.592

0.593

0.593 0.596

584

600 584

610

593 593

654

697 655

696

665 675

1.12

1.16 1.12

1.14

1.12 1.14

9.5

10.1 9.7

9.4

9.1 8.6

'?/ ,_;; ,;: ':\-~\ ! ( -~) ·- .. ·\ ' -" .: ,, ; ~ : . ·, - 1

<;- • I "!•'

GOOD

GOOD

GOOD

GOOD

GOOD GOOD

- ----·--·- ....... / ____ ____j I

. l' s t /''" ~- .-'\-::? --. " -/ t:: /~ ,\ ';'L -t; ·•'-.. . _./-, ··~11

I ·\~~~ <:-' =- -;:, ::-: -. "./;,;. __l ' ~- ' ,. " we hereby certify that the material described herein has beenmade to the-ap-piicable specification by the process -~~~-~'-~~

mentioned below and tested in accordance with the requirements of the contract specification. ....__~---· - . · . :.. DR EF/CC - RM (QST) . . c»....-

QATAR STEEL REBARS ARE FREE FROM HARMFUL RADIOACTIVE ELEMENTS Manager

~;,.~r....,:;..;

SASO QUALITY MARK

1so 693;;;-2 B5ooB-R IA.5T:r> :c A6~" GRADE 6o & . s.A.<;o 211992 Technical Department

~ / / DCL ///OATA~ STEEL ((}////J/1//·/./·/////·/-/jQATARSTEEL COMPANY (QSC) BS ~9,200:- C~R.ADE B:>OOB . . ·

1//DCL • ·///QATAR STEEL/{/·///////////·/////{/(; PO BOX:_689, Doha, Qatar ss -'-'-'9,2oos GRADE s,ooc TeL 44778778

Note for ISOf!EC 17025:2005: f7~"TJ\R-Sl-E:E."LZ:/Z12lZIZ/7!Z17TZ/?TZlS Sampling, Compliance Statement ,Opinions & Interpretation are out of the scope of accreditation. Page I

., .. ---

Contract No

Customer


Commodity

Specification

Destination

- - -· ---~ ·-·- - - . s

TEST .CERTIFICATE

5482

TEYSEER BLDG. MATERIALS & TRANSPORT CO. (W.L.L.) QATAR STEEL COI\.1PANY (Q.S.C)



DOHA.,QATAR

I I I Chemical Composition(%) I M Z Charge No · ass YS

R

[lJ •

cJ-l "i ' ''~i QATAR STEEL

Date: 29 DEC 2014


Tensile Test

TS TS!YS Agt% BD/RBD

, E ,~ · -c-~··SI -·iVfil--,-1'--- s ··· T-v- -Ns-~-cUfNi_l_.cr - -Mo--~ ---N ··· --cE~g/m - Mpa Mpa

547

1 I ! 0.879

. I . I t' . i I I 0.881

557 623

633

622

1.14

1.14

1.14

10.7 10.3

10.4

GOOD

GOOD

GOOD 547

I I I

' I I I I I 'I I I I I ! I I ! I ' . I ·1:C~{)c·

i I . ; ; I I I

I I I I I . ... __ L __ _____ l _ __ L _____ _

~ LB-174-TEST

., -o-" ...,.

I I

.... , -) :: I (""' :i I

~ 'f..; • ./ { -

·' I

.1 _ __1 __ L_l __ L_ _ _L _ : _1 __ _~_ ________ -+-:-:--

We hereby certify that the material described herein has been, made to the applicable specification by the process mentioned below and tested in accordance with the requirements of the contract specification.

;~:,_ .. /(/~/

DR EF/CC - RM (QST) ~-QATAR STEEL REBARS ARE FREE FROM HARMFUL RADIOACTIVE ELEMENTS Manager

. . . . . . . . ·. Technical Department QS 150 693-S-2. / ASTM A6~5 GR GO / SSA 2/J.992

Z.?_oc_r.., _ .. :ZZ.Z~..IAf3_s 15,EL.Z/fl.ZZZLZZr-:-27:_27'~-?zz'ur:'"'rz7z77Z-;zr<, QATAR STEEL COMPANY (QSC) as 4449,2oos GRADE asooa PO BOX· 689 D h Q t /./ocL .. ///OATARSTEEL/•/·Z·tZZZZZZZJ~/Z~/Zt/Z~/Z' ; · , o a, aar

ss· 44"l 9,l:9 9TGRAoe .. soe Tel : 44778778

~~:) . --.::::::::::.~

"~~f .... ~ ______ , _ _ _ j ~~~2 d'r ,

~ ~} ' ~. .

~n~f:~~: .:

NoteforlSO/lEC17025:2005: . //DCL · ///OATAR STEEL:/·/.Z.//.//////./•1./·////]·/-/, . Sampling, Compliance Statement ,Opinions & Interpretation are out of the scope of accreditation. Page 1

·· .,,·~.:::::::"?

~!~; i~·~.: ·;.: .. ~ .....

Contract No Customer Manufacturer/Supplier


s I z E

(mm)

16

Charge No

c

E9558 0.22

· ·-· ····-

TEST CERTIFICATE (\J I

J_ .: 'j JIJ ;-6_9

5561 QATAR STEEL _

TEYSEER BLDG. MATERIALS & TRANSPORT CO. (W.L.L.) QATAR STEEL COMPANY (Q.S.C)

HIGH YIELD STEEL DEFORMED BAR BS4449:2005 GRB500B 12 MTR STRAIGHT Date: 08 MAR2015

DOHA,QATAR Delivery No: 1480114

Si

0.15

Tensile Test

Mn p --s·· -,.. ·· v Nb Cu Ni · .. Cr

Mass - - YS - - ~ -- ---TS -- i--TS/YS T--Agt% i I

- N' ----r - cE · J(giffi · -: Mpa ~ --- M:ra.-:

__ J __ +- - ---- -- :~. --- L---+----- .. --l-- --o.oo4 I o.36 ' 1.529 : 576 I 661 [ 1.!5 1 10.5

1.523 i 570 I 663 i 1.16 10.6

I 1.526 . ! 572 661 I 1.16 I 10.8

i I 1.52? i .· 575 661 I 1.15 i 10.7

I ! ! I I

;;f-!~~:~~:

~ .. ((~·o:Y·~: }'-,·..:-~·:: ·-·

I I ' . ._). r· .. :.~ r ·-, . .,. ~ .._

I ; , 4 '~ / --~ ->rJ\>) v

• 1 • : i i · ,..._ : . I f"<:

Chemical Composition (%)

Mo

0.79 0.0 II : 0.023 0.000 0.002 0.029 0.030 : 0.022 0.002 .

m:l GOOD

GOOD GOOD GOOD

L ! : I II ! '-" --...... ~ -·f.-:!

