qpass guidebook on compliance -...

GUIDEBOOK ON COMPLIANCE OF MANDATORY STANDARDSFOR IRON, STEEL AND ALUMINIUM

w w w . c i d b . g o v . m y

QPASSGUIDEBOOK ON COMPLIANCE OF MANDATORY STANDARDSFOR IRON, STEEL AND ALUMINIUM

Lembaga Pembangunan Industri Pembinaan MalaysiaConstruction Industry Development Board Malaysia

Tingkat 10, Menara Dato' Onn,Pusat Dagangan Dunia Putra (PWTC),No 45, Jalan Tun Ismail, 50480 Kuala Lumpur Tel : 03- 4047 7000 Faks : 04- 4047 7420Emel : [email protected]

Talian CIDB Careline : 1300 88 2432

Quality Products Accordance to Speci�ed Standard

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OF MANDATORY STANDARDS FOR IRON, STEEL AND

ALUMINIUM

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Table of ContentsForeword iiAcknowledgement iiiAbbreviations iv

1.0 Introduction 1

2.0 Regulatory Policy of Construction Materials 1

3.0 Conformance to Mandatory Standards 2

4.0 Appointment of Conformity Assessment Body (CAB) 2

5.0 Sampling of Products for Testing 2

6.0 Full Type Test Report (FTTR) 2

7.0 Marking Requirements 2

8.0 Recommended Steps for New Importers 3

9.0 Enquiries 3

10.0 Contact Person 3

Appendix A: Flow Chart of Recommended Steps For New Importers 4

CIDB Implementation Control On Quality For Construction And Building Materials 5 For Iron Steel Products And Aluminium Products (2016)

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Foreword

The CIDB Act (Act 520), introduced in 1994, was amended in the year 2011. One of the additional provisions of the amended act

was the enforcement of construction materials to adhere to specific mandatory standards.

However, not all construction materials fall under the enforcement. Only those that have high impact to the structural integrity of

construction structure, which will safeguard the end user, that must be compliant to the specified standards. This encompasses

iron, steel and aluminium products, which are heavily used in construction.

The “Guidebook on Compliance of Mandatory Standards for Iron, Steel and Aluminium” highlights only relevant products of the

said materials. It provides the description of iron, steel and aluminium in products; the specified grades that comply to relevant

mandatory standards; the essential laboratories test required under the respective standards; and the relevant HS code.

Finally, it is hoped that the procedure of this book will benefit all stakeholders in the construction value chain, particularly the

regulators, contractors, consultants, manufacturers, importers, forwarders, etc.

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AcknowledgementDeepest appreciation is extended to the members of the working group for their invaluable contribution.

1. Ir. Sabruddin Suren (Chairman) : Mega Steel Sdn Bhd2. Zulkefli Ismail (Secretary) : CIDB Malaysia3. Ir. Dr. Mukhtar Che Ali : CIDB Malaysia4. Habsah Kamaron : Kastam DiRaja Malaysia5. Azlan Yahya : Mega Steel Sdn Bhd6. Hassanuddin Ismail : Mega Steel Sdn Bhd7. Ng Kian Hin : Malaysian Iron & Steel Industry Federation (MISIF)8. Haslina Abd Rahman : Federation of Malaysian Manufacturers – Aluminium Manufacturers Group of Malaysia9. Leong Weng Onn : Federation of Malaysian Manufacturers – Aluminium Manufacturers Group of Malaysia 10. Desmond Woon Y.L. : Malaysian Steel Structure Association (MSSA)11. Yan Sze Hon : Malaysia Steel Institute (MSI)12. Tony Lee : Malaysia Steel Institute (MSI)13. Subash Bose Pillai : Malaysia Steel Institute (MSI)14. Zulkarnain Abdullah : Fenestra Malaysia Sdn Bhd15. Chin Shyi Her : Melewar Steel Tube Sdn Bhd16. Chan Weng Weng : Southern Steel Bhd17. Roseanita Hussin : NS BlueScope Malaysian Sdn Bhd18. Vicky Chong : NS BlueScope Malaysian Sdn Bhd19. Mohd Aizam Mohd Unaini : FIW Steel Sdn Bhd20. Yee Sen Tat : Amsteel Mills Sdn Bhd21. Eric Chong : Aluminium Company of Malaysia Bhd22. Loh See Ket : Aluminium Company of Malaysia Bhd23. Ir. Danial Siew : Seven International Sdn Bhd

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24. Khik Lap Pun : LB Aluminium Bhd25. Md Adha Rahmat : SIRIM Qas International Sdn Bhd26. Muhammad Fahim Mahmood : SIRIM Qas International Sdn Bhd27. Azam Mohamad : SIRIM Qas International Sdn Bhd28. Lee Hooi Lan : SIRIM Qas International Sdn Bhd29. Luxmanul Hakim : SIRIM Qas International Sdn Bhd30. Muhammed Asraff Abdul Rahman : Construction Research Institute of Malaysia (CREAM)31. Rohana Abd Manan : CIDB Malaysia32. Nor Hamiza Zahar : CIDB Malaysia33. Rashimah Adenan : CIDB Malaysia34. Shaharuddin Yahaya : CIDB Malaysia35. Razali Hesa : CIDB Malaysia36. Md Nazrin Mohd Zin : CIDB Malaysia37. Izzat Azri Azmi : CIDB Malaysia

AbbreviationsEN : European StandardASTM : American Society for Testing and MaterialsAPI : American Petroleum InstituteHS Code : Harmonized System CodePDK : Perintah Duti KastamAHTN : ASEAN Harmonized Tariff NomenclatureCB : Certification BodyCIDB : Construction Industry Development BoardCOA : Certificate of Approval

JSM : Department of Standards Malaysia KDRM : Royal Malaysian Customs DepartmentMS : Malaysian StandardPC : Product CertificationPAC : Pacific Accreditation CooperationPPS : Certification of Standards Compliance (Perakuan Pematuhan Standard)TPIB : Third-Party Inspection Body

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GUIDEBOOK ON COMPLIANCE OF MANDATORY STANDARDS FOR IRON, STEEL AND ALUMINIUM1.0 Introduction

Essentially, this book was developed to assist the stakeholders to meet CIDB’s requirements on products’ conformity to mandatory standards. The listed mandatory standards were determined after several consultations with industry experts. Priority was given to products that adhere to Malaysian Standard (MS).

However, in the absence of MS, the industry experts agree to use other internationally recognised standards that are commonly used in the industry.

This book is best read with ‘Procedures for Importing of Construction Materials’.

2.0 Regulatory Policy of Construction Materials Regulatory Policies of CIDB are as follows:

a. All materials/products listed in Schedule 4 of CIDB Act (amended 2011) shall obtain Certificate of Standard Compliance (PPS) from CIDB.

b. The listing of materials/products under Schedule 4 of CIDB Act (amended 2011) are those that contribute greatly to the integrity of the structural components and the functionality of the intended completed construction works, which will have high impact on public safety and environment.

c. All imported materials/products listed in Schedule IV of the Customs Act shall obtain COA from CIDB. The affected imported materials/products are as follows:

• Manufacturedinthecountryoforiginandimportedforlocal consumption

• Manufactured by localmanufacturers, then exportedand reimported into the country

• Imported materials to be processed by localmanufacturers; and later, the processed products are exported for foreign consumption

d. The main technical document that is required for the consideration of issuance of PPS or COA is either PC or FTTR, issued by any accredited conformity assessment bodies (CAB).

e. Importers are not allowed to take samples for testing at the port. However, in the face of unavoidable circumstances, the importer shall then apply for the approval of CIDB on case-by-case basis. The importers are allowed to take samples at bonded or licensed warehouses.

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3.0 Conformance to Mandatory Standards

The manufacturers/importers shall perform all testing requirements in accordance to the listed mandatory standards. They are not allowed to test to other standards that are not listed in this guidebook, except those specially approved by CIDB.

4.0 Appointment of Conformity Assessment Body (CAB)

4.1 The manufacturers/importers shall appoint accredited CAB or those approved by CIDB to undertake all required testing.

4.2 The manufacturers/importers shall submit TPIB form for CIDB approval prior to the appointment of CAB for consignment test.

5.0 Sampling of Products for Testing

5.1 All samples for testing must be undertaken by accredited CAB. The manufacturers/importers shall submit the relevant form for CIDB approval, prior to the appointment of CAB for sampling. All TPIB must be accompanied with mill certificate. The sampling will be carried out according to the requirements in the referred standards.

5.2 The appointed CAB will take the samples based on the heat number selected by CIDB.

5.3 The appointed CAB must prepare the sampling report in the manner required by CIDB, which otherwise may be subjected to rejection of the report by CIDB.

5.4 The prepared sampling report shall be submitted to CIDB together with FTTR.

6.0 Full Type Test Report (FTTR)

6.1 FTTR shall be prepared in the manner required by CIDB, failing which, the report may be rejected by CIDB. In addition, CIDB reserves the right to reject FTTR report from any CABs that has been blacklisted by CIDB.

6.2 The manufacturers/importers shall submit FTTR together with sampling report to CIDB head office for approval.

6.3 The approved FTTR will be one of the supporting documents submitted to the relevant CIDB offices for the application of COA.

