Tender For Peb Design, Structure Fab & Erec At Talegaon Sc (Pune) 7021464 10 10 40 SUPPLY OF INSULATION WITH CLADDING 16,800 M2 30 P / FABRICATED CHEQUERED PLATES 100 TO 10 FABRICATION OF MS STRUCTURE 2,300 TO 20 P&F OF MS GRATINGS 10,000 KG Email : ASHISH.DUBEY5@AMNS.IN Contact : Name : Ashish Dubey Item Details : PROPRIETARY <(>&<)> CONFIDENTIAL This document discloses proprietary information of AM/NS India ltd. It may be reproduced or disclosed only with the written permission and is not to be used in any way detrimental to the interest of ArcelorMittal Nippon Steel India Limited. ARCELORMITTAL NIPPON STEEL INDIA LIMITED (AMNSI) SERVICE CENTER PROJECT AT PUNE,MAHARASHTRA AMNS Document Number SCP1-AMD-COMN-GEN-S-TSP-001 Rev. 01 Document Description TECHNICAL SPECIFICATION FOR SUPPLY OF PRE-ENGINEERED BUILDING FOR SERVICE CENTER, PUNE Issue Purpose Issued for Information AMDEC Document Number: AMDEC-124031-83-07-STR-SPC-0001 Rev. 01 SERVICE CENTER PROJECT AT PUNE,MAHARASHTRA AMNS Document Number SCP1-AMD-COMN-GEN-S-TSP-001 TECHNICAL SPECIFICATION FOR SUPPLY OF PRE-ENGINEERED BUILDING FOR SERVICE CENTER, PUNE Page: 2 of (20) AMDEC Document Number: AMDEC-124031-83-07-STR-SPC-0001 PROPRIETARY <(>&<)> CONFIDENTIAL This document discloses proprietary information of AM/NS India ltd. It may be reproduced or disclosed only with the written permission and is not to be used in any way detrimental to the interest of ArcelorMittal Nippon Steel India Limited. REVISION HISTORY Rev Date Revision Text Prepared By Reviewed By Approved By P0 29.06.2024 ISSUE FOR CLIENT APPROVAL J.N.S K.D.M S.S 00 02.07.2024 ISSUE FOR INFORMATION J.N.S K.D.M S.S 01 30-07-2024 ISSUE FOR INFORMATION J.N.S K.D.M S.S SERVICE CENTER PROJECT AT PUNE,MAHARASHTRA AMNS Document Number SCP1-AMD-COMN-GEN-S-TSP-001 TECHNICAL SPECIFICATION FOR SUPPLY OF PRE-ENGINEERED BUILDING FOR SERVICE CENTER, PUNE Page: 3 of (20) AMDEC Document Number: AMDEC-124031-83-07-STR-SPC-0001 PROPRIETARY <(>&<)> CONFIDENTIAL This document discloses proprietary information of AM/NS India ltd. It may be reproduced or disclosed only with the written permission and is not to be used in any way detrimental to the interest of ArcelorMittal Nippon Steel India Limited. CONTENTS 1. GENERAL ............................................................. ........................................................ 4 2. SITE CONDITIONS ..................................................... .................................................. 4 3. INTENT OF SPECIFICATION ............................................. ........................................... 5 4. SCOPE OF WORK ....................................................... ................................................. 5 5. DRAWING AND DOCUMENTS DURING AND AFTER OFFER .................................. 16 6. ERECTION OF STEEL WORKS ............................................. ..................................... 17 7. DELIVERY CONDITIONS ................................................. ........................................... 17 8. SUPPLY AND ERECTION SCHEDULE Page 2 of 35 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( PUNE) Gat No 437 & 442, Golechiwadi, Ambi-Nigade Road,,MIDCTalegaon, Dist PUNE,410507,Maharashtra,India GSTIN 27AAACE1741P1ZH PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000120349 Date 13.09.2024 Submission Date 28.09.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ Mr. Aman Burnwal Contact Email AMAN.BURNWAL@AMNS.IN MATERIALS / SERVICES Please acknowledge receipt of the RFQ And provide your best quote for below given RFQ details. SR. No PR No. PR Item RFQ Item Services for line Item Quantity UOM Technical Details Other Details ...................................................................... 18 9. INSPECTION AND TESTING .............................................. ........................................ 18 10. QUALITY ASSURANCE PLAN ............................................. ....................................... 19 11. PERFORMANCE GAURANTY ............................................... ..................................... 20 12. HSE REQUIREMENTS.................................................... ............................................ 20 ANNEXURES A Schematic General Layout for Pune SSC Attached B Schematic General Routing Layout for Electrical cable Tray Attached C Schematic General Routing Layout for Water and Utility Pipes Attached SERVICE CENTER PROJECT AT PUNE,MAHARASHTRA AMNS Document Number SCP1-AMD-COMN-GEN-S-TSP-001 TECHNICAL SPECIFICATION FOR SUPPLY OF PRE-ENGINEERED BUILDING FOR SERVICE CENTER, PUNE Page: 4 of (20) AMDEC Document Number: AMDEC-124031-83-07-STR-SPC-0001 PROPRIETARY <(>&<)> CONFIDENTIAL This document discloses proprietary information of AM/NS India ltd. It may be reproduced or disclosed only with the written permission and is not to be used in any way detrimental to the interest of ArcelorMittal Nippon Steel India Limited. 1. GENERAL ArcelorMittal Nippon (AM/NS) India Limited (Buyer) is a fully integrated flat carbon steel manufacturer – from iron ore to ready-to-market products with current achievable capacity of 8.5 million tons per annum (MTPA). Facilities at Hazira comprise iron making, steel making and downstream facilities including cold rolling mill, galvanizing, pre-coated facility, steel processing, an extra wide plate mill and a pipe mill. AM/NS under their Expansion Projects intend to set up a new HR/CR Steel Service Centre (SSC) at Pune, Maharashtra, India to cater the tailor-made HR/CR finished product requirement of about 234,000 TPA. 2. SITE CONDITIONS OWNER : Arcelor Mittal Nippon Steel India PROJECT TITLE : Expansion of Service Center at Pune LOCATION : Pune, Maharashtra, India. NEAREST INT. AIRPORT : Pune International Airport, 45 km NEAREST NATIONAL HIGHWAY : NH-60 NEAREST RAILWAY STATION : Vadgaon Railway Station, 8.5 km NEAREST PORT : Mumbai Port, 125 km ALTITUDE : Latitude 18° 46’ 31.2 N Longitude 73° 39’ 51.5 E RAINFALL : 1200 mm/ Year AMBIENT AIR TEMPARATURE Max. Temp. : 50 °C Min. Temp. : 11 °C Avg. Design Temp. : 28 °C RELATIVE HUMIDITY Page 3 of 35 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( PUNE) Gat No 437 & 442, Golechiwadi, Ambi-Nigade Road,,MIDCTalegaon, Dist PUNE,410507,Maharashtra,India GSTIN 27AAACE1741P1ZH PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000120349 Date 13.09.2024 Submission Date 28.09.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ Mr. Aman Burnwal Contact Email AMAN.BURNWAL@AMNS.IN MATERIALS / SERVICES Please acknowledge receipt of the RFQ And provide your best quote for below given RFQ details. SR. No PR No. PR Item RFQ Item Services for line Item Quantity UOM Technical Details Other Details MAXIMUM : 88 % MINIMUM : 21 % SERVICE CENTER PROJECT AT PUNE,MAHARASHTRA AMNS Document Number SCP1-AMD-COMN-GEN-S-TSP-001 TECHNICAL SPECIFICATION FOR SUPPLY OF PRE-ENGINEERED BUILDING FOR SERVICE CENTER, PUNE Page: 5 of (20) AMDEC Document Number: AMDEC-124031-83-07-STR-SPC-0001 PROPRIETARY <(>&<)> CONFIDENTIAL This document discloses proprietary information of AM/NS India ltd. It may be reproduced or disclosed only with the written permission and is not to be used in any way detrimental to the interest of ArcelorMittal Nippon Steel India Limited. 3. INTENT OF SPECIFICATION This specification is meant for the design, preparation of drawings, manufacturing, supply, erection including transport to site and supervision of erection of pre-engineered building (PEB) for Expansion Steel Service Center. 4. SCOPE OF WORK The scope of work under the PEB package shall include design, manufacturing, testing, and erection supervision and inspection at manufacturer works (as per relevant IS/ ASTM), packing and delivery to site. Structural steel columns with pre-coated galvanized sheet side cladding and roofing. SERVICE CENTER PROJECT AT PUNE,MAHARASHTRA AMNS Document Number SCP1-AMD-COMN-GEN-S-TSP-001 TECHNICAL SPECIFICATION FOR SUPPLY OF PRE-ENGINEERED BUILDING FOR SERVICE CENTER, PUNE Page: 6 of (20) AMDEC Document Number: AMDEC-124031-83-07-STR-SPC-0001 PROPRIETARY <(>&<)> CONFIDENTIAL This document discloses proprietary information of AM/NS India ltd. It may be reproduced or disclosed only with the written permission and is not to be used in any way detrimental to the interest of ArcelorMittal Nippon Steel India Limited. 4.1. General i. Building Parameters – Main Shed SR No. Description Building A (EF-FG BAY) FG+RM SHED Building B (GH BAY) STOCK YARD SHED Building C (JK BAY) (Scrap Yard) 1 Type of Frame Multi Bay Pitch-Slope Gable Single Bay Pitch Slope Gable Single Bay Pitch Slope Gable 2 Area (m2) 12302 4485 800 3 Width (m) Page 4 of 35 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( PUNE) Gat No 437 & 442, Golechiwadi, Ambi-Nigade Road,,MIDCTalegaon, Dist PUNE,410507,Maharashtra,India GSTIN 27AAACE1741P1ZH PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000120349 Date 13.09.2024 Submission Date 28.09.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ Mr. Aman Burnwal Contact Email AMAN.BURNWAL@AMNS.IN MATERIALS / SERVICES Please acknowledge receipt of the RFQ And provide your best quote for below given RFQ details. SR. No PR No. PR Item RFQ Item Services for line Item Quantity UOM Technical Details Other Details 60 m C/C of Steel Column (30.3+30.6) 30.3 m C/C of Steel Column 20 m C/C of Steel Column 4 Length (m) 202 148 40 5 Clear Height at eave (m) As per Cross Section Layout As per Cross section Layout 10 6 Column Start From 0.5 m below FFL 0.5 m below FFL 0.5 m below FFL 7 Roof Slope 1 : 10 1 : 10 1 : 10 8 Internal Column Spacing As per Marked in Drawings ( Annexture A ) As per Marked in Drawings ( Annexture A ) As per Marked in Drawings ( Annexture A ) 9 Gable End Column Spacing As per Marked in Drawings ( Annexture A ) As per Marked in Drawings ( Annexture A ) As per Marked in Drawings (Annexture A ) 10 Type of bracing Roof- Tube/Cable Bracing Wall - Tube/Cable Bracing Roof- Tube/Cable Bracing Wall - Tube/Cable Bracing Roof- Tube/Cable Bracing Wall - Tube/Cable Bracing 11 Framed Opening As per Marked in Drawings ( Annexture A ). As per Marked in Drawings ( Annexture A ) As per Marked in Drawings ( Annexture A ) Page 5 of 35 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( PUNE) Gat No 437 & 442, Golechiwadi, Ambi-Nigade Road,,MIDCTalegaon, Dist PUNE,410507,Maharashtra,India GSTIN 27AAACE1741P1ZH PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000120349 Date 13.09.2024 Submission Date 28.09.