1 ' l l ' o A ·1 " I ; : I I . .(' ..,,~C'- ;_;

.. -. ---- -l_ --- .L___ -- -- .. . -----__ .. . .. _! ______ _ L__ , ____ _ _____ ____ __ _L _______ l ~:1~~~; __ -~.~. t ·~) 't----'-=·-,__,_ _ _ _

We hereby cer~ify that the material de~cribed herein h~s been ma~e to the applicable specificat_i~n b7 the process ~ J,.~ L~:._t·: · •.-._· _ _ . · mentiOned below and tested m accordance With the reqUirements of the contract specificatiOn. . · .. - ,:· ·_. : - ~ . · . . . ,:_.

DR EF/CC - RM (QST) . ' . ;"" .... -_..-.

- -·-· QATAR STEEL REBARS ARE FREE FROM HARMFUL RADIOACTIVE ELEMENTS Manager Iso 693:<-2 BsooB-R tASTJ\.r A61s GRAilE Go & sABo 2/1992 Technical Department

fl/ocL ///oATA~ sTEEL/(-I·ZZZZZ/7//·ZZ·///7/.Z.nQATAR sTEEL coMPANY cQsc) B~ 44-49,ZOO:-. <~R.~E B"OOB . . ·

· /IDCL • ·/II QATAR STEEL /·/}//11/////·/Z.I////·/-/ \ PO BOX: _689, Doha, Qatar B~ _._._.9,2oos G·RA.L>E B5ooc . . . TeL 44778778

Note for ISOIIEC 17025:2005: : ___ f..oATAR-srE:i:~ziZiZJZ~_fZZZ9Zlj Sampling, Compliance Statement ,Opinions & Interpretation are out of the scope of accreditation . Page I

; :1

.... :·:: ,:-q,

:1 .. -t~-f;:, ·.· .

Contract No

Customer Manufacturer/Supplier


..... . :·. -~:t·:·· =.~

TEST CERTIFICATE

5511

TEYSEER BLDG. MATERIALS & TRANSPORT CO. (W.L.L.) QATAR STEEL COMPANY (Q.S .C)

HIGH YlELD STEEL DEFORivffiD BAR BS4449:2005 GRB500B 12 MTR STRAIGHT DOHA,QATAR

-<f

llf ~_jJJJ ~~

QATAR STEEL

Date: 25 FEB 2015


--- ---------·· ·- -~-- --- -- - --· s I z Charge No E - - --- -- ------

(mm) C Si Mn

-- ----- - - ·------------ - --····· -

20 Dl933 0.23 0.12 0.84

20 Dl932 0.23 0.13 0.80

_____ l_ .. ______

Note for ISO/IEC 17025:2005:

j • •• • Tensile Test

Chemical Composi ion(%) Mass YS TS TS!YS Agt% BD!RBD

- - -- ····· p s v Nb Cu Ni Cr Mo N CE kg/m Mpa Mpa

--·- ·· - --- ---- - --- - -- ·-· 1----

0.010 0.016 0.011 0.000 0.000 0.02 [ 0.029 0.000 0.005 0.38 2.382 575 656 1.14 8.9 GOOD I I 2.387 576 656 1.14 9.1 GOOD

. 2.374 551 635 1.15 9.4 GOOD 0.010 0.018 0.012 0.000 0.000 0.02 0 0.029 0.000 0.007 0.37 2.393 584 665 1.14 8.7 GOOD

I 2.393 577 659 1.14 9.2 GOOD 2.396 581 663 1.14 9.0 GOOD

I ' i

~::::---.._ (:':/:: .·· ~ ~:-'..:.: -:·~ ... ~ ~~~-- ..... ..., .. ~ . ........... .. ·~ ·" . ,~ .-. ·. · -.'\ :~ '

·j ·. ~- - . -> J,, ... _ - · _ . ., ,~J

"-..,. / I · f \

"" ··"-·· ..:1 /'.'; • \~-'t -e~:-:------· -"' .. J

We hereby certifYthat the material described herein has been made to the applicable specification by the process mentioned below and tested in accordance with the requirements of the contract specification.

-- . - ....

DR EF/CC - RM (QST)

['29~- lr~ v :~__/ UKAS Qoi~.lf ii.o!li.l;;

_::;·~~!~1 SASO OUALITY MARK

QATAR STEEL REBARS ARE FREE FROM HARMFUL RADIOACTIVE ELEMENTS Manager 1so 6935-2 B5ooB-R tAsTJH A615 GRADE Go & s ...... .,o :211992 Technical Department

(1 I I DCL I I I QATAR STEEL z ll·/1 z Ill I I Z.l 1·1 I II /{/~QATAR STEEL COMPANY (QSC)

BS -4449,200,. GRADE B,OOB

1/IDCL • ·Ill QATAR STEEL 1·1}1//111/1/·//·/////{/~ PO BOX:_689, Doha, Qatar Bs ~~_.9,2oos GRADE B:->ooc Tel. 44778778

Sampl ing, Compliance Statement ,Opinions & Interpretation are out of the scope of accreditation. CZ9"ATAFiSTEE.'-7'lZ1ZlZJ/1Zl:ziZIZ/21ZI~ Page 1

TEST CERTIFICATE

Contract No

Customer

Manufacturer/Supplier Commodity

Specification Destination

r--sr··-..... -----·-- -------.. I Z Charge No

5511

TEYSEER BLDG. MATERIALS & TRANSPORT CO. (W.L.L.)



BS4449:2005 GRB500B 12 MTR STRAIGHT DOHA,QATAR

Chemical Composition (%)

-·---~ - -- ----· . r·--· ·r·----· . Cu I Ni . 1

Cr Mo _____ _[ __ -· -· i ---- ----· - - -·- .