6.4 All foreign-appointed CABs must display the International Laboratory Accreditation Cooperation (ILAC) logo in their reports.

7.0 Marking Requirements

7.1 The manufacturers/importers shall provide the marking requirements as stipulated in the corresponding standards, which can either be permanent or non-permanent.

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7.2 All permanent markings shall be submitted to CIDB for approval.

7.3 For permanent marking, it shall be displayed in the mill certificate.

8.0 Recommended Steps for New Importers

New importers are recommended to follow the steps as shown in the flowchart (Appendix A).

9.0 Enquiries

All enquiries related to the information published in this guidebook are to be directed to [email protected] . For any enquiries on exemption matters, please state the HS code and attach the technical specification, for e.g., technical report, product brochure, pamplets, etc.

10. Contact Person

Application of COA

i. Mohamad Norsani Katab Tel: 03-4047 7443 ii. Shaharuddin Yahaya Tel: 03-4047 7442iii. Nur Ezza Hanum Bt Abdullah Tel: 03-4047 7452

Application of Exemption

i. Rashimah Adenan Tel: 03-4047 7445ii. Izzat Azri Azmi Tel: 03-4047 7446iii. Md Nazrin Mohd Zin Tel: 03-4047 7439

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Appendix A | Flow Chart of Recommended Steps For New Importers

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NoType Of Construction

MaterialApproved Standard

Grade Description ApplicationVerification Standards Custom Hs Code

SamplingTesting (Full Type

Test)Testing (Critical

Test)Marking Pdk Hs 2012 Ahtn 2012

1 Hot-Rolled Carbon Steel Coil, Strip and Plate (Width ≥ 600 mm)

1.1 Hot-rolled carbon steel coil

MS EN 10025-2:2011

S235JR, S235J0, S235J2, S275JR, S275J0, S275J2, S355JR, S355J0, S355J2, S450J0

For structures and fabrications MS EN 10025-2:2011 - Clause 8.3.1

MS EN 10025-2:2011- Clause 7.2: Chemical compositionClause 7.3: Mechanical properties Clause 7.7: Dimension

MS EN 10025-1:2011 (Delivery condition) - Clause 11

7208.36 000 7208.37 000 7208.38 000 7208.39 200

7208.36.00 00 7208.37.00 00 7208.38.00 00 7208.39.00 29

1.2 Hot-rolled chequered in coil form

ASTM A786: *Note: To consider MS EN 10025-2:2011

A 635M (coils) *Grades correspond to MS EN 10025-2:2011

For flooring and stair case application and other construction purpose of carbon steel.

Clause 9.3 Clause 9.2, 9.3, 9.4: Chemical and dimensions Clause 10: Mechanical properties

Clause 12.2 7208.10 000 7208.10.00 00

1.3 Hot-rolled carbon steel plate

MS EN 10025-2:2011



MS EN 10025-2:2011 Clause 7.2: Chemical composition Clause 7.3: Mechanical properties Clause 7.7: Dimension


7208.51 000 7208.52 000 7208.53 000 7208.54 200

7208.51 0000 7208.52.00 00 7208.53.00 00 7208.54.00 29

1.4 Hot-rolled chequered sheets/plates

ASTM A786: *Note: To consider MS EN 10025-2:2011

A 6M (plates), A568M (sheets), *Grades correspond to MS EN 10025-2:2011

E.g., for flooring stair case application

Clause 9.3 Clause 9.2, 9.3, 9.4: Chemical and dimensions Clause 10: Mechanical properties

Clause 12: Certification

7208.40 000 7208.40.00 00


MS 1705:2003 SPHC For further processing into expanded metals, scaffolding catwalk and staircase** Parts of Scaffolding, MS 1462

MS 1705:2003 - Clause 6.0

MS 1705:2003 - Clause 4.2, 4.6 and 5

MS 1705:2003 - Clause 4.2, 4.6 and 5

MS 1705:2003 - Clause 13

7208.36 000 7208.37 000 7208.38 000 7208.39 200

7208.36.00 00 7208.37.00 00 7208.38.00 00 7208.39.00 29

Hot-rolled sheets/plates

MS 1705:2003 SPHC For further processing into expanded metals, scaffolding catwalk and staircase** Parts of scaffolding, MS 1462

MS 1705:2003 - Clause 6.0

MS 1705:2003 - Clause 4.2, 4.6 and 5

MS 1705:2003 - Clause 4.2, 4.6 and 5

MS 1705:2003 - Clause 13

7208.52 000 7208.53 000 7208.54 200

7208.52.00 00 7208.53.00 00 7208.54.00 29

CIDB IMPLEMENTATION CONTROL ON QUALITY FOR CONSTRUCTION AND BUILDING MATERIALS FOR IRON STEEL AND ALUMINIUM PRODUCTS (2016)

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Hot-Rolled Carbon Steel Coil, Strip and Plate (Width < 600 mm)


MS EN 10025-2:2011



MS EN 10025-2:2011 - Clause 7.2: Chemical composition Clause 7.3: Mechanical properties clause 7.7: Dimension


7211.14 210 7211.19 210

7211.14.11 30 7211.14.19 11 7211.14.21 30 7211.19.11 30 7211.19.19 11 7211.19.21 30 7211.19.29 11

1.7 Hot-rolled carbon steel plate

MS EN 10025-2:2011


MS EN 10025-2:2011 - Clause 8.3.1

MS EN 10025-2:2011 Clause 7.2: Chemical composition Clause 7.3: Mechanical properties Clause 7.7: Dimension


7211.14 290 7211.19 290

7211.14.19 93 7211.14.29 93 7211.19.19 93 7211.19.23 10 7211.19.29 93



MS 1705:2003 - Clause 6.0

MS 1705:2003 - Clause 4.2, 4.6 and 5

MS 1705:2003 - Clause 4.2, 4.6 and 5

MS 1705:2003 - Clause 13

7211.14 210 7211.19 210

7211.14.11 30 7211.14.19 11 7211.14.21 30 7211.19.11 30 7211.19.19 11 7211.19.21 30 7211.19.29 11

Hot-rolled sheets/plates


MS 1705:2003 - Clause 6.0

MS 1705:2003 - Clause 4.2, 4.6, 5

MS 1705:2003 - Clause 4.2, 4.6 and 5

MS 1705:2003 - Clause 13

7211.14 290 7211.19 290

7211.14.19 93 7211.14.29 93 7211.19.19 93 7211.19.23 10 7211.19.29 93

2 Coated Steels - Sheets (Width ≥ 600 mm)

2.1 Electolytically plated or coated with zinc: - Hoop and strip of a thickness not exceeding 1.5 mm - Containing by weight less than 0.6% of carbon:

MS 2543:2014 SECCSECDSEHCSEHD

Door frame/window frame/roller shutter and any other construction application

MS 2543 - Clause 6 (tensile)

MS 2543 - Clause 4.3, 4.5.1, 4.5.2, 4.6, 5

MS 2543 - Clause 4.5.1, 4.6

MS 2543 - Clause 13

7210.30 210 7210.30 290

7210.30.11 00 7210.30.12 00 7210.30.19 00

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2.2 Hot-dip zinc coated sheet and coils - Otherwise plated or coated with zinc - Containing by weight less than 0.6% of carbon

MS 2500:2012 (with profile) sheets

G250, G280, G320, G350, G380, G550

Roof/cladding/ceiling panels/roller shutter or roofing accessories and any other construction application. Thickness 0.15 to 0.6 mm (most commonly used)

MS 2500:2012 - Clause 5.2

Sampling size 400 mm x 400 x 1 pc

MS 2500:2012 - Clause 4.2.1, 4.2.2, 4.2.3, 4.3.3.2, 4.3.5, 5.2

MS 2500:2012 - Clause 4.2.1, 4.2.2, 4.2.3

MS 2500:2012 - Clause 7.1

7210.41 210 (Corrugated) Coated with zinc7210.49 210(Non-Corrugated or other profile) Coated with zinc7326.90 500 (Roofing tile)

7210.41.11 00 7210.41.12 00

7210.49.11 00 7210.49.12 00 7210.49.13 00

7326.90.99 50

MS 2384:2011 - Roof/cladding/batten/ductings/ceiling panels or roofing accessories and any other construction application. - Roofing/claddingThickness 0.15 to 0.6 mm- Roof battenThickness 0.40 to 0.60 mm- Roof truss and purlinThickness > 0.7 mm(most commonly used)

If hot-rolled base type is used, the minimum thickness shall be 1.4 mm and above

MS 2384:2011 - Clause 5


MS 2384:2011 - Clause 4.1, 4.2, 4.3, 4.7

MS 2384:2011 - Clause 4.2, 4.3.1

MS 2384:2011 - Clause 11

7210.49 210 (Non-corrugated or other profile) Coated with zinc7210.49 290

7210.49.11 00 7210.49.12 00 7210.49.13 00

7210.49.19 00

MS 2385:2011 Designation 01 Ducting/roof/cladding or roofing accessories and any other construction applicationRoof/CladdingThickness 0.15 to 0.6mm (most commonly used)