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ Mr. Aman Burnwal Contact Email AMAN.BURNWAL@AMNS.IN MATERIALS / SERVICES Please acknowledge receipt of the RFQ And provide your best quote for below given RFQ details. SR. No PR No. PR Item RFQ Item Services for line Item Quantity UOM Technical Details Other Details 12 Canopy with Soffit One in Each Gable End One in Each Gable End One in Each Gable End SERVICE CENTER PROJECT AT PUNE,MAHARASHTRA AMNS Document Number SCP1-AMD-COMN-GEN-S-TSP-001 TECHNICAL SPECIFICATION FOR SUPPLY OF PRE-ENGINEERED BUILDING FOR SERVICE CENTER, PUNE Page: 7 of (20) AMDEC Document Number: AMDEC-124031-83-07-STR-SPC-0001 PROPRIETARY <(>&<)> CONFIDENTIAL This document discloses proprietary information of AM/NS India ltd. It may be reproduced or disclosed only with the written permission and is not to be used in any way detrimental to the interest of ArcelorMittal Nippon Steel India Limited. ii. Building Parameters – Auxiliary Units SR No. Description Category of Auxiliary Units Watch Tower Maintenance Workshop PCC ROOM and UPS ROOM Compressor + Dryer + Receiver Tank 1 Type of Frame Latticed Structure Lean Shed Framed Structure Lean Shed 2 Area (m2) 6 (4 Nos.) 132 250 54 3 Width (m) 2.35m 6 m 5m 6 m 4 Length (m) 2.35m 22 m 50m 9 m 5 Clear Height (m) 12 8 8 8 6 Column Start From 0.5m below FFL 0.5m below FFL 0.5m below FFL 0.5m below FFL 7 Roof Slope - 1:10 - 1:10 8 Internal Column Spacing As per GA Drawing As per GA Drawing As per GA Drawing As per GA Drawing 9 Gable End Column Spacing As per GA Drawing As per GA Drawing As per GA Drawing As per GA Drawing 10 Type of Page 6 of 35 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( PUNE) Gat No 437 & 442, Golechiwadi, Ambi-Nigade Road,,MIDCTalegaon, Dist PUNE,410507,Maharashtra,India GSTIN 27AAACE1741P1ZH PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000120349 Date 13.09.2024 Submission Date 28.09.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ Mr. Aman Burnwal Contact Email AMAN.BURNWAL@AMNS.IN MATERIALS / SERVICES Please acknowledge receipt of the RFQ And provide your best quote for below given RFQ details. SR. No PR No. PR Item RFQ Item Services for line Item Quantity UOM Technical Details Other Details bracing RoofTube/Cable Bracing Wall - Tube/Cable Bracing Roof- Tube/Cable Bracing Wall - Tube/Cable Bracing Roof- Tube/Cable Bracing Wall - Tube/Cable Bracing Roof- Tube/Cable Bracing Wall - Tube/Cable Bracing 11 Framed Opening As per GA Drawing As per GA Drawing As per GA Drawing As per GA Drawing Note:- Use of Solid Web Column shall be limited up to 1500mm depth, latticed column shall be used for higher requirement. SERVICE CENTER PROJECT AT PUNE,MAHARASHTRA AMNS Document Number SCP1-AMD-COMN-GEN-S-TSP-001 TECHNICAL SPECIFICATION FOR SUPPLY OF PRE-ENGINEERED BUILDING FOR SERVICE CENTER, PUNE Page: 8 of (20) AMDEC Document Number: AMDEC-124031-83-07-STR-SPC-0001 PROPRIETARY <(>&<)> CONFIDENTIAL This document discloses proprietary information of AM/NS India ltd. It may be reproduced or disclosed only with the written permission and is not to be used in any way detrimental to the interest of ArcelorMittal Nippon Steel India Limited. iii. Crane Details :- Crane Data EF bay FG Bay GH bay Scrap yard No. of Crane/Bay 3 3 2 1 Crane Capacity 30 T - 1 Nos 45 T - 1 Nos 35 T - 1 Nos 10 T - 1 Nos 20 T - 1 Nos 15 T - 2 Nos 15 T - 1 Nos 15 T - 1 Nos Top of Rail 10 Mtr 10 Mtr 10 Mtr 8 Mtr Rail centre to centre distance 28.6 28.6 28.6 18.5 Maintenance Walkway Required Required Required Required Note:- 1) For all the Crane Data given above are of tentative based final data will be available from the crane vendor. 2) Tandem operation considered. 3) Crane ( Capacity more than 20T) shall be supported directly on column. EXCLUSION :- The Scope of work under the PEB package shall exclude following works. • All Civil works Page 7 of 35 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( PUNE) Gat No 437 & 442, Golechiwadi, Ambi-Nigade Road,,MIDCTalegaon, Dist PUNE,410507,Maharashtra,India GSTIN 27AAACE1741P1ZH PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000120349 Date 13.09.2024 Submission Date 28.09.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ Mr. Aman Burnwal Contact Email AMAN.BURNWAL@AMNS.IN MATERIALS / SERVICES Please acknowledge receipt of the RFQ And provide your best quote for below given RFQ details. SR. No PR No. PR Item RFQ Item Services for line Item Quantity UOM Technical Details Other Details • All electrical works • All HVAC works. • EOT Crane supply SCOPE OF SUPPLY INCLUDES • Foundation anchor bolts with all plates, sleeves, etc. <(>&<)> Templates. (Foundation bolt and Template supply at site in advance) • Complete Steel Structure required for Pre- Engineered Building including, crane beams, crane bracket, crane rail, crane maintenance platform, staircase, ladders, painting etc. • Connection bolts • Roof accessories, roof monitor, ventilators, louvers and FRP sky lights. SERVICE CENTER PROJECT AT PUNE,MAHARASHTRA AMNS Document Number SCP1-AMD-COMN-GEN-S-TSP-001 TECHNICAL SPECIFICATION FOR SUPPLY OF PRE-ENGINEERED BUILDING FOR SERVICE CENTER, PUNE Page: 9 of (20) AMDEC Document Number: AMDEC-124031-83-07-STR-SPC-0001 PROPRIETARY <(>&<)> CONFIDENTIAL This document discloses proprietary information of AM/NS India ltd. It may be reproduced or disclosed only with the written permission and is not to be used in any way detrimental to the interest of ArcelorMittal Nippon Steel India Limited. • Cladding sheet (Options of Horizontal profile to be shared by Vendor) • Handrails, toe plates • Roof Sheet <(>&<)> Cladding sheet will be provided by AMNS • Chequred plate • Down take pipe • Other items, such as flashing, gutter, etc. • Sliding doors(Supply through AMNS Approved Vendor Only), walkway doors, canopy’s above the door openings/ louvers as per drawing. • All necessary supporting beams/jambs around all openings for doors, windows and rolling shutters. • Bracings • Anchor Bolts shall be Galvanized IS 2062 - Gr E-250. • Complete erection, supervision and other necessary items for the completeness of the structure. • Painting specification for structural steel. 4.2. Applicable Code All Building included in this proposal shall be designed in accordance with the following code. Dead load and Live load applicable as per IS 875 Part 1 <(>&<)> Part 2. Wind load applicable as per IS 875 : part 3 or as per MBMA The design of all primary and secondary members shall be done in accordance with IS 800 : 2007. Built-up members, load combination, serviceability shall be in accordance with IS 800:2007. Welding in accordance with AWS D1.1 M:2015 Fabrication tolerance in accordance with MBMA : 2012 Erection tolerance in accordance with AISC 2010. The criteria for Earthquake resistance building shall be in accordance with IS 1893 Part I – 2016. SERVICE CENTER PROJECT AT PUNE,MAHARASHTRA AMNS Document Number SCP1-AMD-COMN-GEN-S-TSP-001 TECHNICAL SPECIFICATION FOR SUPPLY OF PRE-ENGINEERED BUILDING FOR SERVICE Page 8 of 35 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( PUNE) Gat No 437 & 442, Golechiwadi, Ambi-Nigade Road,,MIDCTalegaon, Dist PUNE,410507,Maharashtra,India GSTIN 27AAACE1741P1ZH PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000120349 Date 13.09.2024 Submission Date 28.09.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ Mr. Aman Burnwal Contact Email AMAN.BURNWAL@AMNS.IN MATERIALS / SERVICES Please acknowledge receipt of the RFQ And provide your best quote for below given RFQ details. SR. No PR No. PR Item RFQ Item Services for line Item Quantity UOM Technical Details Other Details CENTER, PUNE Page: 10 of (20) AMDEC Document Number: AMDEC-124031-83-07-STR-SPC-0001 PROPRIETARY <(>&<)> CONFIDENTIAL This document discloses proprietary information of AM/NS India ltd. It may be reproduced or disclosed only with the written permission and is not to be used in any way detrimental to the interest of ArcelorMittal Nippon Steel India Limited. 4.3. Design Inputs:- • Minimum 6 mm thick flange plate and 4 mm thick web plate shall be provided for all built-up section except crane beam in which flange plate and web plate both shall be 6 mm thick. • Roof <(>&<)> Wall bracing shall be Tubel/Angle type bracing. • Members fabricated from plate or bar stock shall have flanges and webs joined on Both side of the web by a continuous welding process and as per IS/ ASME code. • Minimum 800 mm wide platform with Chequered plate, necessary handrails, toe plate and staircase (2 No) along the either side of crane girder. SR No. Design Loads Units Building A <(>&<)> Building B (Main Shed) Building C (GH BAY) (Scrap Yard) 1 Dead Load kN/m^2 0.15 0.15 2 Live Load kN/m^2 0.75 0.75 3 Wind Load (As per IS 875:2015 Part-3) m/sec 39 39 4 Seismic Zone (As per IS:1893 : Part-1 :2022) Zone III, Factor 0.16 5 Max. Rainfall mm 340 340 6 Sprinkler Load on Roof kN/m^2 0.25 0.25 • Cable Tray:- Routing and loading of Cable Tray are provided in the layout attached with these Technical Specification. • Water <(>&<)> Utility Pipes :- Routing and loading of Water and Utility Pipes are provided in the layout attached with these Technical Specification. • HLSV FAN Weight :- 200kg per Fan (This Weight is Tentative Final Weight will be as per selected HLSV Fan) SERVICE CENTER PROJECT AT PUNE,MAHARASHTRA AMNS Document Number SCP1-AMD-COMN-GEN-S-TSP-001 TECHNICAL SPECIFICATION FOR SUPPLY OF PRE-ENGINEERED BUILDING FOR SERVICE CENTER, PUNE Page: 11 of (20) AMDEC Document Number: AMDEC-124031-83-07-STR-SPC-0001 PROPRIETARY <(>&<)> CONFIDENTIAL This document discloses proprietary information of AM/NS India ltd. It may be reproduced or disclosed only with the written permission and is not to be used in any way detrimental to the interest of ArcelorMittal Nippon Steel India Limited. Serviceability Criteria :- Page 9 of 35 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( PUNE) Gat No 437 & 442, Golechiwadi, Ambi-Nigade Road,,MIDCTalegaon, Dist PUNE,410507,Maharashtra,India GSTIN 27AAACE1741P1ZH PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000120349 Date 13.09.2024 Submission Date 28.09.