0.016 ! 0.0141

0.001 I 0.003 0.007 I 0.011 0.009 0.001 <:?·-css,s4:o:,[ o

5:J:6 1 p r-s I I

25 C8858 I I

0.026 1 0.020 0.012 i 0.004 0.007 I 0.014 0.006 0.001

. I I

0.22 0.19 1 o.82

I 25 E6571 0.24 0.14 I 0.82 0.007 I 0.018 o.ooo I 0.001 I 0.007 I 0.0161 0.010 I 0.000

25 E6567 0.21 I 0.14 I 0.81 I 0.008 I 0.022 I 0.000 I 0.001 I 0.020 I 0.019 1 0.013 1 0.000

- -·- ···--··

~--·--·--r--=-·-·--

I _ _:__ CE

0.007 0.34

0.007 0.36

0.003 0.38

I

0.004 0.35

I -

Mass _

kg/m .. .

3.725 .

3.709 3.720

3.744 3.746

3.741

3.731 3.730

3.730 3.726

3.699 3.698

3.716

..

llf . t_u _ _w. '--.0 c .. _)-----l----{-

QATAR STEEL

Date : 05 MAR 2015


---- ---·-····-Tensile Test

YS~-~+--· -~-~~~] -TSNS Agt% . BD/RBD

. _Mpa 1 Mpa 1

533 ~·63! I Ll8 9.2 GOOD 534 633 1.19 8.9 GOOD 533 630 1.18 9.1 GOOD

577 i

677 1.17 9.1 GOOD 577 676 Ll7 8.9 GOOD

574 677 1.18 8.7 GOOD 546 647 1.18 8.6 . GOOD 544 645 1.19 8.7 GOOD

546 647 1.18 8.4 GOOD 546 646 1.18 8.5 GOOD

562 661 1.18 8.3 GOOD

561 659 1.18 8.5 GOOD

566 666 1.18 -- . 8.2 GOOD .. ·. ---'----'--:,-:--c-· ....L ___J __j ----·· -We hereby certify that the material described herein has been made to the applicable specification by the process _ /;-..--__ ~ --~-- - ~, . __ < ·

mentioned below and tested in accordance with the requirements of the contract specification. / 1_, • __.. -~~ __ _ •

DR EF/CC- RM (QST) · .• _ • __ .-.. . / :·. ·· _. --.- : ~ -- . _p_...

QATAR sTEEL REBARs ARE FREE FROM HARMFUL RADI6AcnvF: ELEMENTs if i :·\ -;.; Manager

::~~~~

"'~

LB-174-TEST

1so 6935-2 B50oB-R '-"'sTII-r A615 GRADE 6o & s.A.<>o ztJ.992 I ~ ·' -~ T~chnical JPepartment

rJ I DCL Ill QAT!~ :;I~~o~lll:ZlB{Zl II /1~11·1111 Z·(/~;AIARAiE~<gbMPANY (QSC) ·

!llocL · • /II QATAR STEEL 1·1}/////////·//·/////·/i}~~:. JQ~~~.:J89• Doha, Qatar BS -'-'-'9 o2005 GRADE B:>OOC _ . '-?:>-'·}?f.4.LS & '\'f.el.-44778778

[[aAJAR-s~2/ZlZ/ZfZ17Ji//Z1Zo/ZlJ~~ Note for ISO/IEC 17025:2005:

Sampling, Compliance Statement ,Opinions & Interpretation are out of the scope of accreditation. Page 1

• .•·. j.~s.' : : : ·

Contract No

Customer


Commodity

Specification

Destination

s I Z ChargeNo E

(mm)

32 El943

32 E2989

32 El931

c

0.22

0.21

0.23

i ! '

L.__ ___ l_ _____ j_ __________ _

~ . ·'. ; ..

TEST CERTIFICATE

5511

TEYSEER BLDG. MATERIALS & TRANSPORT CO. (W.L.L.)



BS4449:2005 GRB500B 12 MTR STRAIGIIT

DOHA,QATAR

Si Mn p

·-·-·· ,_ _________

0.17 0.81 0.009

0.14 0.79 0.010

0.17 0.83 0.014

s

0.014

0.012

0.012


(

(

(

-·---· ---l---·-; .. .. -- ~---- ---~---- .. ·· ·--- r-Nb""''"cil .. 'NI" i-Cr .. r ' iv1'0'"

00 0.002 1 0.007 • 0.016 ! 0.013 0.001

00

00

0.000

0.001

0.004 i 0.015 0.010 [ 0.000 i I

i 0.015 : 0.0201 0.013

1 0.001

I I i I I

I

. ·· -

f N 0.005

I 1 o.oo4

0.006

, ·.·

Mass

CE kg/m

0.359 6.131

6.135

6.124 0.345 ' 6.092

6.092 • .

6 ~ 077_

0.373 6.146

(5.134

6.128 ·' · .

::· ... ..

: . .

---~~>.:, ._.--- ---~=,--- ···-.

- - ·· - ·- .

y: -_1 Mpa i

I

--i-548 I

543

546 544

544

548

536

532

. 537

Ten

TS

Mpa

651

647

649 637

638

643

633

629

633 .·/

/'.:~~/ i/ /

I rr·,•· . r·;

t <---J .•

..

llf • J

.. . ,_ ·; c.,, ---+-.J__w .J--C:L0

QATAR STEEL

Date: 19 FEB 2015

Delivery No: 14 72862

-"--·-- ·--·- -sile Test

j"is!Ys Agt% BD/RBD

_L I 1.19 9.5 GOOD

1.19 9.7 GOOD

1.19 9.8 GOOD 1.17 10.4 GOOD

1.17 10.3 GOOD i

1.17 10.2 GOOD

1.18 10.1 GOOD

1.18 10.5 GOOD

1.18 10.6 GOOD '

.--• OoJ 0' -· .-::~. :·· ~. _ ... ~~ ' .- ... .. _. ·~· .\

~

\ r> ~ \ ·' - . I ·~ ---- .... j ____ l----:--'-'

We hereby cer::ify that the material described herein has been ma~e to the applicable spec!!lcat_I~n b7 the proc~8 !l\ ~ . _· ·"-. • -~--; / . ..:~ .; · mentiOned below and tested m accordance With the reqUirements of the contract specificatiOn. \ '.<"' '-' ,. _--.. :· :-; .. :-' · .-o'--'.:. · •

DR EF/CC- RM (QST) . \';~(!:~! .r-,.-:: -"- ,J . , ,~:_;. · , . .J>L..