MS 2385:2011 - Clause 5


MS 2385:2011 - Clause 4.1, 4.2, 4.3, 4.8

MS 2385:2011 - Clause 4.2, 4.3.1

MS 2385:2011 - Clause 11

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2.3 Plated or coated with aluminium-zinc alloys - Containing by weight less than 0.6% of carbon


G250, G280, G320, G350, G380, G550

Roof/cladding/ceiling panels/roller shutter or roofing accessories and any other construction application. Thickness 0.15 to 0.6 mm (most commonly used)

MS 2500:2012 - Clause 5.2


MS 2500:2012 - Clause 4.2.1, 4.2.2, 4.2.3, 4.3.3.2, 4.3.5, 5.2

MS 2500:2012 - Clause 4.2.1, 4.2.2, 4.2.3

MS 2500:2012 - Clause 7.1

7210.61 310 7210.61.11 00 7210.61.12 00

MS 1196:2014 G250, G280, G300, G320, G350, G550

- Roof/cladding/batten/ductings/ceiling panels or roofing accessories and any other construction application. - Roofing/claddingThickness 0.15 to 0.6 mm

- Roof battenThickness 0.40 to 0.6 mm- Roof truss and purlinThickness > 0.7 mm(most commonly used)

If hot-rolled base type is used, the minimum thickness shall be 1.40 mm and above

MS 1196:2014 - Clause 6


MS 1196:2014 - Clause 5.1, 5.2, 5.3, 5.8

MS 1196:2014 - Clause 5.2, 5.3.1

MS 1196:2014 - Clause 12.0

7210.61 310

7210.61 390

7210.61.11 00 7210.61.12 007210.61.19 00

JIS G 3317:2007 SZACH, SZACC, SZAC340, SZAC400, SZAC440, SZAC490, SZAC570, SZAHC, SZAH340, SZAH400, SZAH440, SZAH490, SZAH540

JIS G 3317:2007 - Clause 13,1, 13.2.1, 13.2.2, 13.2.3,


JIS G 3317:2007 - Clause 4, 5.1.1, 5.1.2, 5.3, 8.2, 8.3, 9, 10.1,

JIS G 3317:2007 - Clause 5.1.2, 8.3

JIS G 331:2007 - Clause 15

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JIS G 3323:2012 SGMCC, SGMCH, SGMC340, SGMC400, SGMC440, SGMC490, SGMC570, SGMHC, SGMH340, SGMH400, SGMH440, SGMH490, SGMH540

JIS G 3323:2012 - Clause 13.1, 13.2.1, 13.2.3, 13.3.3


JIS G 3323:2012 - Clause 4, 5.1, 5.3, 8.2, 8.3, 9.

JIS G 3323:2012 - Clause 5.1.2, 8.3

JIS G 3323:2012 - Clause 15

AS 1397:2011 G250, G300, G350, G450, G500, G550

Type ZA, ZM, AZ, AM

AS1397:2011 - Clause 2.2.1, Appendix B


AS 1397:2011 - Clause 2.2.2, 2.3.1, 2.5, 3.2.1, 3.3.1

AS 1397:2011 - Clause 2.3.1, 3.2.1,

AS 1397:2011 - Clause 1.7

2.4 Pre-painted/colour coated sheets and coils


G250, G280, G320, G350, G380, G550

- Roof/cladding/ceiling panels/wall paneling/roller shutter or roofing accessories and any other construction application

Thickness 0.15 to 0.6 mm (most commonly used)

MS 2500:2012 - Clause 5.2

Sampling size 400 mm x 400 x 2 pcs

MS 2500:2012 - Clause 4.2.1, 4.2.2, 4.2.3, 4.3.3.2, 4.3.5, 5.2

MS 2500:2012 - Clause 4.2.1, 4.2.2, 4.2.3

MS 2500:2012 - Clause 7.1

7326.90 500 (Roofing tiles)7326.90 900(Propose to include for other profiles- HS code 7326.90 900)

7326.90.99 50 7326.90.99 90

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2.5 Painted, varnished or coated with plastics

MS 2383:2011 G250, G280, G320, G350, G380, G550

Roof/cladding/ceiling panel or ceiling strips/wall panelling and roofing accessories and any other construction application

Hot rolled base 1.2 mm or more

MS 2383:2011


MS 2383:2011 - Clause 2.3, 2.4, 2.5, 2.6.1

MS 2383:2011 - Clause 2.4, 2.6.1

MS 2383:2011 Annex A - Clause A3

7210.70 210 7210.70 290

7210.70.10 00 7210.70.90 20

MS 2384:2011 MS 2384 - Clause 5

MS 2384 - Clause 4.1, 4.2, 4.3, 4.7

MS 2384 - Clause 4.2, 4.3.1

MS 2384 - Clause 11

MS 2385:2011 Designation 01 MS 2385 - Clause 5

MS 2385 - Clause 4.1, 4.2, 4.3, 4.8

MS 2385 - Clause 4.2, 4.3.1

MS 2385 - Clause 11

JIS G 3317:2007 SZACH, SZACC, SZAC340, SZAC400, SZAC440, SZAC490, SZAC570,

JIS G 3317:2007 - Clause 13,1, 13.2.1, 13.2.2, 13.2.3

JIS G 3317:2007 - Clause 4, 5.1.1, 5.1.2, 5.3, 8.2, 8.3, 9, 10.1,

JIS G 3317:2007 - Clause 5.1.2, 8.3

JIS G 3317:2007 - Clause 15

MS 1196:2014 G250, G280, G300, G320, G350, G550

MS 1196:2014 - Clause 6

MS 1196:2014 - Clause 5.1, 5.2, 5.3, 5.8

MS 1196:2014 - Clause 5.2, 5.3.1

MS 1196:2014 - Clause 12.0

JIS G 3323:2012 SGMCC, SGMCH, SGMC340, SGMC400, SGMC440, SGMC490, SGMC570,

JIS G3323:2012 - Clause 13.1, 13.2.1, 13.2.3, 13.3.3

JIS G 3323:2012 - Clause 4, 5.1, 5.3, 8.2, 8.3, 9.

JIS G 3323:2012 - Clause 5.1.2, 8.3

JIS G 3323:2012 - Clause 15

AS 1397:2011 G250, G300, G350, G450, G500, G550

AS1397:2011 - Clause 2.2.1, Appendix B

AS 1397:2011 - Clause 2.2.2, 2.3.1, 2.5, 3.2.1, 3.3.1

AS 1397:2011 - Clause 2.3.1, 3.2.1,

AS 1397:2011 - Clause 1.7

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Coated Steels - Sheets (Width < 600 mm)

2.6 Electrolytically plated or coated with zinc - Containing by weight less than 0.6% of carbon (coil width < 600 mm)

MS 2543:2014 SECCSECDSEHCSEHD

Door frame/window frame/roller shutter and any other construction application

MS 2543 - Clause 6 (tensile)


MS 2543 - Clause4.3, 4.5.1, 4.5.2, 4.6, 5

MS 2543 - Clause 4.5.1, 4.6

MS 2543 - Clause 13

7212.20 210 7212.20 291 7212.20 299

7212.20.10 10 7212.20.20 00 7212.20.90 31 7212.20.90 39

2.7 Hot-dip zinc coated sheet and coils


G250, G280, G320, G350, G380, G550

- Roof/cladding/batten/ductings/ceiling panels or roofing accessories and any other construction application

- Roofing/claddingThickness 0.15 to 0.6 mm

- Roof battenThickness 0.4 to 0.6 mm

- Roof truss and purlinThickness > 0.7 mm(most commonly used)

If hot rolled base type is used, the minimum thickness shall be 1.40 mm and above

MS 2500:2012 - Clause 5.2

Sampling size 400mm x 400 x 1pc

MS 2500:2012 - Clause 4.2.1, 4.2.2, 4.2.3, 4.3.3.2, 4.3.5, 5.2

MS 2500:2012 - Clause 4.2.1, 4.2.2, 4.2.3

MS 2500:2012 - Clause 7.1


7326.90.99 50 7326.90.99 90

Otherwise plated or coated with zinc - Containing by weight less than 0.6% of carbon (coil width < 600 mm)

MS 2384:2011 MS 2384:2011 - Clause 5

Sampling size 400 mm x 400 x 1pc

MS 2384:2011 - Clause 4.1, 4.2, 4.3, 4.7

MS 2384:2011 - Clause 4.2, 4.3.1

MS 2384:2011 - Clause 11

7212.30 210 7212.30 291 7212.30 299

7212.30.10 32 7212.30.10 33 7212.30.20 00 7212.30.91 10 7212.30.91 90

MS 2385:2011 Designation 01 MS 2385:2011 - Clause 5

Sampling size 400 mm x 400 x 1pc

MS 2385:2011 - Clause 4.1, 4.2, 4.3, 4.8

MS 2385:2011 - Clause 4.2, 4.3.1

MS 2385:2011 - Clause 11

12

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2.8 Painted, varnished or coated with plastics

MS 2500:2012 G250, G280, G320, G350, G380, G550

Roof/cladding/ceiling panel or ceiling strips/wall panelling and roofing accessories and any other construction application