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ Mr. Aman Burnwal Contact Email AMAN.BURNWAL@AMNS.IN MATERIALS / SERVICES Please acknowledge receipt of the RFQ And provide your best quote for below given RFQ details. SR. No PR No. PR Item RFQ Item Services for line Item Quantity UOM Technical Details Other Details Deflection and Displacement check of all the Primary member and Secondary members shall be according to the IS 800:2007 Note :- 1. Main Frame external base should be considered as Fixed support. 2. Wind Column base should also consider as Fixed Support 3. The Spacing with between Purlin should be 1.5m C/C and for girt 1m C/C. 4. Longitudinal and transverse Expansion joint to be provided in the building as per IS 800 : 2007. 5. The minimum thickness shall be accordance with IS 800 :2007 6. Building should be consider as partially closed, consider the drawing for openings. 7. 3D STAAD with design calculation shall be submitted for approval. 8. All connections and base plates and anchor bolt are designed for 1.2 times the actual force in the member and not for 1.2 times of plastic section capacity of the member. 9. B/U section considered up to semi compact. 10. Structure shall be designed to meet the economical and safety requirement and meet the function and service requirement. 11. Design of Crane Girder calculation should be submitted separately for approval. 12. Chapter 12 is not considered for primary member design. 13. Full height cross bracing should be considered at suitable location as per stability of the building. 14. Handrail are considered in both side of the walkway(32NB Galvanised MS Pipe hand rail conforming to IS:1611 to be considered. Minimum galvanization zinc coating of 610 gms/ sqm should be considered. 15. Crane girder should be design as simply supported beam. 16. All intermediate stiffeners shall be terminated 20mm above the bottom flange to avoid thermally affected area of web to top flange connection. 17. Tension flange of crane girder shall be stabilized by horizontal latticed bracing, where required to limit the slenderness ratio of the flange to 150. 18. Connection between surge girder and the main column shall be designed to resist load due to lateral braking of the trolley. 19. Crane Stoppers to be provide at required locations. 20. Walkway <(>&<)> Crane Maintenance access staircase to be provided at required locations. 21. Provision of Safety lifeline wire rope (Wire rope of minimum diameter of 12mm) system should be provided on all crane walkways. 22. Natural ventilation should be provided ensuring that rainwater does not enter into the building. 23. Provision to be kept for installation of HVLS fan on each bay, maximum three fans on each bay. 24. Mild Steel Gutter down comer and header should be provided at appropriate locations to bring rainwater to nearest drainage system. 25. Handrail (if Facia not there) and Safety line system(wire rope diameter minimum 12mm) should be provided at roof. 26. The level of underside of column base plate should be selected such the complete anchor table lies below the finished floor level, thus keeping the shop floor free from projection of anchor tables. Page 10 of 35 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( PUNE) Gat No 437 & 442, Golechiwadi, Ambi-Nigade Road,,MIDCTalegaon, Dist PUNE,410507,Maharashtra,India GSTIN 27AAACE1741P1ZH PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000120349 Date 13.09.2024 Submission Date 28.09.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ Mr. Aman Burnwal Contact Email AMAN.BURNWAL@AMNS.IN MATERIALS / SERVICES Please acknowledge receipt of the RFQ And provide your best quote for below given RFQ details. SR. No PR No. PR Item RFQ Item Services for line Item Quantity UOM Technical Details Other Details SERVICE CENTER PROJECT AT PUNE,MAHARASHTRA AMNS Document Number SCP1-AMD-COMN-GEN-S-TSP-001 TECHNICAL SPECIFICATION FOR SUPPLY OF PRE-ENGINEERED BUILDING FOR SERVICE CENTER, PUNE Page: 12 of (20) AMDEC Document Number: AMDEC-124031-83-07-STR-SPC-0001 PROPRIETARY <(>&<)> CONFIDENTIAL This document discloses proprietary information of AM/NS India ltd. It may be reproduced or disclosed only with the written permission and is not to be used in any way detrimental to the interest of ArcelorMittal Nippon Steel India Limited. 27. Sheeting on side and gable end should be extended to the floor level enclosing the whole shed with sufficient natural air ventilation opening required. 28. Roof sheeting shall be considered with XLPE 13mm Thk. Air Bubble Insulation for Main Shed E-F-G BAY(FG+RM Shed) <(>&<)> G-H BAY ( Stock Yard Shed). 29. Vendor shall submit Foundation load plan / Civil load data drawing that includes all static and dynamic loads acting on the column for foundation design. Also, vendor shall submit separate foundation anchor bolt plan along with details. 30. 2.0mm thick GI gutter should be considered throughout the building and canopy. 31. At the crane girder level continuous walkway of width Min. 800mm shall be considered in design. 32. At both gable end of all sheds continuous walkway shall be considered at the crane girder level for inter connectivity. 33. Provision of Hanging cleats in roof should be provided for lighting purpose at each grid of column in all Shed Area as per lighting layout. 34. Sick bay/Maintenance Bay/Hospital Bay shall be provided if there is more than one crane in the same track. 35. Passageways and clearance for over-head travelling crane. a) Passageway shall be provided along and adjacent to every rail-track of every overhead travelling crane of such width that there is a clear space of not less than 50 cm between crane operating on the track and any column, fixture or fixed structure, so that no person working or walking over the passageway may be struck by any part of the crane. b) There should be railings at a height of at least 90 c. m. from the floor of the passageway on the both the side, with at least two rail and with a toe board at a height of at least 10 cm. from the floor. c) Provided that if there is a wall or sheeting on one side of the walkway the railings may be provided on only the other side. d) Safe access ladders with handrail shall be provided at convenient places and at suitable frequent intervals so that’s the crane driver or any other person going up the crane or crane track may not have to walk long distances on the passageway. e) Where there are more than one cranes operating in the same way as on the same runway, the number of access ladders shall be provided in the consideration of the Page 11 of 35 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( PUNE) Gat No 437 & 442, Golechiwadi, Ambi-Nigade Road,,MIDCTalegaon, Dist PUNE,410507,Maharashtra,India GSTIN 27AAACE1741P1ZH PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000120349 Date 13.09.2024 Submission Date 28.09.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ Mr. Aman Burnwal Contact Email AMAN.BURNWAL@AMNS.IN MATERIALS / SERVICES Please acknowledge receipt of the RFQ And provide your best quote for below given RFQ details. SR. No PR No. PR Item RFQ Item Services for line Item Quantity UOM Technical Details Other Details easy and safe accessibility to the different crane. f) For the repair of the track equipment of the cranes and for the greater convenience and safety in changing track wheels if there is no sufficient distance between the end of the crane and the wall of the building, special recesses or the platform with safe access ladders shall be built at different places in the building. g) The vertical clearance between the floors of the Crane Bridge or trolley foot-walks or platforms on the travelling cranes and over-head trusses, structural parts or any other permanent fixture shall not be less than two meters. SERVICE CENTER PROJECT AT PUNE,MAHARASHTRA AMNS Document Number SCP1-AMD-COMN-GEN-S-TSP-001 TECHNICAL SPECIFICATION FOR SUPPLY OF PRE-ENGINEERED BUILDING FOR SERVICE CENTER, PUNE Page: 13 of (20) AMDEC Document Number: AMDEC-124031-83-07-STR-SPC-0001 PROPRIETARY <(>&<)> CONFIDENTIAL This document discloses proprietary information of AM/NS India ltd. It may be reproduced or disclosed only with the written permission and is not to be used in any way detrimental to the interest of ArcelorMittal Nippon Steel India Limited. 