-- -- ·-- . . r ,'f c ~.:

QATAR STEEL REBARS ARE FREE FROM HARMFUL RADIOACTIVE ELEMENTS "-~~'. Manager

xso <>93s-z BsooB-R tA.sTl\·I AG1s GRADE Go & sA.-so u 1992 Technical Department

'·

A.@ ~~~

~ -~~ ] r~ I

V I >-~.-/ UKA ' Q~ f -,,.,,.,J ' ~ ""'!14

Lri,{I_!I~~··~IOU; SAS ·- 0 f/lficl. /77aATAR STEEL //}/J/////l/·/R/11/.j-/~ QATAR STEEL COMPANY (QSC

LB-174-TEST ~IJ~T ... INAIIILitY

120:!2

Note for ISOIIEC 17025:2005:

___ _ _JI QUALITY MARK

Sampling, Compliance Statement ,Opinions & Interpretation are out of the scope of accreditat ion.

us ~9,zvo, GR..<U>E B,.,ooB ., PO BOX: 689, Doha, Qatar .' I I DCL • 'I I I QATAR STEEL /·1-I.Z II I I I ///·//·1///1{/ ') Tel: 44778778

BS -1.-J.-1.9:2005 GRADE B500C

[ZaJ\=fA'R's=f.E:E:l.-ZlZl27Z.lZZr-rZ'-:::>%-r-2)"'7"Mr-" ""7"77717JZZ~ Page I

.. '

•c>····h·" ·

Contract No

Customer


Commodity

Specification

Destination

s I

~

·.·I·!'· · ··.:··

TEST CERTIFICATE

5354

TEYSEER BLDG. MATERIALS & TRANSPORT CO. (W.L.L.) QATAR STEEL COMPANY (Q.S.C)



DOHA,QATAR

Chemical Composition(%) Z :Charge No

. E ;(mm) : C Si Mn p s v Nb Cu Ni Cr I Mo N

. ~·-.......... . ' • . .., .. ~

'·!· i '. . '• I'

;.{ .. }.

. )!~:: ~~~~]~1i~iJi·~!' . · l ·• • . !

llf .- I ·.· . I I .. _..-+,->--J.JJ J :J ..£)

QATAR STEEL

Date: 14 SEP 2014


Tensile Test

Mas> .. r_--Y~ __ :J TS TS!YS Agto/~ -Ti3DrRi3i5"' I '

I I CE kg/m : Mpa ·

I ... ,__ --1-.... .... ---·- '

·I

Mpa

40 E4801 0.22 . 0.13 0.81 0.009 . 0.015 0.000 0.001 : 0.003 . 0.013 0.013 . 0.000 0.003 0.35 9.486 .· ,·: 551 668 1.21

Ll9 1.24

1.21

· · · --· -·t- ----~ .... ; 8.5 I GOOD

40 ' E4799 0.22 0.12

40 E4798 0.21 0.13

Note for ISOnEC 17025:2005:

9.548 . 559 668

0.83 . 0.010 0.013 0.000 0.000 • 0.002 ' 0.013 0.0 ll . 0.000 0.003 0.36

9.5ri 9.543

532

543

659

659

8.7 I GOOD

8.3 I GOOD 9.6 GOOD

0.86 0.011 0.014 : 0.000 0.000 ' 0~004 0.014 0.011 : 0.000 0.004 0.36

9.555 . 540 660 1.22 9.5 9.594 . 543 662 l 1.22 9.3

9.624 . '532 661 i 1.24 . 9.1

GOOD GOOD

GOOD . ~-··- . '

9.620 545 ~.63-~j··,tl.-~2- l 9.2 I GOOD

9.580 542 /~~-~- ' _\}X~~:.- ·: - ~ .8 GOOD

i We hereby certify th.t the material described herein has been made to the applicable specificati~n by the process c· < i_;7S :~

mentioned below and tested m accordance with the requirements of the contract spec1ficat10n. · -<:~·~ . . . DR EF/CC - RM (QST) ---~=-=--- L ·. . .y_....

QATAR STEEL REBARS ARE FREE FROM HARMFUL RADIOACTIVE ELEMENTS Manager aS·•so· 6935-.2 1 ASTl\ll A615 G~ .,;, 1 .s·sA u:i99i Technical Department

ZL!=>.~~- j __ .L_ZoA~B-~Midii·J.:Z '72_2jl);)•lic"lj Zll.Z,z~; QATAR STEEL COMPANY (QSC) as 4449:200S ·GRAOE BSOOB · . . .

Z/ocL .. // /aA'TAR sTEe.L./·Z-Z-Z7fiZZ/'2:'bZiV:!ZZZ·Z·Z e. PO BOX: 689, Doha, Qatar ss 4449'1997 ' GRAoe.<~.Gos • . . .. Tel: 44778778

.Z/ocL · II /oATAR STEEL l·l-l·ZilZZIZK-£ftX·llZ/.Z•Z1 i} Sampling, Compliance Statement ,Opinions & Interpretation ·are out of the scope of accreditation. Page I

.. :.~~~:~(

Contract No

Customer ·1\ra nu faclu rc r/811 pp tier Commodity


·s I z E

(mm)

~ Charge No 1

c'

TEST CERTIFICATE 5056 TEYSEER BLDG. MATERfAl.S & TRANSPORT CO. (W.t.L.) QATAR STEEL COMPANY (Q.S .C)

HlGH YIELD STEEL DEFORMED BAR

EQUIVALENT TO ASTM A615 GRADE60 12 MI"R STRAIGIH DOHA ,QATAR

Ch~mical Composition(%)

si ···Mn . p s ··"" ·v -- ;·<· m · · eli · i Ni · ·c:r ·· r ~1'o !

···•"· .· ··-- · ··~··· .. , .. .. .. ..... ......... ....... .... .... ............ l..

., ~

llf . I

J ! j I H _>---1::,~

QATAR STEEL

Date: 19 JAN 2014


i~~~Ii~-1~~.- - .. ··-- .. - -·-· ··--·· . ~ -· .... .. , .. ~. . ... r .... ·-· ·- ..... , ... ···:··;:;.- --·· ·:· . .. . . .

: YS ~ TS 1 I~Lv , t . !

-- ---~ kg/il1m2 ,·-rg;;;:;mf l · ! .