MS 2500:2012 - Clause 5.2


MS 2500:2012 - Clause 4.2.1, 4.2.2, 4.2.3, 4.3.3.2, 4.3.5, 5.2

MS 2500:2012 - Clause 4.2.1, 4.2.2, 4.2.3

MS 2500:2012 - Clause 7.1


7326.90.99 50 7326.90.99 90

(Coil width <600 mm) - Containing by weight less than 0.6% of carbon (Hoop and strip of a width exceeding 400 mm)

MS 2383:2011 G250, G280, G320, G350, G380, G550

MS 2383:2011 MS 2383:2011 - Clause 2.3, 2.4, 2.5, 2.6.1

MS 2383:2011 - Clause 2.4, 2.6.1

MS 2383:2011 Annex A - Clause A3

7212.40 210 7212.40 291 7212.40 299

7212.40.10 32 7212.40.10 33 7212.40.20 00 7212.40.90 31 7212.40.90 39MS 2384:2011 MS 2384:2011 -

Clause 5 MS 2384:2011 - Clause 4.1, 4.2, 4.3, 4.7

MS 2384:2011 - Clause 4.2, 4.3.1

MS 2384:2011 - Clause 11

MS 2385:2011 Designation 01 MS 2385:2011 - Clause 5

MS 2385:2011 - Clause 4.1, 4.2, 4.3, 4.8

MS 2385:2011 - Clause 4.2, 4.3.1

MS 2385:2011 - Clause 11

MS 1196:2014 G250, G280, G300, G320, G350, G550

MS 1196:2014 - Clause 6

MS 1196:2014 - Clause 5.1, 5.2, 5.3, 5.8

MS 1196:2014 - Clause 5.2, 5.3.1

MS 1196:2014 - Clause 12.0

JIS G 3317:2007 SZACH, SZACC, SZAC340, SZAC400, SZAC440, SZAC490, SZAC570,

JIS G 3317:2007 - Clause 13,1, 13.2.1, 13.2.2, 13.2.3

JIS G 3317:2007 - Clause 4, 5.1.1, 5.1.2, 5.3, 8.2, 8.3, 9, 10.1,

JIS G 3317:2007 - Clause 5.1.2, 8.3

JIS G 3317:2007 - Clause 15

JIS G 3323:2012 SGMCC, SGMCH, SGMC340, SGMC400, SGMC440, SGMC490, SGMC570,

JIS G 3323:2012 - Clause 13.1, 13.2.1, 13.2.3, 13.3.3

JIS G 3323:2012 - Clause 4, 5.1, 5.3, 8.3, 9.

JIS G 3323:2012 - Clause 5.1.2, 8.3

JIS G 3323:2012 - Clause 15

AS 1397:2011 G250, G300, G350, G450, G500, G550

AS 1397:2011 - Clause 2.2.1, Appendix B

AS 1397:2011 - Clause 2.2.2, 2.3.1, 2.5, 3.2.1, 3.3.1

AS 1397:2011 - Clause 2.3.1, 3.2.1,

AS 1397:2011 - Clause 1.7

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2.9 Otherwise plated or coated sheets

MS 2500:2012 G250, G280, G320, G350, G380, G550

- Roof/cladding/batten/ductings/ceiling panels or roofing accessories and any other construction application.

- Roofing/claddingThickness 0.15 to 0.6 mm

- Roof battenThickness 0.40 to 0.6 mm

- Roof truss and purlinThickness > 0.7 mm(most commonly used)

If hot rolled base type is used, the minimum thickness shall be 1.40 mm and above

MS 2500:2012 - Clause 5.2


MS 2500:2012 - Clause 4.2.1, 4.2.2, 4.2.3, 4.3.3.2, 4.3.5, 5.2

MS 2500:2012 - Clause 4.2.1, 4.2.2, 4.2.3

MS 2500:2012 - Clause 7.1

‘7326.90 500 (Roofing tiles)7326.90 900(Propose to include for other profiles- HS code

7326.90 900)7212.50 2107212.50 2917212.50 299

7326.90.99 50 7326.90.99 90

7212.50.21 11 7212.50.21 197212.50.22 007212.50.29 117212.50.29 197212.50.91 117212.50.91 197212.50.92 007212.50.99 117212.50.99 19

MS 1196:2014 G250, G280, G300, G320, G350, G550

MS 1196:2014 - Clause 6


MS 1196:2014 - Clause 5.1, 5.2, 5.3, 5.8

MS 1196:2014 - Clause 5.2, 5.3.1

MS 1196:2014 - Clause 12.0

JIS G 3317:2007 SZACH, SZACC, SZAC340, SZAC400, SZAC 440, SZAC490, SZAC570, SZAHC, SZAH340, SZAH400, SZAH440, SZAH490, SZAH540

JIS G 3317:2007 - Clause 13,1, 13.2.1, 13.2.2, 13.2.3


JIS G 3317:2007 - Clause 4, 5.1.1, 5.1.2, 5.3, 8.2, 8.3, 9, 10.1,

JIS G 3317:2007 - Clause 5.1.2, 8.3

JIS G 331:2007 - Clause 15

JIS G 3323:2012 SGMCC, SGMCH, SGMC340, SGMC400, SGMC440, SGMC490, SGMC570, SGMHC, SGMH340, SGMH400, SGMH440, SGMH490, SGMH540

JIS G 3323:2012 - Clause 13.1, 13.2.1, 13.2.3, 13.3.3,


JIS G 3323:2012 - Clause 4, 5.1, 5.3, 8.2, 8.3, 9.

JIS G 3323:2012 - Clause 5.1.2, 8.3

JIS G 3323:2012 - Clause 15

14

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AS 1397:2011 G250, G300, G350, G450, G500, G550

Type ZA, ZM, AZ and AM

AS 1397:2011 - Clause 2.2.1, Appendix B


AS 1397:2011 - Clause 2.2.2, 2.3.1, 2.5, 3.2.1, 3.3.1

AS 1397:2011 - Clause 2.3.1, 3.2.1,

AS 1397:2011 - Clause 1.7

3 Pipes and Tubes

3.1 Seamless carbon steel pipes - No weld seam (seamless)

MS ISO 3183:2009 PSL1 SMLS L245 or B PSL2 L245Q or BN, L290Q or X42Q, L320Q or X46Q, L360Q or X52Q, L390Q or X56Q, L415Q or X60Q, L450Q or X65Q, L485Q or X70Q, L555Q or X80Q

Manufacturer shall be certified under API monogram.E.g.,product use in oil and gas industry; steel pipe for pipeline; transportation system

MS ISO 3183:2009 - Clause 10.2 Table 17 and 18

MS ISO 3183:2009 - Clause 9.2, 9.3, 9.4, 9.5, 9.6, 9.7, 9.8, 9.9, 9.10, 9.11, 9.13, 9.14, Annex E

No weld seam (Seamless)API CertificateFor reference:Clause 9.2, 9.3, 9.5, 9.6, 9.7, 9.8, 9.9, 9.11, 9.13, 9.14

MS ISO 3183:2009 - Clause 11

7304.19 000 7304.19.00 00

API 5L 45th Edition PSL1 SMLS L245 or B PSL2 B, X42, X46, X52, X56, X60, X65, X70, X80

API 5L - Clause 10.2 Table 17 and 18

API 5L - Clause 9.2, 9.3, 9.4, 9.5, 9.6, 9.7, 9.8, 9.9, 9.10, 9.11, 9.13, 9.14, Annex E

API 5L - Clause 9.2, 9.3, 9.5, 9.6, 9.7, 9.8, 9.9, 9.11, 9.13, 9.14

API 5L - Clause 11

API 5CT 9th Edition

J55, M65, N80 Type1, N80Q, P110, Q125

Casing and tubing of a kind used in drilling for oil or gas

API 5CT - Clause 10.4.3 Table C37, C38 and C39

API 5CT - Clause 10.3, 10.4, 10.5, 10.6, 10.7, 10.12, 10.13 and 10.13.5, 10.15

API 5CT - Clause 10.3, 10.4, 10.5, 10.6, 10.7, 10.13 and 10.13.5

API 5CT - Clause 11 Table C4.6, C4.7 and C4.8

7304.23 000 7304.29 000

7304.23 00 00 7304.29 00 00

15

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3.2 Welded carbon steel pipes and tubes (inclusive of square and rectangular hollow section)

MS IEC 60423:2002 or BS 31:1940

M6, M8, M10, M12, M16, M20, M25, M32, M40, M50, M63, M75

For conduit pipes in mm or inch MS IEC 60423:2002 - Clause 5.0

MS 61386-21:2010 and MS IEC 60423:2002

MS 61386-21:2010 and MS IEC 60423:2002

MS 61386-21:2010 - Clause 7.0

7306.30 000 7306.30.90 00

MS 863:2010 S195T For water and light structures MS863:2010 - Clause 8.4.10 - 1 standard length per order item

MS 863:2010 - Longitudinally welded: 8.2, 8.3, 8.4, 9.4, 9.5, 9.6, 7.4

MS 863 - Longitudinally welded: 8.2, 8.4, 9.4, 9.5, 7.4

MS 863:2010 - Clause 10

MS 1862:2005 STKM 11A, STKM 12A, 12B, 12C, STKM 13A, 13B, 13C, STKM 14A, 14B, 14C, STKM 15A, 15C, STKM 16A, 16C

For machine structural Follow CIDB MS 1862:2005 - Clause 3, 4, 5.2, 9.3, 9.4, 6, 7