4.4. Material Specifications Material Specification Structural Component Specification 1 Built up Section HR Plate ASTM 572 Grade 50 with min. yield strength confining to 345 MPa / IS 2062 E350BR, 350MPa 2 Hot Rolled Section Beams <(>&<)> Channels As per IS 2062 E250A, E250BR 250MPa Angles As per IS 2062 E250A, 250MPa Hollow Pipe As per IS:4923 for square pipe. IS 1239 Part1 <(>&<)> IS 1161 for round Pipe, Ys : 210MPa 3 Cold rolled cold Formed members. Pre- Galvanised / Painted Secondary ( Zee <(>&<)> Cee Section) Magnelis Material 4a Flange Brace Flange Brace 50*50 thk. As per design IS: 277 GP 250 - 300 MPa/ 345 MPa (for pre-galvanized) / IS:2062 E250 A (Painted) 4b Sag Angle Sag angle 25*25*thk as per design IS: 277 GP 250 - 300 MPa/ 345 MPa (for pre-galvanized) / IS:2062 E250 A (Painted) 4c Sag Rod Sag Rod:12.5 mm dia IS: 2062 E250A Electroplated (Sag Rod) Sheeting Panels :- Page 12 of 35 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( PUNE) Gat No 437 & 442, Golechiwadi, Ambi-Nigade Road,,MIDCTalegaon, Dist PUNE,410507,Maharashtra,India GSTIN 27AAACE1741P1ZH PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000120349 Date 13.09.2024 Submission Date 28.09.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ Mr. Aman Burnwal Contact Email AMAN.BURNWAL@AMNS.IN MATERIALS / SERVICES Please acknowledge receipt of the RFQ And provide your best quote for below given RFQ details. SR. No PR No. PR Item RFQ Item Services for line Item Quantity UOM Technical Details Other Details 5a PPGL 0.55MM SSR Sheet IS: 15961 YS300 340 MPa AZ 150 SERVICE CENTER PROJECT AT PUNE,MAHARASHTRA AMNS Document Number SCP1-AMD-COMN-GEN-S-TSP-001 TECHNICAL SPECIFICATION FOR SUPPLY OF PRE-ENGINEERED BUILDING FOR SERVICE CENTER, PUNE Page: 14 of (20) AMDEC Document Number: AMDEC-124031-83-07-STR-SPC-0001 PROPRIETARY <(>&<)> CONFIDENTIAL This document discloses proprietary information of AM/NS India ltd. It may be reproduced or disclosed only with the written permission and is not to be used in any way detrimental to the interest of ArcelorMittal Nippon Steel India Limited. 5b Colour Galvalume / Trims <(>&<)> Flashings 0.45mm Liner Pane IS: 15965 YS300 345 MPa AZ 150 6 Bracing Material HR Rod / ISA / Hollow IS: 2062 E250A, 250 MPa (Painted) As per IS:4923 for square pipe, IS 1239 Part 1 <(>&<)> IS 1161 for round Pipe, Ys: 210 MPa 7 Anchor Bolts HR Rod Black As per IS: 2062 E250A Only Nut <(>&<)> washer shall be Zinc Plated 10 Microns 8 Primary Connection Bolts Gr 8.8 ASTM A 325 M Class. 8.8 with 10 Microns Yellow Passivation HS Bolts (Galvanised) ASTM A325M and or IS: 1367- Part3 with yield strength of 640 MPa. 9 Secondary Connection Bolts Gr 4.6 Zinc Plated 10 Microns MS Bolts (Galvanised) IS: 1367 P-3 400 Tensile 10 Cold formed Panel Pre Galvanized Deck Panel GI IS: 277 GP300, YS:300/ 345 MPa Trims <(>&<)> Flashings will be made of the same sheeting material unless otherwise specified Secondary members Magnelis Material SERVICE CENTER PROJECT AT PUNE,MAHARASHTRA AMNS Document Number SCP1-AMD-COMN-GEN-S-TSP-001 TECHNICAL SPECIFICATION FOR SUPPLY OF PRE-ENGINEERED BUILDING FOR SERVICE CENTER, PUNE Page: 15 of (20) AMDEC Document Number: AMDEC-124031-83-07-STR-SPC-0001 PROPRIETARY <(>&<)> CONFIDENTIAL This document discloses proprietary information of AM/NS India ltd. It Page 13 of 35 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( PUNE) Gat No 437 & 442, Golechiwadi, Ambi-Nigade Road,,MIDCTalegaon, Dist PUNE,410507,Maharashtra,India GSTIN 27AAACE1741P1ZH PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000120349 Date 13.09.2024 Submission Date 28.09.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ Mr. Aman Burnwal Contact Email AMAN.BURNWAL@AMNS.IN MATERIALS / SERVICES Please acknowledge receipt of the RFQ And provide your best quote for below given RFQ details. SR. No PR No. PR Item RFQ Item Services for line Item Quantity UOM Technical Details Other Details may be reproduced or disclosed only with the written permission and is not to be used in any way detrimental to the interest of ArcelorMittal Nippon Steel India Limited. 4.5. Technical Specification For Paint • Surface Preparation: Remove grease, oil and other contaminants using suitable degreasing solvent. Remove all rust and scale by grit/shot blasting to a minimum standard of Sa 2 ½, Swedish standard SIS 05 5900 with a surface profile not exceeding 50 microns. Remove all dust and loose particles by vacuum cleaning or by jet of dry compressed air. • PRIMER COAT: One coat of epoxy zinc rich Primer Application: With conventional airless spray, brush for small areas. Overcoating Interval: Minimum-overnight, Maximum-Dependent on conditions. The primer coat should be fully cured and free residual solvent before over coating is carried out. D.F.T: 50 microns The first primer coat should apply within 4-6 hours after shot blasting. • INTERMEDIATE COAT: An epoxy coating reinforced with micaceous iron oxide (MIO) for steel surfaces with suitable abrasion resistance and water impermeability. Composition: Catalyzed epoxy resin pigmented with MIO, Color: Brown, finish: Matt. D.F.T: 100 microns. • FINISH COAT: Top two coats of Polyurethane compatible to primer <(>&<)> intermediate coats with good adhesion and water resistance for application on steel surfaces Composition: Catalyzed epoxy resin suitably pigmented. D.F.T: 75 microns. Total thickness of paint should be a minimum of 225 microns (DFT). For finish shades refer table: SERVICE CENTER PROJECT AT PUNE,MAHARASHTRA AMNS Document Number SCP1-AMD-COMN-GEN-S-TSP-001 TECHNICAL SPECIFICATION FOR SUPPLY OF PRE-ENGINEERED BUILDING FOR SERVICE CENTER, PUNE Page: 16 of (20) AMDEC Document Number: AMDEC-124031-83-07-STR-SPC-0001 PROPRIETARY <(>&<)> CONFIDENTIAL This document discloses proprietary information of AM/NS India ltd. It may be reproduced or disclosed only with the written permission and is not to be used in any way detrimental to the interest of ArcelorMittal Nippon Steel India Limited. COLOUR FOR FINISH SHADE: COLOUR STRUCTURAL BUILDINGS <(>&<)> SHED Oxford blue Finish: Glossy Columns, roof legs, column bracing and roof leg bracing Smoke grey Finish: Glossy RAL-7046 Crane girder, roof girder, rafter, main trusses, sub trusses <(>&<)> roof including monitor <(>&<)> purlins Yellow Hand railings As per client requirement Roof and Wall sheeting 5. DRAWING AND DOCUMENTS DURING AND AFTER OFFER Vendor is to Submit following drawings and documentations. 5.1. DOCUMENTS AT THE TIME OF OFFER Page 14 of 35 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( PUNE) Gat No 437 & 442, Golechiwadi, Ambi-Nigade Road,,MIDCTalegaon, Dist PUNE,410507,Maharashtra,India GSTIN 27AAACE1741P1ZH PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000120349 Date 13.09.2024 Submission Date 28.09.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ Mr. Aman Burnwal Contact Email AMAN.BURNWAL@AMNS.IN MATERIALS / SERVICES Please acknowledge receipt of the RFQ And provide your best quote for below given RFQ details. SR. No PR No. PR Item RFQ Item Services for line Item Quantity UOM Technical Details Other Details • List of drawings and Supporting documents. • Equipment catalogues • Supply Schedule • Erection Schedule • Inspection and Testing Schedule • Shipping list with indication of dimensions, weights, and volumes. • Quality Assurance Manual • Inspection and Testing Plan. • Painting schedule <(>&<)> Procedure (Shop Painting <(>&<)> Site Painting). 5.2. DOCUMENTS AFTER PLACEMENT OF ORDER AND AT TIME OF DELIVERY • Vendor’s quality program records • BOQ of building. • Support reactions for all load cases with necessary foundation bolt details shall be issued for foundation design. • All standard erection drawings required for erection of buildings shall be given. • Complete Structural design calculations reports, drawings, anchor bolt setting plan. • All as built drawings after erection of steel structures. SERVICE CENTER PROJECT AT PUNE,MAHARASHTRA AMNS Document Number SCP1-AMD-COMN-GEN-S-TSP-001 TECHNICAL SPECIFICATION FOR SUPPLY OF PRE-ENGINEERED BUILDING FOR SERVICE CENTER, PUNE Page: 17 of (20) AMDEC Document Number: AMDEC-124031-83-07-STR-SPC-0001 PROPRIETARY <(>&<)> CONFIDENTIAL This document discloses proprietary information of AM/NS India ltd. It may be reproduced or disclosed only with the written permission and is not to be used in any way detrimental to the interest of ArcelorMittal Nippon Steel India Limited. 6. ERECTION OF STEEL WORKS • The erection of fabricated steelwork shall conform to IS provisions. The erection procedures shall be planned to include the provision of all necessary guying. The plan shall ensure the safety, stability, and trueness of the structures during erection. • Marks for the erection shall be fixed and maintained, positions of steelwork checked, and all plant and temporary loads shall be arranged during erection so as not to overload any part of the steelwork. • Steel framework shall be true and plumb before any field welding or permanent bolting is started. At all times a sufficient number of field erection bolts or temporary welding shall be used to ensure that the steelwork is adequately supported in position. 7. DELIVERY CONDITIONS • The Vendor shall deliver the supplies at project site in accordance with the terms specified in this specification and the supplies shall remain as responsibility of Vendor until the completion certificate given by the purchaser. • The Vendor shall provide such packaging of the supplies as is required to prevent their damage or deterioration in transit to their final destination as indicated in this specification. The packaging shall be sufficient to withstand, without limitation, no damage during handling <(>&<)> transportation, maintain straightness of the structure members, rough handling, and exposure to extreme temperatures, salt and precipitation during transit and open storage. Package size and weights shall take into Page 15 of 35 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( PUNE) Gat No 437 & 442, Golechiwadi, Ambi-Nigade Road,,MIDCTalegaon, Dist PUNE,410507,Maharashtra,India GSTIN 27AAACE1741P1ZH PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000120349 Date 13.09.2024 Submission Date 28.09.