Bend

. . 'fO B%57 0.27 . 0.16 0.70 0.011 O.otl 0.006 0.015 0.006 ·0.034 0.002 .53 70 12.00 GOOD

We hcreb)' t:cn:ify th:lt the material describe-d herein has been made to the applic;~blc specification by the process mentioned below and tested in ;tccordancc with the requirements of the contr:Jct specification.

DR EF/CC ~ R.M (MA) O .S f SO 1>93>5--Z / ASTM. AG1S GR GO f SSA 2/1992

ZL.o~~TAR s.::rg_Q-Lf..:L/...:z-~-LL'£:ZZ:ZZZZT...::L:Z~ U .S 4449:. 2005> GRADE' IJSOOD

77,..,o=c""L---.-z-r-z7""'"zTo=-:s:..=-=T=s:..=R="'sTeeL Z·Z·Z·I z z z 777'"""/7=77:7Z z z Z·l.Z ns 44il.'9: t :'9?7 on:AOt: A6otJ

:-zzoe:-c:-=:z-oaATAR sTeeL z.z.z.z 111 z 11 z Z-lz-zzz 1 1-z::r..

QATAR STEEL REBARS ARE FREE FROM HAR}..1FUL RADIOACTfVE ELEMENTS

c::~~· , Acting Manugcr

Technical Depnrtrnc.nt

QATAR STEEL COMPANY (QSC) PO BOX: 689, Dona. Qatar

Tel: 4778778

l':lge J

Contract No Customer Mnnuracturer/Su]lplicr Commodity

SpccHkation

Destination

s .. ·- r 1 ; ~ Z : Charge No I

TEST ~CERTIFICATE

5056 TEYSEER BLDG. MATERIALS & TRANSPORT CO. (W.L.L.)


HIGH YIELD STI:EL DEFORMED BAR EQUIVALENT TO ASTM A6I5 GRADE60 12 MTR STRAlGHT DOHA,QATAR

llJ J ! i w J I=:> £> QATAR STEEL

Date : ll FEB 2014

DcliveryNo~ ll9 l724 __ " _____ · · · ----------------T~~s'iieT~t .. _______ ---- ------·.

E ! .............. ............ .. , .. - ...... . I C · Si 1 Mn

. P ~-s- ~,;;"~:;:";~~> Nl'- C, -piOi ___ ;- r::~~;~:~;~~~r- Ei%- i ' BCOd -1 ;(mm) .

12 12 12 !

I .. ·--······ .. l ---· - ·------ .. ------~ ... ............ . .... > . ... .............. !-- ·------+------ ---.-i . .. - ...... L ..... .... .. ~ .-- -- · .. · ----~-----· .... L ... -· - -~: ... ··· - -- -+----- -----~------- ·~-- - -- · Tl5597 0.30 0.16 A5334 I 0.29 ' 0.15 . B5908 0.27 . 0.13 '

o.6l\ 1 0.009 . 0.014 0.014 ; 0.034 j 0.003 ' : i 54 i 65 ! 13.00 I GOOD i

0.'004 ; 0.026 0.0:20 1 0.052 . 0.008 i t ' .$9 . 70 1 12:00 GOOD ; ! • ! . .

0.66 ! 0.010 0.011 0.004 ! 0.013 0.009 : 0.035 i 0.003 . I 59 71 12.00 \ GOOD 1 , · r

I . . . ................... !

We hereby certify t.hallhc material described herein has been made to tl1c: applicable specification by the process mentioned below and tested in accordance with !he rcquircm.cnL~. of the contract specification.

DR EFICC - RM (MA)

QS ISO "''.J3S-:Z F AS'Tl'\;1 A6.l.S . G:R 6Q I 'SSA. ,,:1-.~:Z

:::z:z.§s;:_t,,.=::::z:/~T'A'§ STEr¥bLT-ELZZZ7...ZZLz:7~--LZZ:fl.': DS 4449:ZOOS GAADC:0$000 .-zz ocL. •• ZZ?OAT:ARs'r .. eJ!LZ:ZZ:ZZ z z zzz 11·17=7777 z.zz - ~

OS "144'!11:1.9:?7 Ol'tADE "'GOD

. I I D C L • /~TAR STEEL z;zz::zzzTZZZ I 1·11·1 I II Z·l-Z -:

QATAR STEEL REBARSARE fREE FR0~1 HARMFUL RADIOACTIVE ELEMENTS

I i

.. ,.,,A" _ _ ,.,, ·-· -·- --·-·y ,.,,.._;.,..,._. ____ ~----¥· '' o ••---• ~- ·-

c::= ~,i 7'

Acting Manager Technical Department

QATARSTEELCOl'vWANY (QSC) PO BOX: 689, Doha. Qatar

Tel: 4778778

P~ge · l

- - --------------------

ContrndNo Customer .l\ lanufnctun:~r/S upp'tlc.r


s 1 Z Charge No E

Cmm) '

14 14

B732~

J\6746

c

0.31 0.31

TEST CERTIFICATE llJ I

J ! j Ill, J-_b,..c9

5212 QATAR STEEL TEYSEER BLDG. MATERIALS & TRANSPORT CO. (W.L.L) QATAR STEELCO~fPANY{Q.S.c)

HlGH YIELD S'f1~EL DEFORMED BAR EQl:JIVALENT TO ASTM A615 GRADE60 12 ~ITR STRA fGHT

DOHA .. QATAR

Date : 08 JUN 2014


Si

0.15

0.15

Mn

0.76 0.77

p

0 .020

0.021


s v

0.008

0.007 0.001

0.001

Nb · · ·c:u Ni Cr ~io

¥o0 0 0 . ... ..

o.oos 0.0.10 0.023 0.002 0.007 . 0.015 0.021 . 0J)()2

Tcnsirc Tc::;"t

YS ~ TS . '[{i%

··k£}n1m2 kgimil\:f

60 60

72

71 ll.OO 1 r.oo .