MS1862:2005 - Clause 3, 4, 5.2, 9.3, 9.4, 6

MS 1862:2005 - Clause 11

7306.30 000 7306.61 000 7306.90 000 7306.69 000

7306.30.90 00 7306.61.00 00 7306.69.00 00 7306.90.90 00

BS EN 10219-1:2006 and BS EN 10219-2:2006

S235JRH, S275J0H, S275J2H, S355J0H, S355J2H, S355K2H

Cold formed welded structural hollow sections of non-alloy and fine grain steels

BS EN 10219-1:2006 - Clause 8.1

BS EN 10219-1:2006 (a) Electric welded: 6.6, 6.7, 6.7.2, 6.9, 6.10, 6.11 (b) Submerged arc weld: 6.6, 6.7, 6.7.2, 6.9, 6.10, 6.11

BS EN 10219-1:2006 (a) Electric welded: 6.6, 6.7, 6.7.2, 6.11 (b) Submerged arc weld: 6.6, 6.7, 6.7.2, 6.11

BS EN 10219-1:2006 - Clause 10

MS 1462-1:2012 JIS G 3444:2010 STK 400, STK 500

Tube for scaffolding of MS 1462-1 (frame type)

MS 1462-1:2012 - Clause 8.4.3

JIS G 3444:2010 - Clause 4, 5 and 6, Clause 8.2, Clause 8.3, Clasue 8.4

JIS G 3444:2010 - Clause 4, 5 and 6, Clause 8.2, Clause 8.3, Clause 8.4

JIS G 3444:2010 - Clause 10

7306.30 000 7306.30.90 00

MS 1462-2-1:2010

EN39:2001 S235GT

Tube for scaffolding of MS 1462-2 (tubular type)

EN39:2001 S235GT - Clause 9.1 and Clause 13 (Protection - refer ISO 1461)

EN 39:2001 - Clause 6.2, 7.2, 7.3,7.6, 7.4, 13

EN 39:2001 - Clause 6.2,7.2,7.6,13

EN 39:2001 - Clause 12

7306.30 000 7306.30.90 00

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3.3 Welded pipes with external diameter of more than 406.4 mm

SPAN TS21827-1:2013 and SPAN TS21827-2:2013

L235, L275, L355 For water conveyance pipe SPAN TS 21827-1:2013 - Clause 8.3 Table 4

SPAN TS 21827-1:2013- (a) Butt welded: 7.3.1, 7.3.2, 7.3.3, 7.2.1, 7.5.2, 10.4, 7.6, 7.7.4.2 (b.) Electric welded: 7.3.1, 7.3.2, 7.3.3, 7.2.1, 7.5.2, 10.4, 7.6, 7.7.4.2 (c) Submerged arc weld: 7.3.1, 10.2.4, 7.5.2, 10.4, 7.2.1, 7.6, 7.7.4.2

SPAN TS 21827-1:2013 - (a) Butt welded: 7.3.1, 7.3.2, 7.3.3, 7.2.1, 7.6, 7.7.4.2 (b.) Electric welded: 7.3.1, 7.3.2, 7.3.3, 7.2.1, 7.6, 7.7.4.2 (c) Submerged arc weld: 7.3.1, 10.2.4, 7.2.1, 7.6, 7.7.4.2

SPAN TS 21827-1:2013 - Clause 12

7305.90 000 7305.90.00 00

SPAN TS 21827-2:2013 - Clause 9.1.1 Table 13

SPAN TS 21827-2:2013 - (a) Butt Welded : 7.3.1, 7.3.2, 7.3.3, 7.2.1, 7.5.2, 10.4, 7.6, 7.7.4.2 (b.) Electric Welded : 7.3.1, 7.3.2, 7.3.3, 7.2.1, 7.5.2, 10.4, 7.6, 7.7.4.2 (c) Submerged arc weld : 7.3.1, 10.2.4, 7.2.1,7.5.2, 10.4, 7.6, 7.7.4.2

SPAN TS 21827 -2:2013- (a) Butt Welded : 7.3.1, 7.3.2, 7.3.3, 7.2.1, 7.6, 7.7.4.2 (b.) Electric Welded : 7.3.1, 7.3.2, 7.3.3, 7.2.1, 7.6, 7.7.4.2 (c) Submerged arc weld : 7.3.1, 10.2.4, 7.2.1, 7.6, 7.7.4.2

SPAN TS 21827-2:2013 - Clause 12

17

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API 5L 45th Edition PSL1 SMLS L245 or B PSL2 B, X42, X46, X52, X56, X60, X65, X70, X80

For lined pipes use in oil and gas industry

API 5L 45th Edition - Clause 10.2 Table 17 and 18

API 5L 45th Edition - Clause 9.2, 9.3, 9.4, 9.5, 9.6, 9.7, 9.8, 9.9, 9.10, 9.11, 9.13, 9.14, Annex E

API 5L45th Edition - Clause 9.2, 9.3, 9.5, 9.6, 9.7, 9.8, 9.9, 9.11, 9.13, 9.14

API 5L 45th Edition - Clause 11

7305.11 000 7305.12 000 7305.19 000 7305.20 000 7305.31 000 7305.39 000 7305.90 000

7305.11.00 00 7305.12.10 00 7305.12.90 00 7305.19.10 00 7305.19.90 00 7305.20.00 00 7305.31.10 00 7305.31.90 00 7305.39.10 00 7305.39.90 00 7305.90.00 00

API 5CT 9th Edition

J55, M65, N80 Type 1, N80Q, P110, Q125


API 5CT 9th Edition - Clause 10.4.3 Table C37, C38 and C39

API 5CT 9th Edition - Clause 10.3, 10.4, 10.5, 10.6, 10.7, 10.12, 10.13 and 10.13.5, 10.15

API 5CT 9th Edition - Clause 10.3, 10.4, 10.5, 10.6, 10.7, 10.13 and 10.13.5

API 5CT 9th Edition - Clause 11 Table C4.6, C4.7 and C4.8

MS ISO 3183:2009 PSL1 SMLS L245 or B PSL2 B, X42, X46, X52, X56, X60, X65, X70, X80

For lined pipes use in oil and gas industry

MS ISO 3183:2009 - Clause 10.2 Table 17 and 18

MS ISO 3183:2009 - Clause 9.2, 9.3, 9.4, 9.5, 9.6, 9.7, 9.8, 9.9, 9.10, 9.11, 9.13, 9.14, Annex E

MS ISO 3183:2009 - Clause 9.2, 9.3, 9.5, 9.6, 9.7, 9.8, 9.9, 9.11, 9.13, 9.14

MS ISO 3183:2009 - Clause 11

MS 2381:2011 Refer to ASTM A53M :2012

Refer to : ASTM A530M:2012,

Ordinary uses in steam, water, gas and air line

MS 2381:2011 - Clause 13

MS 2381:2011 - Grade A: 5, 7, 7.2, 7.3, 8 10, 11, 12, 17 Type E: 5, 7, 7.2, 7.3, 8, 9, 9.1, 10, 11, 12, 17 Type S: 5, 7, 7.2, 7.3, 8, 9, 10, 11, 12 and 17

MS 2381:2011 - Grade A: 5, 7, 7.2, 7.3, 10, 17 Type E: 5, 7, 7.2, 7.3, 10, 17 Type S: 5, 7, 7.2, 7.3, 10 and 17

MS 2381:2011 - Clause 21

MS 2376:2011 MS 2376:2011 - Clause 15

MS 2376:2011 - Clause 6, 8, 9, 10, 12, 13

MS 2376:2011 - Clause 6, 8, 9, 12

MS 2376:2011 - Clause 21

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MS 862:1983 For pressure usage purpose MS 862:1983 - Clause 10

MS 862:1983 (a) Electric welded: 8.2, 8.3, 8.4.2, 8.4.3, 8.4.3.1, 8.4.3.2, 8.7, 11.4, 11.5, 8.7.4.2 (b) Submerged arc welded: 8.2, 8.3, 8.4.2, 8.4.3, 8.4.3.1, 8.7, 11.6, 8.7.4.2 (c) Butt welded: 8.2, 8.3, 8.4.2, 8.4.3, 8.4.3.1, 8.4.3.2, 8.7, 11.4, 11.5 and 8.7.4.2

MS 862:1983 - (a) Electric welded: 8.2, 8.3, 8.7, 11.4, 11.5, 8.7.4.2 (b) Submerged arc welded: 8.2, 8.3, 8.7, 11.6, 8.7.4.2 (c) Butt welded: 8.2, 8.3, 8.7, 11.4, 11.5 and 8.7.4.2

MS 862:1983 - Clause 12

4 Alloy Steel Products

4.1 Hot-rolled alloy steel coil (width 600 mm and more)

MS EN 10025-6:2011

S460Q, QL, QL1 S550Q, QL, QL1


MS EN 10025-6 :2011 - Clause 7.2 Chemical composition Clause 7.3 Mechanical properties Clause 7.7 Dimension


7225.30 000 7225.30.90 00

Hot-rolled alloy steel plate (width 600 mm and more)