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ Mr. Aman Burnwal Contact Email AMAN.BURNWAL@AMNS.IN MATERIALS / SERVICES Please acknowledge receipt of the RFQ And provide your best quote for below given RFQ details. SR. No PR No. PR Item RFQ Item Services for line Item Quantity UOM Technical Details Other Details consideration, where appropriate, the remoteness of the final destination of the supplies and the possible absence of heavy handling facilities at all points in transit. • No supplies shall be delivered to the project site until a confirmation in writing has been obtained by the Vendor from the purchaser that the supplies may be delivered. The Vendor shall be responsible for the delivery at the project site of all supplies and Vendors equipment required for the purpose of the scope mentioned in this specification. • Each delivery must be accompanied by a statement drawn up by the Vendor. This statement, the form of which shall be as prescribed by the Special Conditions, shall contain, in particular : SERVICE CENTER PROJECT AT PUNE,MAHARASHTRA AMNS Document Number SCP1-AMD-COMN-GEN-S-TSP-001 TECHNICAL SPECIFICATION FOR SUPPLY OF PRE-ENGINEERED BUILDING FOR SERVICE CENTER, PUNE Page: 18 of (20) AMDEC Document Number: AMDEC-124031-83-07-STR-SPC-0001 PROPRIETARY <(>&<)> CONFIDENTIAL This document discloses proprietary information of AM/NS India ltd. It may be reproduced or disclosed only with the written permission and is not to be used in any way detrimental to the interest of ArcelorMittal Nippon Steel India Limited. .1. The date of delivery. .2. The reference number of the contract. .3. The identification of the Vendor. .4. Particulars of the goods supplied and, where appropriate, details of how they were divided for packing. 8. SUPPLY AND ERECTION SCHEDULE The vendor must follow below the given time schedule for PEB steel structural supply and erection. Drawing submission – 1 month Supply and erection of building – 4 months. 9. INSPECTION AND TESTING 9.1. GENERAL All non-destructive examination shall be carried out by an independent, registered testing and inspection authority. Visual inspection may be carried out by a qualified welding inspector, where required. Records shall be maintained of the results of all inspections and tests. 9.2. MATERIALS Certified mills test reports or test certificates issued by the mill as evidence of compliance with the material standard specified, shall be available for inspection. All steel plates that are 28mm or more in thickness shall be ultrasonically tested for flaws, laminations and other defects. Where testing indicates a failure of the material to comply with the requirements of this specification, then all suspect material shall be liable for rejection. 9.3. TEST RESULTS A copy of the test results shall be provided to the owner’s representative as specified. Copies of these test results, plus any relevant documentation shall be retained by the vendor until the defects liability period has expired. The vendor shall permit examination of such results by the owner’s representative. 9.4. WELD INSPECTION AND TESTING REQUIRMENTS Page 16 of 35 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( PUNE) Gat No 437 & 442, Golechiwadi, Ambi-Nigade Road,,MIDCTalegaon, Dist PUNE,410507,Maharashtra,India GSTIN 27AAACE1741P1ZH PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000120349 Date 13.09.2024 Submission Date 28.09.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ Mr. Aman Burnwal Contact Email AMAN.BURNWAL@AMNS.IN MATERIALS / SERVICES Please acknowledge receipt of the RFQ And provide your best quote for below given RFQ details. SR. No PR No. PR Item RFQ Item Services for line Item Quantity UOM Technical Details Other Details The minimum requirements for inspection and testing are outlined in the ITP. These shall comply with the requirements of IS provisions. Visual inspection at random of the weld preparations prior to welding. All welds shall be 100% visually inspected by the vendor’s supervisor. SERVICE CENTER PROJECT AT PUNE,MAHARASHTRA AMNS Document Number SCP1-AMD-COMN-GEN-S-TSP-001 TECHNICAL SPECIFICATION FOR SUPPLY OF PRE-ENGINEERED BUILDING FOR SERVICE CENTER, PUNE Page: 19 of (20) AMDEC Document Number: AMDEC-124031-83-07-STR-SPC-0001 PROPRIETARY <(>&<)> CONFIDENTIAL This document discloses proprietary information of AM/NS India ltd. It may be reproduced or disclosed only with the written permission and is not to be used in any way detrimental to the interest of ArcelorMittal Nippon Steel India Limited. A copy of the Non-Destructive Test (NDT) certificates and results shall be retained in the vendor’s workshop for inspection by the owner’s representative. The vendor shall provide all labor, lifting equipment, access facilities and be responsible for the performance of the testing. 10. QUALITY ASSURANCE PLAN The vendor shall produce a quality assurance plan for following two important aspects: • Preventive aspects • Corrective aspects The Preventive aspect should consist of an organized Quality Control Programed with clear standards and guidelines so that everyone knows exactly what he is responsible for. The corrective aspect is basically based on the complaints and Corrective Quality assurance therefore includes taking immediate action to correct flaws, dealing with whatever other problems they may have caused and putting things back to normal. Steps must also be taken to see that the same trouble does not recur. QUALITY CONTROL AND INSPECTION The vendor is responsible for all quality control and inspection activities associated with the Scope of Work. Minimum 3 inspections shall be carried out by vendor at below mentioned stage and Quality assurance plan for each stage needs to be approved by client. • During fabrication at shop. • During trial assembly work at fabrication facility. • At AMNSI site at final delivery. The vendor must allow the inspector to access all the locations wherever the works are taking place. Inspectors can do inspections and make records at any time. AMNSI also reserves the right to use a camera and video to enable progress to be monitored and recorded. This applies equally to the vendor and also its Subvendors. Inspection shall be carried out at stages during the course of the work; and The costs of any additional work that results from any rectification Page 17 of 35 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( PUNE) Gat No 437 & 442, Golechiwadi, Ambi-Nigade Road,,MIDCTalegaon, Dist PUNE,410507,Maharashtra,India GSTIN 27AAACE1741P1ZH PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000120349 Date 13.09.2024 Submission Date 28.09.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ Mr. Aman Burnwal Contact Email AMAN.BURNWAL@AMNS.IN MATERIALS / SERVICES Please acknowledge receipt of the RFQ And provide your best quote for below given RFQ details. SR. No PR No. PR Item RFQ Item Services for line Item Quantity UOM Technical Details Other Details and/or replacement of any unacceptable work shall be in the vendor’s account. SERVICE CENTER PROJECT AT PUNE,MAHARASHTRA AMNS Document Number SCP1-AMD-COMN-GEN-S-TSP-001 TECHNICAL SPECIFICATION FOR SUPPLY OF PRE-ENGINEERED BUILDING FOR SERVICE CENTER, PUNE Page: 20 of (20) AMDEC Document Number: AMDEC-124031-83-07-STR-SPC-0001 PROPRIETARY <(>&<)> CONFIDENTIAL This document discloses proprietary information of AM/NS India ltd. It may be reproduced or disclosed only with the written permission and is not to be used in any way detrimental to the interest of ArcelorMittal Nippon Steel India Limited. 11. PERFORMANCE GAURANTY The materials supplied and the entire erected installation shall be guaranteed by Erection Vendor for satisfactory performance for a period of 12 months from the date of commissioning. This guarantee refers in particular to the following: • Smooth, trouble free and satisfactory operation by following erection procedures established by OEM (Original Equipment Manufacturer). • Quality workmanship • Fulfilment of safety regulations / instructions and standards / codes. During this period, The Erection Vendor shall undertake to repair / replace the installation free of cost if it fails for the reason of not following the instructions as given by OEM. Or due to faulty workmanship In case Erection Vendor does not undertake to repair / replace the defective installation within a reasonable period, Owner reserves the right to rectify the installation at the Erection Vendor’s cost. The guarantee period will be prolonged correspondingly due to non-utilization of the equipment which is caused by installation becoming defective during the guarantee period. Regarding the replaced installation parts, the guarantee period for these items will start from the date of replacement. 12. HSE REQUIREMENTS • All safety measures and precautions shall be strictly followed, maintained, and monitored by the vendor as standard procedures. • All fabrication/erection work shall be carried out under constant supervision of the vendor and will be solely responsible for health <(>&<)> safety of their manpower during the entire contract period. • Vendor shall put his competent and certified Engineers/Supervisors and skilled workforce for safe execution and safely completion of the job on time schedule to entire satisfaction of the site engineer. • Vendor shall be bound to follow all applicable guidelines, rules and regulations of AMNS Safety department at all the times. • Vendor is responsible to provide all PPEs and safety gears to all workers and necessary certification of man baskets, material baskets, chain pulley blocks, winches, safety net, fire extinguisher, and any other tools <(>&<)> tackles Page 18 of 35 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( PUNE) Gat No 437 & 442, Golechiwadi, Ambi-Nigade Road,,MIDCTalegaon, Dist PUNE,410507,Maharashtra,India GSTIN 27AAACE1741P1ZH PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000120349 Date 13.09.2024 Submission Date 28.09.