Bend

GOOD GOOD

We hereby cc.rtify that the material described herein has been made to !he applicable specification by the process mentioned below and tcslcd in accordnnce with the .rcquircmcnls of the contract specification. ~· DR EF/CC • RM (rvfA)

QA l'AR S1'f.f:!'.ltEI!ARS .ARt. FlU:E I'RO~I .. HAR:\IFtiL RADIO.-\CTI\'F. f.U:.:\ff::\"rs Man:Jg_cr as •so .,93~.21 AST""' Ar.•s 0 ,...., 1 s .. A :.n 9 '), . Technical Dcp~rtment

]J6¢1;-:::T£7.§.A.'t~!t-=~f:-1,-7Z73.ZZ7Z7.ZTL.:Z..Z::/.ZZZZ~7J.: QATARSTI~EL COMPANY (QSCi us dA4?<.t<>OS ORAD!: asoou · PO OX 6UC'' D h Q 77ocr.-::·.:zz70i>.'T'Arn3tFEr?·T/ITTZZ777FT7-777LT-T7"- ll : n:~ • . o a, alar 6~ ""'""''"!>7 (.\,.A Of: .. ....,... Td: 44778778

1'.'•>~< ror NmF.c J7(l~s,1oos, -zzo-cr:-;, ··-zzz-o;.---r'A .. R'~sT"E·el::z:zz:zzzTT!Z7Z.T7-TT77CTT · Sampll11~. Compll•·nc-. Sl•tomrnt .Opinion.< & fnl. rrv·r~lalil)n >rt out vrtb.r SC<>p< q( ;m:r«<ll•tlon. Pap.: I

Contract No Customer Manufacturer/Supplier

CQmmodit)'

Specification

Destination

s l

~ Charge No ! ..... .

(rnm) ·. C

16 16 16

D4319. D4326 D4323

0.30

0.28 0.29

TES·T CERTIFICATE 5141

11~YSEER BLDG. MATERIALS & TRANSPORT CO. (W.L.L.) QATAR STEEL COMPAN"'Y (Q.S.C)

HIGH Ylb'1 .• D STEEL DEFORMED BAR EQUIVALENTTOASTM A.615 GRADE60 l2MTR STRAIGHT

DOHA ,QATAR

si T ·Mn --:· -- r--· !

0.17 0.75 0.009 : 0.17 0.70 0.012 0.15 0.7I 0.013 .

Chemical Composi.lion(%)

...... ....... . - ·c· .............. - ... - - ..................... ., . .......... . , ............... .......... ~ .. --···--- . .. ..... ... . S . V Nb Cu · Ni Cr Mo

I. I . .. . ..... ,. i... .. .. .. .. .... ; .... ············ ......... ~ .................. .. l ...................... - .................. . ...... .

0.027 0.0 I 3 ; ; 0.094 0.!>46 1 0.032 : CL008 0.018 0.014 . i 0.013 : 0.022 ! 0.024 ' 0.000 .

0.026 . 0.0!3 . i 0.065 ' 0.035 i 0.028 0.001

OJ I

cJ!1 lUj hf:>

QATAR STEEL

Dat:c: 24 MAR 2014

Dclh·ery No: 12275.50 • '> 0• '0 '"-' •'' 0 0 ~ ·· ·-•• Oo•o• 0 '' 0• 000000000• 0 O~OoOo-Oo 00. -•0 • ~~ · OOo oooo• M OH

Tensile Test

: --- ·· · - T --vs --T --·-:rs- · ··r-"ErF;~~--~------- ··r-·ncncf'' · ·····--·----- ·····----·-:........ .. --.. J. . ............ -:

i kg/mm2 ' kg/mm2 : I .

12.00 13.00

.... ___ ..... _____ -·--·-·----·· -----· ---- --·- ---------.. , ......... .

GOOD

C'.OOD I GOOD

\Vc hereby certify that the material dcsctihed herein has been made !o the applicable specific~1tion by the process mentioned below and tested in accordance with the requirements of t.he conlr:~ct spccific:tti<.m.

DR EF/CC • RM (QST)

QS. ISO &935-- Z. / AST'f'\.lt A 61 'S GA rGo / SSA 2/:1.D'9.2:

:_z-z~l?...9..h. _. __ 7..ZZ:.9_AT,i.R_§!.TEE~-ll.:Z:Z.ZZ7-.:z7JJ.:Z.:.Z2.:ZLLZ/.:ZZ:. B:S 4449t.200S GRADE BSOOI),

~777-o'AfAR.sfE.i?tc·z:v:z77ZZZZZz~zz:zz'Z7"""J:ZZ:-ns 444.9t1997 o ·RADC -"-GOB

7Zi5'C[L • /r-:Z-y-,/~O::-cA:-:T=-:A:--::R=-=srii.EL777=777/J77Zz:77:z?Z~.

QATAR STEEL REBARS ARE FREE FROM HARMFUL RADIOACTIVE ELEMENTS

Manager Technical Department.

QATAR STEEL COMPAK'Y (QSC) PO BOX: 689. Doha. Qatar

Tel: 4778778

r~s~ 1

..

ContrnctNo Customer

Mnnufncturcr/Supplicr

Commodity S pt~ c iff cation Dcstlnntion

s " l r i ~ • Clmgc No j E L . .

(mm) i C

18 18

,t\6961 B7532

0.2H 0.30

TEST CERTIFICATE

5212

n~YSEER BLDG. MATERIALS & TRANSPORT CO. (W.L.L.)

QATAR S11!EL CO;r...fr.I\NY (Q.S.C) Hl.GH YIELD STEEL DEFORMED BAR EQU1VALENT TO ASTiv1 A615 GRADE60 12 }.1TR STRAIGfff DOHA .QATAR


Si . Mri ·- · P ·; · -· · ~;- -· ~ ·-y · . -- :Ns···-·· cu· Ni. cr 1· Mo~ .. ; .. ! .... .......... ·.

0.13 0.14

0.71 0.012 I 0.010 . 0.001 0.74 0.013 O.oJO • 0.001 I

0.011 0.012

. {).015 0.019 : o.:ooz /

. 0.013 ! 0.020 . 0.{)()2 .

I

llJ J 1 i ttrj---b....9 QATAR STEEL

Date: 26JUN2014


····· -- · -- ....... -- - T~;siic Test

·---·--····-·-!__ - ----•---------~~~:-~:. :• •~-L :~: :~=-:.::-~:- ... - ~~i% . ! kg/mm2 i kg/mml :

53 55

65 67

;

1'2.00 12.00

~ - ncfiT

GOOD GOOD

. . . \Vc hcr-cby .. cc.rtH''y that.thc .rnaieri:lldc;cfibed herein lii\;:becll maclc 'io 1hc applicable speGi~c~tfo:n -b); tii·e-proccss --- ·-- -. · ...