MS EN 10025-6:2011


7225.40 000 7225.40.90 00

4.2 Hot-rolled alloy steel coil (width less than 600 mm)

MS EN 10025-6:2011

S460Q, QL, QL1, S550Q, QL, QL1


MS EN 10025-6:2011 - Clause 7.2 Chemical composition Clause 7.3 Mechanical properties Clause 7.7 Dimension


7226.91 130 7226.91 190

7226.91.10 00 7226.91.90 10

Hot-rolled alloy steel plate (width less than 600 mm )

MS EN 10025-6:2011


MS EN 10025-6:2011 - Clause 8.3.1

7226.99 900 7226.91.90 90

4.3 Angles, shapes and sections of alloy steel

MS EN 10025-6:2011

S460Q, QL, QL1, S550Q, QL, QL1


MS EN 10025-6:2011 Clause 7.2 Chemical composition Clause 7.3 Mechanical properties Clause 7.7 Dimension


7228.70 190 (Angles) 7228.70 200 (Shapes and sections)

7228.70.10 19 (Angles) 7228.70.10 20 (Shapes and sections)

19

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4.4 Angles, shapes and sections of stainless steel

MS 2240-2:2009 Refer to Table 1 of MS 2240-2

Corrosion-resistant stainles steel for general purposes

MS 2240-2:2009 - Clause 8

MS 2240-2:2009 - Clause 8.4 MS 2240-2:2009 - Clause 9

7222.40 190 (Angles) 7222.40 200 (Shapes and sections)

7222.40.10 19 (Angles) 7222.40.90 20 (Shapes and sections)

5 Structures and Parts of Structures of Iron And Steel

5.1 Bridges and bridge sections

MS EN 10025-2:2011

S275JR, S275J0, S275J2, S355JR, S355J0, S355J2, S355K2

Structures and parts of structures (e.g., bridges and bridge-sections)

MS EN 10025-2:2011 - Clause 8.3.1



7308.10 000 7308.10.10 00 7308.10.90 00

5.2 Towers and lattice masts

MS EN 10025-2:2011


Structures and parts of structures (e.g., tower and masts)

MS EN 10025-2:2011 - Clause 8.3.1



7308.20 000 7308.20.11 00 7308.20.19 00 7308.20.21 00 7308.20.29 00

5.3 Scaffolding and accessories - MS 1462-1:2012 (frame type)

JIS G 3444:2010 MS 1705:2003

STK400, STK500, SPHC

i.Tubes ii. Catwalk, staircase iii. Connectors

MS 1462-1:2012 - Clause 6: Sampling for system performance test -3 bays x 3 lift frame

MS 1462-1:2012 - Clause 6.1 : System performance test (Annexes C and D), Clause: 6.1.1.1 Stiffness test (Annex C1,C3) Clause 6.2: Load test (Table 3)

MS 1462-1:2012 - Clause 10

7308.40 000 7308.40.10 00 7308.40.90 00

Scaffolding and accessories - MS 1462-2-1:2010 (tubular type)

EN 39:2001 MS 1705:2003

S235GT, SPHC

i.Tubes ii. Catwalk, staircase iii. Connectors

Testing based on EN 39:2001 for tubes MS 1462-2-1:2010 - Clause 12

5.4 Fabricated structures

MS EN 10025-2:2011


Structures and parts of structures (e.g., building structures)

MS EN 10025 -2:2011 - Clause 8.3.1


20

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5.5 Guardrail AASHTO M-180 BS EN ISO 1461

ASTM A 653M Corrugated sheet steel prepared for highway guardrail beam

Clause 5.2.1 Clause 8.1.1 Mechanical test for beams and transition sections Clause 8.1.2 Mechanical test for end and buffer sections Clause 10 - Dimensions (refer to Table 2)

Clause 11: Name or brand of manufacture, identification symbols or code for heat number and coating lot, AASHTO specification number, class and type

7308.90 910 7308.90.92 00

5.6 Light gauge steel sections (cold formed)

JIS G 3350:2009 SSC 400 Light gauge sections for buildings and other structures, e.g., lipped and light channel

JIS G 3350:2009 - Clause 10.2.2

JIS G 3350:2009 - Clause 5, 6, 7 and 8 7308.90 990 7308.90.99 00

5.7 Sheet piling, drilled or undrilled, punched or made from assembled elements

MS 2025-1:2006 and MS 2025-2:2006

S235JRC, S275JRC, S355J0C

Cold formed sheet pile MS 2025- 1:2006 - Clause 8

MS 2025- 1:2006 - Clause 8.1.2, 8.1.3, 8.4, 8.5

MS 2025-1:2006 - Clause 9

7301.10 000 7301.10.00 00

BS EN 10248-1:1996 and BS EN 10248-2:1996

S240GP, S270GP, S320GP, S355GP, S390GP, S430GP, S460GP

Hot-rolled sheet pile BS EN 10248-1:1996 - Clause 9 : 1 sample at 125 tons

BS EN 10248-1:1996 - Clause 8.2 .3.2: Chemical composition, 8.2.3.3: Tensile test, 8.2.3.4: Impact test, weldability, dimensional tolerance - In accordance to EN 10248-2 (1 pc)

BS EN 10248-1:1996 - Clause 8.2.3.2: Chemical composition, Clause 8.2.3.3: Tensile test, Dimensional tolerance - In accordance to EN 10248-2 (1 pc)

BS EN 10248-1:1996 - Clause 10: Steel grade, manufacturer name or logo (each pile), bundle (tagging)

7301.20 000 7301.20.00 00

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Bearing piles - angles, shapes and sections

MS EN 10025-2:2011

S235JR, S235JO, S235J2, S275JR, S275J0, S275J2, S355JR, S355J0, S355J2, S355K2, S450J0

For transmission tower and building

MS EN 10025-2:2011 - Clause 8 and 9

MS EN 10025-2:2011 - Clause 7.2, 7.3 and 7.7 Angles : EN10056-1, EN10056-2,I and H-Section: EN10034U-Section: EN10279 Taper flange I sections: EN10024T Sections: EN10055

MS EN 10025-2:2011, Clause 7.2, 7.3 and 7.7 Angles: EN10056-1, EN10056-2,I and H-Section: EN10034U-Section: EN10279 Taper flange I sections: EN10024T Sections: EN10055

MS EN 10025-2:2011 - Clause 11: Grade, quality, cast number, manufacturer’s name or mark

7216.10 000 7216.21 100 7216.22 000 7216.31 000 7216.32 000 7216.33 200 7216.33 900 7216.40 100 7216.40 200 7216.50 100 7216.50 200 7216.61 100 7216.61 200 7216.69 100 7216.69 200

7216.10.00 00 7216.21.00 20 7216.21.00 90 7216.22.00 00 7216.31.00 00 7216.32.00 10 7216.32.00 90 7216.33.00 11 7216.33.00 19 7216.33.00 90 7216.40.00 10 7216.40.00 20 7216.50.10 12 7216.50.10 19 7216.50.10 20 7216.50.90 10 7216.50.90 20 7216.61.00 14 7216.61.00 19 7216.61.00 20 7216.69.00 14 7216.69.00 19 7216.69.00 20

5.8 Railway or tramway track construction material of iron or steel, the following: Railway and tramway rails (Flat bottom railway rails)

JIS E 1101 BS EN 13674-1

30A, 37A, 40N, 50N, 60, 50S, 70S, 80S

Rails and cross-ties. Calculated mass of more than 30kg

Clause 9 - 9.4 (d) Tensile test piece, (e) Falling weight test piece (f) Sulfur print test piece

Clause 9: 9.5 Chemical analysis, 9.6 Tensile test, 9.7 Hardness test

Clause 12 7302.10 000 *7302.90 100 *7302.90 900

7302.10.00 00 7302.90.10 00 7302.90.90 00

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6 Iron Products

6.1 Tubes, pipes and hollow profiles of cast iron

MS 1919 DN40, 50, 60, 65, 80, 11, 125, 150, 200, 250, 300, 350, 400, 500, 600, 700, 800, 900, 1000, 1200, 1400

Ductile iron pipes for water pipelines

Clause 6.3.2 - Preparation of test bars (Refer Table 13)

Clause 6. : System performance test (Annexes C and D), Clause: 6.1.1.1 Stiffness test (Annex C1, C3) Clause 6.2: Load test (Table 3)

Clause 4.6: Manufacturer name, year of manufacture, identification, DN, reference standard

7303.00 000 7303.00.11 00 7303.00.19 00 7303.00.90 00

BS EN 598 Grade 500/7 Ductile iron pipes for sewerage

ISO 6594 Cast Iron drainage pipe

6.2 Non-malleable cast iron - manhole covers, grating

BS EN 124:2015 A15, B125, C250, D400, E600, F900

Manhole covers for vehicular and pedestrian areas

Clause 8.2.4 - 3 test specimens and shall comply to clauses 6, 7, 8 and 9

Clause 8: 8.1 Test loads refer to table 6 Clause 9: i. Standard, ii. Class, iii. Identification mark

7325.10 100 7325.99 100

7325.10.20 00 7325.99.20 00

7 Wire Rods, Bars and Wires

7.1 Deformed steel in coil for reinforcement of concrete (deformed/indented - coil)

MS 146:2014 B500A, B500B, B500C

Deformed or ribbed or indented bars for cut and bent (various shape and length), precast piles and structure, straighten bars and others construction purpose