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ Mr. Aman Burnwal Contact Email AMAN.BURNWAL@AMNS.IN MATERIALS / SERVICES Please acknowledge receipt of the RFQ And provide your best quote for below given RFQ details. SR. No PR No. PR Item RFQ Item Services for line Item Quantity UOM Technical Details Other Details etc…. as applicable. • Safety officers/ supervisors shall be deputed at site at the starting of the project mobilization. Item Note : PROPRIETARY <(>&<)> CONFIDENTIAL This document discloses proprietary information of AM/NS India ltd. It may be reproduced or disclosed only with the written permission and is not to be used in any way detrimental to the interest of ArcelorMittal Nippon Steel India Limited. ARCELORMITTAL NIPPON STEEL INDIA LIMITED (AMNSI) SERVICE CENTER PROJECT AT PUNE,MAHARASHTRA AMNS Document Number SCP1-AMD-COMN-GEN-S-TSP-001 Rev. 01 Document Description TECHNICAL SPECIFICATION FOR SUPPLY OF PRE-ENGINEERED BUILDING FOR SERVICE CENTER, PUNE Issue Purpose Issued for Information AMDEC Document Number: AMDEC-124031-83-07-STR-SPC-0001 Rev. 01 SERVICE CENTER PROJECT AT PUNE,MAHARASHTRA AMNS Document Number SCP1-AMD-COMN-GEN-S-TSP-001 TECHNICAL SPECIFICATION FOR SUPPLY OF PRE-ENGINEERED BUILDING FOR SERVICE CENTER, PUNE Page: 2 of (20) AMDEC Document Number: AMDEC-124031-83-07-STR-SPC-0001 PROPRIETARY <(>&<)> CONFIDENTIAL This document discloses proprietary information of AM/NS India ltd. It may be reproduced or disclosed only with the written permission and is not to be used in any way detrimental to the interest of ArcelorMittal Nippon Steel India Limited. REVISION HISTORY Rev Date Revision Text Prepared By Reviewed By Approved By P0 29.06.2024 ISSUE FOR CLIENT APPROVAL J.N.S K.D.M S.S 00 02.07.2024 ISSUE FOR INFORMATION J.N.S K.D.M S.S 01 30-07-2024 ISSUE FOR INFORMATION J.N.S K.D.M S.S SERVICE CENTER PROJECT AT PUNE,MAHARASHTRA AMNS Document Number SCP1-AMD-COMN-GEN-S-TSP-001 TECHNICAL SPECIFICATION FOR SUPPLY OF PRE-ENGINEERED BUILDING FOR SERVICE CENTER, PUNE Page: 3 of (20) AMDEC Document Number: AMDEC-124031-83-07-STR-SPC-0001 PROPRIETARY <(>&<)> CONFIDENTIAL This document discloses proprietary information of AM/NS India ltd. It may be reproduced or disclosed only with the written permission and is not to be used in any way detrimental to the interest of ArcelorMittal Nippon Steel India Limited. CONTENTS 1. GENERAL ............................................................. ........................................................ 4 2. SITE CONDITIONS ..................................................... .................................................. 4 3. INTENT OF SPECIFICATION ............................................. ........................................... 5 4. SCOPE OF WORK ....................................................... ................................................. 5 5. DRAWING AND DOCUMENTS DURING AND AFTER OFFER .................................. 16 6. ERECTION OF STEEL WORKS ............................................. ..................................... 17 7. DELIVERY CONDITIONS ................................................. ........................................... 17 8. SUPPLY AND ERECTION SCHEDULE Page 19 of 35 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( PUNE) Gat No 437 & 442, Golechiwadi, Ambi-Nigade Road,,MIDCTalegaon, Dist PUNE,410507,Maharashtra,India GSTIN 27AAACE1741P1ZH PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000120349 Date 13.09.2024 Submission Date 28.09.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ Mr. Aman Burnwal Contact Email AMAN.BURNWAL@AMNS.IN MATERIALS / SERVICES Please acknowledge receipt of the RFQ And provide your best quote for below given RFQ details. SR. No PR No. PR Item RFQ Item Services for line Item Quantity UOM Technical Details Other Details ...................................................................... 18 9. INSPECTION AND TESTING .............................................. ........................................ 18 10. QUALITY ASSURANCE PLAN ............................................. ....................................... 19 11. PERFORMANCE GAURANTY ............................................... ..................................... 20 12. HSE REQUIREMENTS.................................................... ............................................ 20 ANNEXURES A Schematic General Layout for Pune SSC Attached B Schematic General Routing Layout for Electrical cable Tray Attached C Schematic General Routing Layout for Water and Utility Pipes Attached SERVICE CENTER PROJECT AT PUNE,MAHARASHTRA AMNS Document Number SCP1-AMD-COMN-GEN-S-TSP-001 TECHNICAL SPECIFICATION FOR SUPPLY OF PRE-ENGINEERED BUILDING FOR SERVICE CENTER, PUNE Page: 4 of (20) AMDEC Document Number: AMDEC-124031-83-07-STR-SPC-0001 PROPRIETARY <(>&<)> CONFIDENTIAL This document discloses proprietary information of AM/NS India ltd. It may be reproduced or disclosed only with the written permission and is not to be used in any way detrimental to the interest of ArcelorMittal Nippon Steel India Limited. 1. GENERAL ArcelorMittal Nippon (AM/NS) India Limited (Buyer) is a fully integrated flat carbon steel manufacturer – from iron ore to ready-to-market products with current achievable capacity of 8.5 million tons per annum (MTPA). Facilities at Hazira comprise iron making, steel making and downstream facilities including cold rolling mill, galvanizing, pre-coated facility, steel processing, an extra wide plate mill and a pipe mill. AM/NS under their Expansion Projects intend to set up a new HR/CR Steel Service Centre (SSC) at Pune, Maharashtra, India to cater the tailor-made HR/CR finished product requirement of about 234,000 TPA. 2. SITE CONDITIONS OWNER : Arcelor Mittal Nippon Steel India PROJECT TITLE : Expansion of Service Center at Pune LOCATION : Pune, Maharashtra, India. NEAREST INT. AIRPORT : Pune International Airport, 45 km NEAREST NATIONAL HIGHWAY : NH-60 NEAREST RAILWAY STATION : Vadgaon Railway Station, 8.5 km NEAREST PORT : Mumbai Port, 125 km ALTITUDE : Latitude 18° 46’ 31.2 N Longitude 73° 39’ 51.5 E RAINFALL : 1200 mm/ Year AMBIENT AIR TEMPARATURE Max. Temp. : 50 °C Min. Temp. : 11 °C Avg. Design Temp. : 28 °C RELATIVE HUMIDITY Page 20 of 35 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( PUNE) Gat No 437 & 442, Golechiwadi, Ambi-Nigade Road,,MIDCTalegaon, Dist PUNE,410507,Maharashtra,India GSTIN 27AAACE1741P1ZH PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000120349 Date 13.09.2024 Submission Date 28.09.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ Mr. Aman Burnwal Contact Email AMAN.BURNWAL@AMNS.IN MATERIALS / SERVICES Please acknowledge receipt of the RFQ And provide your best quote for below given RFQ details. SR. No PR No. PR Item RFQ Item Services for line Item Quantity UOM Technical Details Other Details MAXIMUM : 88 % MINIMUM : 21 % SERVICE CENTER PROJECT AT PUNE,MAHARASHTRA AMNS Document Number SCP1-AMD-COMN-GEN-S-TSP-001 TECHNICAL SPECIFICATION FOR SUPPLY OF PRE-ENGINEERED BUILDING FOR SERVICE CENTER, PUNE Page: 5 of (20) AMDEC Document Number: AMDEC-124031-83-07-STR-SPC-0001 PROPRIETARY <(>&<)> CONFIDENTIAL This document discloses proprietary information of AM/NS India ltd. It may be reproduced or disclosed only with the written permission and is not to be used in any way detrimental to the interest of ArcelorMittal Nippon Steel India Limited. 3. INTENT OF SPECIFICATION This specification is meant for the design, preparation of drawings, manufacturing, supply, erection including transport to site and supervision of erection of pre-engineered building (PEB) for Expansion Steel Service Center. 4. SCOPE OF WORK The scope of work under the PEB package shall include design, manufacturing, testing, and erection supervision and inspection at manufacturer works (as per relevant IS/ ASTM), packing and delivery to site. Structural steel columns with pre-coated galvanized sheet side cladding and roofing. SERVICE CENTER PROJECT AT PUNE,MAHARASHTRA AMNS Document Number SCP1-AMD-COMN-GEN-S-TSP-001 TECHNICAL SPECIFICATION FOR SUPPLY OF PRE-ENGINEERED BUILDING FOR SERVICE CENTER, PUNE Page: 6 of (20) AMDEC Document Number: AMDEC-124031-83-07-STR-SPC-0001 PROPRIETARY <(>&<)> CONFIDENTIAL This document discloses proprietary information of AM/NS India ltd. It may be reproduced or disclosed only with the written permission and is not to be used in any way detrimental to the interest of ArcelorMittal Nippon Steel India Limited. 4.1. General i. Building Parameters – Main Shed SR No. Description Building A (EF-FG BAY) FG+RM SHED Building B (GH BAY) STOCK YARD SHED Building C (JK BAY) (Scrap Yard) 1 Type of Frame Multi Bay Pitch-Slope Gable Single Bay Pitch Slope Gable Single Bay Pitch Slope Gable 2 Area (m2) 12302 4485 800 3 Width (m) Page 21 of 35 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( PUNE) Gat No 437 & 442, Golechiwadi, Ambi-Nigade Road,,MIDCTalegaon, Dist PUNE,410507,Maharashtra,India GSTIN 27AAACE1741P1ZH PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000120349 Date 13.09.2024 Submission Date 28.09.