~ -mcnlioncd below and tested in accordance with the requirement<; of the contract ~pccificatiott. DR EF/CC- RM (lVfA) ~F% .

Q.\TAR STF:Ef. REM.RS ARE FR£E FRO:<otHAR!ItFtJt RADfOACTIVI-: F.LF.M~:i'<TS Manager

Cl.-$ t",.O' .:..-9 ·~5 ... 2/ AS'!M A6XG'' OR floO I S.SA. ~/1.'!'¥S:J. Technical Department · ZZ?.:f?:..;;;:::zzz~:r.~~ -~gy...TF/ZZ.:D..LZZ2~ZT-.LZZ.27...~zz:. QATAR STEEL cmvt:PANY (QSC)

.... , . ' ....... ~ .. ,. ~ .. .......... 4~•20<JS OAAt>l: 1110008 . J>Q BOX· 609 D h·· Q t .'T/ocL .. filoATAR-STe'ET:.Z:zz;z////////·[E///7/·// ·; '· 10 • 0 "· aar I .~ [~

"~ ""4!hl.9!>7 ...... D., ... ..,.. Tel: 44778778 7TocY .. -. 777§ii.TMrs'fEE"C7:ZNTTTT777N7·1117 czz:. Si•I• ror 1 son~;r. I7025:1M$:

S"::.mr'lin~ .. c f,.l\fJ)iUnC( S t:ti ('TtlfO.t .Opio11'K\.~ "'"· .Yntr..qln:t.:ttion ar~ QUt or I he ~opt' o{ accrl"dit:ttion. Pagel

Contract No 01stomcr Mu nufacturer/Snpplier Commodity


s ' ! 1 I

z Charge No j E I

(mm) j c ' J

20 A55~6 0.29

20 M656 0.26

TEST ~CERTIFICATE

5096 TEYSEER BLDG. t-.1ATERTALS & TRANSPORT CO. (\V.LL}

QATAR s·n~EL COMPANY (Q.S.C) HIGH YIELD SIT~EL DEFORMED BAR

EQt.JIV ALENT TO ASTM i\615 GRADE60 12 MTR STRAIGHT

DOHA.QATAR ··- ..... " ·-· __ ,

llf J ! j l H j---l:::>_0 Q.ATAR STEEL

Tensile Test

Date : 04 MAR 2014

Pc!Ivcry No: '12 I 1301


Si .. . Nb .... Ctl . .. Nl Cr

t;l%' ·· Ys l··· ·fs i.. .. . ................................ .

Bend

O.l6

OJ5

Mn p s v ! i

Mo i kg/mm2 ! kg/mm2 ' ' ;

0.76 Q.Oll 0.009 .• 0.004· .

0.84 (),()13 0.010 0.005

.. .. --~- ........ . .. ... .•. ..•... . _.. (..

O.QIO ; 0.004 0.029 • 0.002 I 0.020 0.008 0.022 . 0.002

57 59

We hereby certify that the material described herein has been made to the. applicable spcdfieatinn by the process mt~ntionc:d below andi teste.cf in :~ccordance with the rcquircmeoT.s or the contract specification.

DR EF/CC w RM (MA)

0.S ISO G935-2 /' ASTM AG;l.S.. GO: GO/ SSA 2/1.?92

7Z§_c;..L -~: . .7--ZZQA.Y~A'~TE'E:L 7..z:z:7..2ZT....LLZZZ:Z2:ZZZZ:Z:Z::L: DS. 4449:-200S GRADE DSOO·O.

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QATAR STEEL REBARS ARE H{.EE FROM H/du\1FUL RADIOAC'l1VE ELEMENTS

. ... !...

71 71

. ·· t t3.Q{} :

12.00 I GOOD

GOOD

~ Manager

Technical Department

QATAR STEEL COt-.1PANY CQSC) PO BOX: 689, D9ha, Qntar

Tel: 4778778

Page 1

Contract No Cust·orncr

1\·tanufacturer/Supplicr Commodity Spedfkntion Destination

s r z E

i(mm)

22 22

Charge No

c

C9627 0 .2~

C9629 0.28

TEST ~CERTIFICATE

5179 1T:YSEER BLDG. MATERIALS & TRANSPORT CO. (W.L.L.) QATAR STEEL COMPANY CQ.S.C) HIGH YIELD STEEL DEFORMED BAR

EQUIVALENT TO ASThf A615GRADE60 !2 MTR STRAIGHT DOHA;QATAR

~

llJ .I

J! i mj-b~

QATAR STEEl

Date: 24 APR 2014

Dclh·cry No: 1243266

Tcnsile-Te.si·-- ---· --.......... ·-

... -~ ~ii~: ~~~:r ET<n- -- -; Chemical Composition(%)

· Si · · ''Mn .... . . i) s v }~h ; · -~~:- ·T:~~-r-·:· .. ·cr"1 ~16

Bend

0.!4 0. 16

1 i ! ... · ··· ·-- ····· ·-~-- ··-· ,. ·- ·· A>••• •'"·- >- oC~-. oAoo ., ,&-, .. ·~ ••• > • i 0

' 0000 0' i·· --·----A~-'"'V¥<- ·--· ···-••• 0.65 0.007 0.70 0.009

0.()()9

O.oll

0.007 0.024 .• 0Jl22 ' 0.007 ' 0.000 . 61 0.007 ·0.027 ' O.o2l . OJI04 0.000 i 61

\Ve hereby certify thar rhc material described herein has been made to the applicable specification by the process mentioned below and tested in accordance with the requirements of the conrr::tct specification.

DR EF/CC- RM (QSn

OS ISO G?!JS ·~ / AS"TIVI ACI.S Q.R 60 ./ .SSA 2'/'.).'!:t:!J2

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QATAR STEEL REBARS ARE FREE FROM HARMFUL RADIOACTIVE ELEMENTS

73 74

1 LOO 10.00 ;

GOOD GOOD

~~-p~; 7

Manager Technical Department

QATAR STEEL COMPANY CQSC) PO BOX: 689, Doha, Qatar

Tel: 4778778

P3gc 1

Contract No Cus.totn~r

i\·tanufacturer/Supplicr Commodity

Specification De.-;tination

TEST CERTIFICATE 5141

TEYSE.ERBLDG. MATER1/\LS & TRANSPORT·CO. (W.L.L.)