MS 146:2014 - Clause 8.1.2

MS 146:2014 - Clause 7.1, 7.3.3, 7.3.4, 7.3.5, 7.4.2, 7.4.3, 7.5, 7.5.2, 7.5.2.2, 7.5.2.3,

MS 146:2014 - Clause 7.1, 7.3.3, 7.3.5, 7.4.2

MS 146:2014 - Clause 10 and 11: Standard numbers, manufacturer, size, batch numbers, other markings

7213.10 000 7213.10.00 00

7.2 Steel wire rod (circular cross section in coil)

MS ISO 16120-2:2008

C7D, C9D, C10D, C12D, C15D, C18D, C20D, C26D

For construction related industry such as wire mesh, tie rods,stirrups and links, chain link fence, gabion, etc

MS ISO 16120-1:2008 - Clause 9.3

MS ISO 16120-2:2008 - Clause 3.2, 3.3, 3.4, 3.5

MS ISO 16120-2:2008 - Clause 3.2

MS ISO 16120-1:2008 - Clause 10: Dimensions of cross section/size, steel grade, heat number and manufacturer

7213.91 000 7213.99 000

7213.91.20 00 7213.91.90 00 7213.99.20 00 7213.99.90 00

MS ISO 16120-2:2008

C62D, C72D, C78D, C82D

For construction related industry such as wire rope, prestressed concrete wire (PC wires), prestressed strand wire (PC strand), etc

MS ISO 16120-1:2008 - Clause 9.3

MS ISO 16120-2 :2008 - Clause 3.2, 3.3, 3.4, 3.5

MS ISO 16120-2 :2008- Clause 3.2

MS ISO 16120-1:2008 - Clause 10: Dimensions of cross section/size, steel grade, heat number and manufacturer

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MS 144:2014 G500/ G250 Plain round bars in coil form for cut and bent (various shape and length), precast piles and structure, straighten bars and others construction purpose

MS 144:2014 - Clause 8.1.2

MS 144: 2014- Clause 7.1, 7.2.3, 7.2.4, , 7.3.2, 7.3.3,

MS 144: 2014 - Clause 7.1, 7.2, 7.3, 7.4,


7213.91 000 7213.99 000

7213.91.20 00 7213.91.90 00 7213.99.20 00 7213.99.90 00

7.3 Wire, strands and ropes

MS1138-2:2007 Nominal Tensile Strength 1470 - (8 mm), 1570 - (7, 8 mm), 1670 - (4, 5, 6, 7 mm), 1770 - (3, 4, 5, 6 mm), 1860 - (3 mm)

PC wire MS 1138-1 :2007 - Clause 7.1 Table 1

MS 1138-2:2007 Clause 6

MS 1138-2:2007 Clause 6.2.1

MS 1138-2:2007 - Clause 7: Type of wire, type, nominal diameter, nominal tensile strength and relaxation class

7217.10 000 7217.90 000

7217.10.31 00 7217.90.90 00

MS 1138-3:2007 Nominal Tensile Strength: 1420, 1570

Wire rod for making of PC Bar MS 1138-1:2007 - Clause 7.1 Table 1

MS 1138- 3:2007 - Clause 6

MS 1138-3:2007 - Clause 6.1 and 6.2

MS 1138-3:2007 - Clause 7: Type, nominal diameter, nominal tensile strength, relaxation class and ductility class

*7227 20 000 (Wire rod) 7229.20 000 (Wire) *7228 20 100 (Bar)

*7227 20.00 00 (Wire rod) 7229.20.00 00 (Wire) *7228 20.11 00

MS 1138-4:2007 Type - 7 wire ordinary

PC strand MS 1138-1 :2007 - Clause 7.1 Table 1

MS 1138-4:2007 Clause 6 , 8.2

MS 1138-4:2007 Clause 6 .1, 6.2

MS 1138-4:2007 - Clause 7: Standard numbers, type of strand, nominal diameter, nominal tensile strength, relaxation class, direction of lay

7213.91 000 7213.99 000

7312.10.91 00 7312.10.99 00 7312.90.00 00

MS ISO 4344:2004 1570, 1770, 1960 Steel wire ropes - lift MS ISO 4344:2004 - Clause 5.4.2

MS ISO 4344:2004- Clause 4.4, 4.4.1,4.4.2, 4.5

MS ISO 4344:2004 - Clause 4.5

MS ISO 4344:2004 - Clause 6.3: Manufacturer’s name, address, certificate number, rope length and destination

7312.10 000 7312.90 000

7312.10.91 00 7312.10.99 00 7312.90.00 00

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MS ISO 2408:2004 1570, 1770, 1960, 2160

Steel wire ropes - general MS ISO 2408:2004 - Annex B

MS ISO 2408:2004 - Clause 4.4, 4.4.1, 4.4.2, 4.5

MS ISO 2408:2004 - Clause 4.5

MS ISO 2408:2004 - Clause 6.2: Manufacturer’s name, address and certificate number

7312.10 000 7312.90 000

7312.10.20 00 7312.10.91 00 7312.10.99 00 7312.90.00 00

7.4 Wire mesh, grill, netting and fencing, welded at the intersection, of wire with a maximum cross-sectional dimension of 3 mm or more and having a mesh size of 100 cm2 or more

MS 145:2014 B500A, B500B, B500C

Steel fabric, mesh for fencing and steel wire mesh for other construction purpose

MS 145:2014 - Clause 8.1.2

MS 145:2014 - Clause 7.1, 7.2.3, 7.2.4, 7.2.5, 7.3.2, 7.3.4 and 8.1.3.2

MS 145:2014 - Clause 7.2.3, 7.2.4, 7.2.5,

MS145:2014 - Clause 10 and 11: Standard numbers, fabric grade and type, manufacturer, mesh dimension and number of sheets

7314.20 000 7314.31 000 7314.39 000 7314.41 000 7314.42 000 7314.49 000 7214.20 210

7314.20.00 00 7314.31.00 00 7314.39.00 00 7314.41.00 00 7314.42.00 00 7314.49.00 00 7214.20.31 00

7.5 Bar (Straight )

i. Plain round steel for reinforcement of concrete (2.5 mm to 12 mm )

MS 144:2014 G500, G250 (≤ 12 mm dia.)

For cut and bent (various shape and length), precast piles and structure, straighten bars and others for construction purpose

MS 144:2014 - Clause 8.1.2

MS 144:2014 - Clause 7.1, 7.2.3, 7.2.4, , 7.3.2, 7.3.3,

MS 144:2014 - Clause 7.1, 7.2.3, 7.2.4, 7.3.2

MS 144:2014 - Clause 10: Standard numbers, manufacturer, size, batch numbers, other markings

7214.99 210 7214.99.90 31

ii. Carbon steel for structural steels (flat bar)

MS EN 10025-2:2011


Flat bar for building platform, drain covers, structural steel fabricated industrial building, transmission towers, air-cond hanging brackets

MS EN 10025-2:2011 - Clause 8 and 9

MS EN 10025-2:2011, Clause 7.2, 7.3 and 7.7 EN10058

MS EN 10025-2:2011 Clause 7.2, 7.3 and 7.7, EN10058


7214.91 200 7214.91.10 00

iii. Deformed steel bar for reinforcement of concrete (deformed/indented - straight)

MS 146:2014 B500A, B500B, B500C

For cut and bent (various shape and length), precast piles and structure, straighten bars and others construction purpose

MS 146:2014 - Clause 8.1.2

MS 146:2014 - Clause 7.1, 7.3.3, 7.3.4, 7.3.5, 7.4.2, 7.4.3, 7.5, 7.5.2, 7.5.2.2, 7.5.2.3,

MS 146:2014 - Clause 7.1, 7.3.3, 7.3.5, 7.4.2


7214.20 210 7214.20.31 00 7214.20.39 00

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7.6 Angles, shapes and section - U, I, L, T and H

MS EN 10025-2:2011


For transmission tower and building

MS EN 10025-2:2011 Clause 8 and 9

MS EN 10025-2:2011 , Clause 7.2, 7.3 and 7.7 Angles : EN10056-1, EN10056-2,I and H-section: EN10034U-section : EN10279 Taper flange I sections: EN10024T Sections: EN10055

MS EN 10025-2:2011 , Clause 7.2, 7.3 and 7.7 Angles : EN10056-1, EN10056-2,I and H-section: EN10034U-section : EN10279 Taper flange I sections: EN10024T Sections: EN10055


7216.10 000 7216.21 100 7216.22 000 7216.31 000 7216.32 000 7216.33 200 7216.33 900 7216.40 100 7216.40 200 7216.50 100 7216.50 200 7216.61 100 7216.61 200 7216.69 100 7216.69 200

7216.10.00 00 7216.21.00 20 7216.21.00 90 7216.22.00 00 7216.31.00 00 7216.32.00 10 7216.32.00 90 7216.33.00 11 7216.33.00 19 7216.33.00 90 7216.40.00 10 7216.40.00 20 7216.50.10 12 7216.50.10 19 7216.50.10 20 7216.50.90 10 7216.50.90 20 7216.61.00 14 7216.61.00 19 7216.61.00 20 7216.69.00 14 7216.69.00 19 7216.69.00 20