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ Mr. Aman Burnwal Contact Email AMAN.BURNWAL@AMNS.IN MATERIALS / SERVICES Please acknowledge receipt of the RFQ And provide your best quote for below given RFQ details. SR. No PR No. PR Item RFQ Item Services for line Item Quantity UOM Technical Details Other Details 60 m C/C of Steel Column (30.3+30.6) 30.3 m C/C of Steel Column 20 m C/C of Steel Column 4 Length (m) 202 148 40 5 Clear Height at eave (m) As per Cross Section Layout As per Cross section Layout 10 6 Column Start From 0.5 m below FFL 0.5 m below FFL 0.5 m below FFL 7 Roof Slope 1 : 10 1 : 10 1 : 10 8 Internal Column Spacing As per Marked in Drawings ( Annexture A ) As per Marked in Drawings ( Annexture A ) As per Marked in Drawings ( Annexture A ) 9 Gable End Column Spacing As per Marked in Drawings ( Annexture A ) As per Marked in Drawings ( Annexture A ) As per Marked in Drawings (Annexture A ) 10 Type of bracing Roof- Tube/Cable Bracing Wall - Tube/Cable Bracing Roof- Tube/Cable Bracing Wall - Tube/Cable Bracing Roof- Tube/Cable Bracing Wall - Tube/Cable Bracing 11 Framed Opening As per Marked in Drawings ( Annexture A ). As per Marked in Drawings ( Annexture A ) As per Marked in Drawings ( Annexture A ) Page 22 of 35 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( PUNE) Gat No 437 & 442, Golechiwadi, Ambi-Nigade Road,,MIDCTalegaon, Dist PUNE,410507,Maharashtra,India GSTIN 27AAACE1741P1ZH PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000120349 Date 13.09.2024 Submission Date 28.09.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ Mr. Aman Burnwal Contact Email AMAN.BURNWAL@AMNS.IN MATERIALS / SERVICES Please acknowledge receipt of the RFQ And provide your best quote for below given RFQ details. SR. No PR No. PR Item RFQ Item Services for line Item Quantity UOM Technical Details Other Details 12 Canopy with Soffit One in Each Gable End One in Each Gable End One in Each Gable End SERVICE CENTER PROJECT AT PUNE,MAHARASHTRA AMNS Document Number SCP1-AMD-COMN-GEN-S-TSP-001 TECHNICAL SPECIFICATION FOR SUPPLY OF PRE-ENGINEERED BUILDING FOR SERVICE CENTER, PUNE Page: 7 of (20) AMDEC Document Number: AMDEC-124031-83-07-STR-SPC-0001 PROPRIETARY <(>&<)> CONFIDENTIAL This document discloses proprietary information of AM/NS India ltd. It may be reproduced or disclosed only with the written permission and is not to be used in any way detrimental to the interest of ArcelorMittal Nippon Steel India Limited. ii. Building Parameters – Auxiliary Units SR No. Description Category of Auxiliary Units Watch Tower Maintenance Workshop PCC ROOM and UPS ROOM Compressor + Dryer + Receiver Tank 1 Type of Frame Latticed Structure Lean Shed Framed Structure Lean Shed 2 Area (m2) 6 (4 Nos.) 132 250 54 3 Width (m) 2.35m 6 m 5m 6 m 4 Length (m) 2.35m 22 m 50m 9 m 5 Clear Height (m) 12 8 8 8 6 Column Start From 0.5m below FFL 0.5m below FFL 0.5m below FFL 0.5m below FFL 7 Roof Slope - 1:10 - 1:10 8 Internal Column Spacing As per GA Drawing As per GA Drawing As per GA Drawing As per GA Drawing 9 Gable End Column Spacing As per GA Drawing As per GA Drawing As per GA Drawing As per GA Drawing 10 Type of Page 23 of 35 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( PUNE) Gat No 437 & 442, Golechiwadi, Ambi-Nigade Road,,MIDCTalegaon, Dist PUNE,410507,Maharashtra,India GSTIN 27AAACE1741P1ZH PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000120349 Date 13.09.2024 Submission Date 28.09.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ Mr. Aman Burnwal Contact Email AMAN.BURNWAL@AMNS.IN MATERIALS / SERVICES Please acknowledge receipt of the RFQ And provide your best quote for below given RFQ details. SR. No PR No. PR Item RFQ Item Services for line Item Quantity UOM Technical Details Other Details bracing RoofTube/Cable Bracing Wall - Tube/Cable Bracing Roof- Tube/Cable Bracing Wall - Tube/Cable Bracing Roof- Tube/Cable Bracing Wall - Tube/Cable Bracing Roof- Tube/Cable Bracing Wall - Tube/Cable Bracing 11 Framed Opening As per GA Drawing As per GA Drawing As per GA Drawing As per GA Drawing Note:- Use of Solid Web Column shall be limited up to 1500mm depth, latticed column shall be used for higher requirement. SERVICE CENTER PROJECT AT PUNE,MAHARASHTRA AMNS Document Number SCP1-AMD-COMN-GEN-S-TSP-001 TECHNICAL SPECIFICATION FOR SUPPLY OF PRE-ENGINEERED BUILDING FOR SERVICE CENTER, PUNE Page: 8 of (20) AMDEC Document Number: AMDEC-124031-83-07-STR-SPC-0001 PROPRIETARY <(>&<)> CONFIDENTIAL This document discloses proprietary information of AM/NS India ltd. It may be reproduced or disclosed only with the written permission and is not to be used in any way detrimental to the interest of ArcelorMittal Nippon Steel India Limited. iii. Crane Details :- Crane Data EF bay FG Bay GH bay Scrap yard No. of Crane/Bay 3 3 2 1 Crane Capacity 30 T - 1 Nos 45 T - 1 Nos 35 T - 1 Nos 10 T - 1 Nos 20 T - 1 Nos 15 T - 2 Nos 15 T - 1 Nos 15 T - 1 Nos Top of Rail 10 Mtr 10 Mtr 10 Mtr 8 Mtr Rail centre to centre distance 28.6 28.6 28.6 18.5 Maintenance Walkway Required Required Required Required Note:- 1) For all the Crane Data given above are of tentative based final data will be available from the crane vendor. 2) Tandem operation considered. 3) Crane ( Capacity more than 20T) shall be supported directly on column. EXCLUSION :- The Scope of work under the PEB package shall exclude following works. • All Civil works Page 24 of 35 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( PUNE) Gat No 437 & 442, Golechiwadi, Ambi-Nigade Road,,MIDCTalegaon, Dist PUNE,410507,Maharashtra,India GSTIN 27AAACE1741P1ZH PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000120349 Date 13.09.2024 Submission Date 28.09.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ Mr. Aman Burnwal Contact Email AMAN.BURNWAL@AMNS.IN MATERIALS / SERVICES Please acknowledge receipt of the RFQ And provide your best quote for below given RFQ details. SR. No PR No. PR Item RFQ Item Services for line Item Quantity UOM Technical Details Other Details • All electrical works • All HVAC works. • EOT Crane supply SCOPE OF SUPPLY INCLUDES • Foundation anchor bolts with all plates, sleeves, etc. <(>&<)> Templates. (Foundation bolt and Template supply at site in advance) • Complete Steel Structure required for Pre- Engineered Building including, crane beams, crane bracket, crane rail, crane maintenance platform, staircase, ladders, painting etc. • Connection bolts • Roof accessories, roof monitor, ventilators, louvers and FRP sky lights. SERVICE CENTER PROJECT AT PUNE,MAHARASHTRA AMNS Document Number SCP1-AMD-COMN-GEN-S-TSP-001 TECHNICAL SPECIFICATION FOR SUPPLY OF PRE-ENGINEERED BUILDING FOR SERVICE CENTER, PUNE Page: 9 of (20) AMDEC Document Number: AMDEC-124031-83-07-STR-SPC-0001 PROPRIETARY <(>&<)> CONFIDENTIAL This document discloses proprietary information of AM/NS India ltd. It may be reproduced or disclosed only with the written permission and is not to be used in any way detrimental to the interest of ArcelorMittal Nippon Steel India Limited. • Cladding sheet (Options of Horizontal profile to be shared by Vendor) • Handrails, toe plates • Roof Sheet <(>&<)> Cladding sheet will be provided by AMNS • Chequred plate • Down take pipe • Other items, such as flashing, gutter, etc. • Sliding doors(Supply through AMNS Approved Vendor Only), walkway doors, canopy’s above the door openings/ louvers as per drawing. • All necessary supporting beams/jambs around all openings for doors, windows and rolling shutters. • Bracings • Anchor Bolts shall be Galvanized IS 2062 - Gr E-250. • Complete erection, supervision and other necessary items for the completeness of the structure. • Painting specification for structural steel. 4.2. Applicable Code All Building included in this proposal shall be designed in accordance with the following code. Dead load and Live load applicable as per IS 875 Part 1 <(>&<)> Part 2. Wind load applicable as per IS 875 : part 3 or as per MBMA The design of all primary and secondary members shall be done in accordance with IS 800 : 2007. Built-up members, load combination, serviceability shall be in accordance with IS 800:2007. Welding in accordance with AWS D1.1 M:2015 Fabrication tolerance in accordance with MBMA : 2012 Erection tolerance in accordance with AISC 2010. The criteria for Earthquake resistance building shall be in accordance with IS 1893 Part I – 2016. SERVICE CENTER PROJECT AT PUNE,MAHARASHTRA AMNS Document Number SCP1-AMD-COMN-GEN-S-TSP-001 TECHNICAL SPECIFICATION FOR SUPPLY OF PRE-ENGINEERED BUILDING FOR SERVICE Page 25 of 35 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( PUNE) Gat No 437 & 442, Golechiwadi, Ambi-Nigade Road,,MIDCTalegaon, Dist PUNE,410507,Maharashtra,India GSTIN 27AAACE1741P1ZH PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000120349 Date 13.09.2024 Submission Date 28.09.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ Mr. Aman Burnwal Contact Email AMAN.BURNWAL@AMNS.IN MATERIALS / SERVICES Please acknowledge receipt of the RFQ And provide your best quote for below given RFQ details. SR. No PR No. PR Item RFQ Item Services for line Item Quantity UOM Technical Details Other Details CENTER, PUNE Page: 10 of (20) AMDEC Document Number: AMDEC-124031-83-07-STR-SPC-0001 PROPRIETARY <(>&<)> CONFIDENTIAL This document discloses proprietary information of AM/NS India ltd. It may be reproduced or disclosed only with the written permission and is not to be used in any way detrimental to the interest of ArcelorMittal Nippon Steel India Limited. 4.3. Design Inputs:- • Minimum 6 mm thick flange plate and 4 mm thick web plate shall be provided for all built-up section except crane beam in which flange plate and web plate both shall be 6 mm thick. • Roof <(>&<)> Wall bracing shall be Tubel/Angle type bracing. • Members fabricated from plate or bar stock shall have flanges and webs joined on Both side of the web by a continuous welding process and as per IS/ ASME code. • Minimum 800 mm wide platform with Chequered plate, necessary handrails, toe plate and staircase (2 No) along the either side of crane girder. SR No. Design Loads Units Building A <(>&<)> Building B (Main Shed) Building C (GH BAY) (Scrap Yard) 1 Dead Load kN/m^2 0.15 0.15 2 Live Load kN/m^2 0.75 0.75 3 Wind Load (As per IS 875:2015 Part-3) m/sec 39 39 4 Seismic Zone (As per IS:1893 : Part-1 :2022) Zone III, Factor 0.16 5 Max. Rainfall mm 340 340 6 Sprinkler Load on Roof kN/m^2 0.25 0.25 • Cable Tray:- Routing and loading of Cable Tray are provided in the layout attached with these Technical Specification. • Water <(>&<)> Utility Pipes :- Routing and loading of Water and Utility Pipes are provided in the layout attached with these Technical Specification. • HLSV FAN Weight :- 200kg per Fan (This Weight is Tentative Final Weight will be as per selected HLSV Fan) SERVICE CENTER PROJECT AT PUNE,MAHARASHTRA AMNS Document Number SCP1-AMD-COMN-GEN-S-TSP-001 TECHNICAL SPECIFICATION FOR SUPPLY OF PRE-ENGINEERED BUILDING FOR SERVICE CENTER, PUNE Page: 11 of (20) AMDEC Document Number: AMDEC-124031-83-07-STR-SPC-0001 PROPRIETARY <(>&<)> CONFIDENTIAL This document discloses proprietary information of AM/NS India ltd. It may be reproduced or disclosed only with the written permission and is not to be used in any way detrimental to the interest of ArcelorMittal Nippon Steel India Limited. Serviceability Criteria :- Page 26 of 35 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( PUNE) Gat No 437 & 442, Golechiwadi, Ambi-Nigade Road,,MIDCTalegaon, Dist PUNE,410507,Maharashtra,India GSTIN 27AAACE1741P1ZH PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000120349 Date 13.09.2024 Submission Date 28.09.