HlGH YIELD STEEL DEFORMED BAR

EQUIVALENT TO ASTM A615 GRADE60 12 MTR STRAIGHT

DOE[A .QATAR

lli d!i fi!J ·~

QATAR STEEL

Date: 23 }<fAR 2014


s J z r

r- · ....... ................................... ..... · -····-····· · ... ·· ..................... -···-................. ........... ..... · ................................... ...... _._ ........... ... -............. _ ......... ·- .......... ............ .............................. Tensi.!c·r.;st:· .. ........ ·--- ......... ·- ....... .

(mm)

25 25 is 25

! Chemical Composition(%) • ·- - -~ .. -· · .. .. " .

1 -·· .... ···· ...... ........... ............. ·-·- ·--"! ...... ........ ·· ·

Charge No 1 1 YS TS . El% Bend

C0542 COS45 C6591 C0074

I I I

0.30 0.!5 0.29 0.17 0.30 0.16 0.33 0.16

57 70 11.00 ! i GOOD

51 71 .10.00 ; f GOOD

o.n 0.006 0.014 : 0.008 . 0;018 0.020 ' 0Jl07 ; 0.000

0.008 I !

o.n 0.009 0.009 ·. 0.006 0.01.7 : 0.01.3 I 0.000 ;

0.68 Q.OIO . 0.009 0.009 . 0.024 0.021 . 0.003 (l.QOO 57 71 12.00 : GOOD

0 . .66 0,012 ' 0.014 . 0.010 0.019- 0.022 •. 0.025 0.000 . 59 72 11.00 : GOOD

·•·'· "" ' ''' ''

\Vc hereby certify Lhat the materia.! described herein has been made to the applicable specification by the proccs:; mc·ntioned hdow and tested in accordance with the requirements of the contract spccific<~tion,

DR EF/CC ~ IU.i (QST) . . ~< as rso G?3~-2 ./' AS:Y"-1\ AG1.S GR -GO' I S.SA 2/1. '!J~2

:.ZZ..Q..§.J;;~: .. :::z-.zz::q€:!'~E.§'TEE'=L .. Z:Z::ZZZZ7.:Z.:ZZZ:Z.Z:zzT.......z:z---:LZ:·

OS 444?·:t.l. '99'7 O:R:AOr.' A60B

:-TTDCC-.-:-·rz; aATAR sTEEL z.z.z·TTTTTTZZZ·Z z:r~TZzz:zr-.

QATAR STEEl. REBARS ARE FREE FROM HAJU.1FU1~ RADIOACTIVE ELEMENTS

Manager Te1:hnica1 Department

QATAR STEEL COMPANY (QSC) PO BOX: 689, Doha, Qatar

Tel: 4778778

Page I

~-_ .... _ _.., ..... , .... _._-~,.· --.. ~· · "'" .. "' ....

COnrrn<:t NQ· cu~lom~r

T\ tanufaclu.rrr/S up prier Connnodlly SpcdCiClltion Dcstlnnlion

TEST CERTIFICATE 475:5 1EYSEER l3LDG. MATERIALS & TRANSPORT CO. {W.LL.l QATAR STEEL COMPANY (Q.S.C) H!GH YIELD STimL DEFOJt\itED :BAR EQUTV ALTh"T TO ASTM Mi15 ORADf:fiO 12 MTR STRAIGIIT DOHA,QATAR

OJ cJ 1 i "'J hs QATAR STEEl

Date: 31 :MAR 20f3

J)clh:ery No: 994001

i ··::; .. -;---· ··· · · ·· ·· ·-·r~·-·· · · -- .. -- ---~----------------------... -----·~-~------·--~·-- ·· ·----------·-------------~---------------Ttnsuc T;;~.-----------~

' I : • i Chem.iod Co·mpo:'il!iort (%) 1----·-·- :·--;-j----~- . ~--J ' z \Ol't""' -.· 0 ; • , '\S T$ I El% 1 . B~~ . , ,_.,. * ·c- ''· , J ~ ' · · 1

1- ' > J cm~) i !- c· ·-- --:~j"" Mn--, "'-r-:·-·s-T·--v-· .. ,--r:rii · .. -: -cu_)_NrT cr Mo l · · --~---~"·-r----...!Tg~m-;ii ~ kpmm2 1

3~ mo.,-~ o;;: -o.;sh.n ; 0.014 fo.o;oh~oos·! --~ w t o ru;tooJ~---L---1--ss---! -· 68 ; 12.00 ' ·-i-GOOD-! .32 1 132095 1 o.32 : o.16 l o.sz r o.ms l o.oo9 1 o.o1a J 1 o.oos ; o.o26 1 o.mo ! o.oo3 1 l I 1 ss , 68 1 13JXJ ; t aooo 1

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~

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--~-~-L-----·- · . __j

i I I . I . I I . l i l . l ; I I ' f I

j_ __ L_____ i ·--L,_J _ _ , __ .J_ .· ____ \ We h~rthy ttrtify tlut the marcri:d describe-d htrefn .h.as been m3de l'o the: applka~le specification by the process

mentioned below IUld tcsn::d in acCQrd3:n<:e with the requirements of the contr3ct. !ipccjfic:ttion. DR EF/CC - R.M \Q,ST) ~:tEj~}~~

8S 444~1997 GBAOE4_~J:29 l I I OCL • Ill QATAR STEEL l•H•ll ZTTllll·l.Z·llZ Zl·H s

BS o\4.49:2005 GRAOE BSOOB F II DCL "'.Ill QATAR STEEL 7-1-t·llllll/ I l·Z 1·1111 Z.l-7 ·~

AS.T'M Ati1.5~AADE ®i_SAS02'fl.9iJ~' _ . .• i.LZ[IZI /ll aATAR s:r-E.Ei:7-N7TTT7 llll/lllllll l 3

QATAR STEt:.1... REUARS ARE FREE FROM. HARMFUL RADIOACn:VE .EI..EMENTS

-- ------

~'•t• t

TEYSEER @ JJ ' II J iH

SECTION -12

E. H. & S. DOCUMENTS

TEYSEER 0. J J "' J

We will follow main contractor's E. H. & S. Manual for Site Works