8 Stainless Steel Pipes

8.1 Seamless, welded and heavily cold ferritic and austenitic stainless steel pipes and tubes and other construction purpose (ex. ralliing, balustrade, handrail etc)

MS 1841:2010 TP304H, TP309H, TP310H, TP316H, TP321H, TP347H


For construction application

MS 1841:2010 - Clause 8.0, 11.2, 11.3 and 11.4

MS 1841 :2010 - Clause 8.0, 9.0 and 11.2

MS 1841:2010 - Clause 17: Manufacturer’s name or trademark, specification number/standard number, welding, size, schedule/thickness, length, material grade, heat number, product certification number and product origin

Seamless: SML 7304.22 000 7304.23 000 7304.24 000 7304.29 000 Welded: WLD 7306.21 000 7306.40 000

Seamless: SML 7304.22.00 00 7304.23.00 00 7304.24.00 00 7304.29.00 00 Welded: WLD 7306.21.00 00 7306.40.90 00

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ASTM A554 MT-301, MT-302, MT-304, MT-304L, MT-306, MT-309S, MT-309S-Cb, MT-310S, MT-316, MT-316L, MT-330, MT-347

Other, welded, of circular cross-section, of stainless steel for other construction purpose

ASTM A554 - Clause 7.0

ASTM A554 - Clause 7.0, 8.0, 9.0, 10.0 and 11.0

Manufacturer’s name or trade mark, specification number/standard number, steel name or number/grade, dimensions and product origin

Seamless: SML 7304.41 100 7304.41 900 7304.49 100 7304.49 900 Welded :WLD 7306.40 000

Seamless : SML 7304.41.00 10 7304.41.00 90 7304.49.00 10 7304.49.00 90 Welded :WLD 7306.40.10 00 7306.40.20 00 7306.40.30 00 7306.40.90 00

8.2 Welded austenitic stainless steel tubes for the conveyance of water and other aqueous liquids - Technical delivery conditions

MS 1988:2007 Welded stainless steel tube for the conveyance of water and other aqueous liquids

MS1988:2007 - Clause 10.00

MS 1988:2007 - Clause 8.2, 11.1 and 11.7

MS 1988:2007 - Clause 13: Manufacturer’s name or trade mark, specification number/standard number, steel name or number/ grade, dimensions, heat number/lot number and product origin

7306.21.000 7306.21.00 00

8.3 Light gauge stainless steel tube for ordinary piping

JIS G 3448:2012 Other, welded, of circular cross-section, of stainless steel for other construction purpose

JIS G 3448:2012 - Clause 5.1, 5.2, 5.3, 5.4, 6.0 and 7.0

JIS G 3448:2012 - Clause 4.1, 5.1 and 9.0

JIS G 3448:2012 - Manufacturer’s name or trade mark, specification number/standard number, steel name or number/grade, dimensions, heat number/lot number and product origin

7306.40 000 7306.40.10 00 7306.40.20 00 7306.40.30 00 7306.40.90 00

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9 Aluminium

9.1 Aluminium plates, sheets and strip of a thickness exceeding 0.2 mm, alloyed or non-alloyed

MS 2040:2007 Alloy Grade 1050, 1060, 1070, 1100, 1200, 3003, 3004, 3005, 3104, 3105, 5005, 5052, 5083, 5182, 5454, 6061, 7075

Clause 8: 300 x 250 mm - tensile test, A4 size x 2 pcs Dimension: coil at least 2 m sheet : actual size

Clause 7: Chemical Composition; Mechanical Properties; Clause 6: Thickness; and skin material of clad sheet; Size tolerance for sheet and clad sheet

Clause 7: Chemical Composition; Mechanical Properties; Clause 6: thickness; size tolerances

Clause 9: Type and grade, dimension and weight, lot number and batch number, year and month of manufacture, manufacturer’s name, country of origin

7606.11 000 7606.12 000 7606.91 000 7606.92 000

7606.11.10 00 7606.11.90 00 7606.12.10 00 7606.12.20 00 7606.12.31 00 7606.12.39 00 7606.12.90 00 7606.91.00 00 7606.92.00 00

9.2 Aluminium foils of a thickness not exceeding 0.2 mm, not backed - Rolled but not further worked

MS 1848:2005 Alloy Grade 1100, 3120, 3003, 8011, 8079

External or internal building facade roof, cladding, ceiling strips, wall panelling, gutter and any other construction applications

A4 size x 2pcs Dimension: coil at least 2 m

Clause 6.1 : Chemical Composition, Clause 6.2 : Thickness Clause 7 : Inspection on apperance and dimension

Clause 9: Type and grade, dimension and weight, lot number and batch number, year and month of manufacture, manufacturer’s name, country of origin

7607.11 000 *7607.19 000 *7607.20 100 *7607.20 900

7607.11.00 00 7607.19.00 00 7607.20.00 10 7607.20.00 90

9.3 Aluminium and aluminium alloy - extruded shapes

MS 2289:2010 Alloy Grade 6005A, 6060, 6061, 6063, 6082, 6101,

External or internal building facade, roof, cladding, ceiling strips, wall panelling, gutter and any other construction applications

Clause 8: For the shapes weighing 3 kg or less per 1 m, one test piece for each 1,000 kg ii. For the shapes weighing more than 3 kg per 1 m, one test piece for each 2,000 kg Clause 7.2 : A4sized x 5pcs

Clause 7: Chemical Composition; Mechanical Properties; Electrical Conductivity; Sectional Dimensions

Clause 7 : Hardness Test Alloy Composition

Clause 9: Alloy type and temper, profile identification, length and weight, manufacture number or year and month of manufacture, name of manufacturer

*7604.10 000 *7604.21 000

*7604.10.10 00 *7604.10.90 00 *7604.21.10 00 *7604.21.90 00

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9.4 Aluminium structures and parts of structures; doors, windows and their frames and threshold for doors 1. Alumininum alloy window 2. Aluminium framed sliding door

MS 832:2011 - window MS 1017:2012 - sliding door

Alloy Grade 6060, 6061, 6063, 6082, 6N01,

External or internal building facade, roof, cladding, ceiling strips, wall panelling, gutter, windows, doors and curtainwall frames and any other construction applications

Clause 10.1: Full size set panel; aluminium frame profile @ 4 pcs x 6”

Clause 5: Material (Alloy composition and mechanical), joint sealant, operating device, bearing device and hardware, weatherstrip, fastener, glass, glazing gasket and sealant; Clause 10.1: Performance test; Clause 10.2.2: Operation tests

Clause 10.1: Performance Tests - Structural, Air leakage, Watertightness; Clause 5: Alloy composition; Hardness test

Clause 14 (window); Clause 12 (sliding door): Name or trademark of the manufacturer, number of the MS, design wind pressure

7610.10 000 7610.10 900

7610.10.00 10 7610.10.00 90

9.5 Aluminium composite panel for exterior and interior wall

MS 2571:2014 (P) Alloy Grade 3003, 3105, 5005

External or internal building facade, roof, cladding, ceiling strips, wall panelling, gutter and any other construction applications

A4 sized x 5 pcs As per Clause 7, including; material (skin), coating, dimension deviation, thickness of aluminium material and coating, performance - see table 4(a) and 4(b)

Clause 7: Thickness, Thickness of aluminium material, Coating film thickness, Peeling Strength

Clause 8: Name of manufacturer, product name, batch number, quantity, product specification, MS

7606.11 000 7606.11.10 00 7606.11 90 00

9.6 Alumimium and aluminium alloy – coil coated sheet and strips for general applications

MS EN 1396:2012(P)

Alloy Grade 1050A, 1200, 3003, 3103, 3004, 3005, 3104, 3105, 5005, 5006, 5010, 5050, 5251, 5052, 5754, 5182, 6011, 6025, 8011A

External or internal building facade roof, cladding, ceiling strips, wall panelling, gutter and any other construction applications

A4 sized x 5 pcs Clause 4 :Chemical composition, Clause 5: Mechanical properties, tolerance on shapeClause 5 Table 2: dimensions Clause 6:Coating properties

Clause 4 : Chemical Composition, Clause 5: Mechanical Properties, Clause 6: Coating Properties

Clause 8:Name or mark of manufacturer, alloy and temper, coating information, order number, order dimension, product batch number and mass

*7606.91 000 *7606.92 000

7606.91.00 00 7606.92.00 00

Revised date 28 January 2016 (Rev-01)

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GUIDEBOOK ON COMPLIANCE OF MANDATORY STANDARDSFOR IRON, STEEL AND ALUMINIUM

w w w . c i d b . g o v . m y

QPASSGUIDEBOOK ON COMPLIANCE OF MANDATORY STANDARDSFOR IRON, STEEL AND ALUMINIUM

Lembaga Pembangunan Industri Pembinaan MalaysiaConstruction Industry Development Board Malaysia

Tingkat 10, Menara Dato' Onn,Pusat Dagangan Dunia Putra (PWTC),No 45, Jalan Tun Ismail, 50480 Kuala Lumpur Tel : 03- 4047 7000 Faks : 04- 4047 7420Emel : [email protected]

Talian CIDB Careline : 1300 88 2432

Quality Products Accordance to Speci�ed Standard

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