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ Mr. Aman Burnwal Contact Email AMAN.BURNWAL@AMNS.IN MATERIALS / SERVICES Please acknowledge receipt of the RFQ And provide your best quote for below given RFQ details. SR. No PR No. PR Item RFQ Item Services for line Item Quantity UOM Technical Details Other Details Deflection and Displacement check of all the Primary member and Secondary members shall be according to the IS 800:2007 Note :- 1. Main Frame external base should be considered as Fixed support. 2. Wind Column base should also consider as Fixed Support 3. The Spacing with between Purlin should be 1.5m C/C and for girt 1m C/C. 4. Longitudinal and transverse Expansion joint to be provided in the building as per IS 800 : 2007. 5. The minimum thickness shall be accordance with IS 800 :2007 6. Building should be consider as partially closed, consider the drawing for openings. 7. 3D STAAD with design calculation shall be submitted for approval. 8. All connections and base plates and anchor bolt are designed for 1.2 times the actual force in the member and not for 1.2 times of plastic section capacity of the member. 9. B/U section considered up to semi compact. 10. Structure shall be designed to meet the economical and safety requirement and meet the function and service requirement. 11. Design of Crane Girder calculation should be submitted separately for approval. 12. Chapter 12 is not considered for primary member design. 13. Full height cross bracing should be considered at suitable location as per stability of the building. 14. Handrail are considered in both side of the walkway(32NB Galvanised MS Pipe hand rail conforming to IS:1611 to be considered. Minimum galvanization zinc coating of 610 gms/ sqm should be considered. 15. Crane girder should be design as simply supported beam. 16. All intermediate stiffeners shall be terminated 20mm above the bottom flange to avoid thermally affected area of web to top flange connection. 17. Tension flange of crane girder shall be stabilized by horizontal latticed bracing, where required to limit the slenderness ratio of the flange to 150. 18. Connection between surge girder and the main column shall be designed to resist load due to lateral braking of the trolley. 19. Crane Stoppers to be provide at required locations. 20. Walkway <(>&<)> Crane Maintenance access staircase to be provided at required locations. 21. Provision of Safety lifeline wire rope (Wire rope of minimum diameter of 12mm) system should be provided on all crane walkways. 22. Natural ventilation should be provided ensuring that rainwater does not enter into the building. 23. Provision to be kept for installation of HVLS fan on each bay, maximum three fans on each bay. 24. Mild Steel Gutter down comer and header should be provided at appropriate locations to bring rainwater to nearest drainage system. 25. Handrail (if Facia not there) and Safety line system(wire rope diameter minimum 12mm) should be provided at roof. 26. The level of underside of column base plate should be selected such the complete anchor table lies below the finished floor level, thus keeping the shop floor free from projection of anchor tables. Page 27 of 35 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( PUNE) Gat No 437 & 442, Golechiwadi, Ambi-Nigade Road,,MIDCTalegaon, Dist PUNE,410507,Maharashtra,India GSTIN 27AAACE1741P1ZH PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000120349 Date 13.09.2024 Submission Date 28.09.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ Mr. Aman Burnwal Contact Email AMAN.BURNWAL@AMNS.IN MATERIALS / SERVICES Please acknowledge receipt of the RFQ And provide your best quote for below given RFQ details. SR. No PR No. PR Item RFQ Item Services for line Item Quantity UOM Technical Details Other Details SERVICE CENTER PROJECT AT PUNE,MAHARASHTRA AMNS Document Number SCP1-AMD-COMN-GEN-S-TSP-001 TECHNICAL SPECIFICATION FOR SUPPLY OF PRE-ENGINEERED BUILDING FOR SERVICE CENTER, PUNE Page: 12 of (20) AMDEC Document Number: AMDEC-124031-83-07-STR-SPC-0001 PROPRIETARY <(>&<)> CONFIDENTIAL This document discloses proprietary information of AM/NS India ltd. It may be reproduced or disclosed only with the written permission and is not to be used in any way detrimental to the interest of ArcelorMittal Nippon Steel India Limited. 27. Sheeting on side and gable end should be extended to the floor level enclosing the whole shed with sufficient natural air ventilation opening required. 28. Roof sheeting shall be considered with XLPE 13mm Thk. Air Bubble Insulation for Main Shed E-F-G BAY(FG+RM Shed) <(>&<)> G-H BAY ( Stock Yard Shed). 29. Vendor shall submit Foundation load plan / Civil load data drawing that includes all static and dynamic loads acting on the column for foundation design. Also, vendor shall submit separate foundation anchor bolt plan along with details. 30. 2.0mm thick GI gutter should be considered throughout the building and canopy. 31. At the crane girder level continuous walkway of width Min. 800mm shall be considered in design. 32. At both gable end of all sheds continuous walkway shall be considered at the crane girder level for inter connectivity. 33. Provision of Hanging cleats in roof should be provided for lighting purpose at each grid of column in all Shed Area as per lighting layout. 34. Sick bay/Maintenance Bay/Hospital Bay shall be provided if there is more than one crane in the same track. 35. Passageways and clearance for over-head travelling crane. a) Passageway shall be provided along and adjacent to every rail-track of every overhead travelling crane of such width that there is a clear space of not less than 50 cm between crane operating on the track and any column, fixture or fixed structure, so that no person working or walking over the passageway may be struck by any part of the crane. b) There should be railings at a height of at least 90 c. m. from the floor of the passageway on the both the side, with at least two rail and with a toe board at a height of at least 10 cm. from the floor. c) Provided that if there is a wall or sheeting on one side of the walkway the railings may be provided on only the other side. d) Safe access ladders with handrail shall be provided at convenient places and at suitable frequent intervals so that’s the crane driver or any other person going up the crane or crane track may not have to walk long distances on the passageway. e) Where there are more than one cranes operating in the same way as on the same runway, the number of access ladders shall be provided in the consideration of the Page 28 of 35 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( PUNE) Gat No 437 & 442, Golechiwadi, Ambi-Nigade Road,,MIDCTalegaon, Dist PUNE,410507,Maharashtra,India GSTIN 27AAACE1741P1ZH PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000120349 Date 13.09.2024 Submission Date 28.09.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ Mr. Aman Burnwal Contact Email AMAN.BURNWAL@AMNS.IN MATERIALS / SERVICES Please acknowledge receipt of the RFQ And provide your best quote for below given RFQ details. SR. No PR No. PR Item RFQ Item Services for line Item Quantity UOM Technical Details Other Details easy and safe accessibility to the different crane. f) For the repair of the track equipment of the cranes and for the greater convenience and safety in changing track wheels if there is no sufficient distance between the end of the crane and the wall of the building, special recesses or the platform with safe access ladders shall be built at different places in the building. g) The vertical clearance between the floors of the Crane Bridge or trolley foot-walks or platforms on the travelling cranes and over-head trusses, structural parts or any other permanent fixture shall not be less than two meters. SERVICE CENTER PROJECT AT PUNE,MAHARASHTRA AMNS Document Number SCP1-AMD-COMN-GEN-S-TSP-001 TECHNICAL SPECIFICATION FOR SUPPLY OF PRE-ENGINEERED BUILDING FOR SERVICE CENTER, PUNE Page: 13 of (20) AMDEC Document Number: AMDEC-124031-83-07-STR-SPC-0001 PROPRIETARY <(>&<)> CONFIDENTIAL This document discloses proprietary information of AM/NS India ltd. It may be reproduced or disclosed only with the written permission and is not to be used in any way detrimental to the interest of ArcelorMittal Nippon Steel India Limited. 4.4. Material Specifications Material Specification Structural Component Specification 1 Built up Section HR Plate ASTM 572 Grade 50 with min. yield strength confining to 345 MPa / IS 2062 E350BR, 350MPa 2 Hot Rolled Section Beams <(>&<)> Channels As per IS 2062 E250A, E250BR 250MPa Angles As per IS 2062 E250A, 250MPa Hollow Pipe As per IS:4923 for square pipe. IS 1239 Part1 <(>&<)> IS 1161 for round Pipe, Ys : 210MPa 3 Cold rolled cold Formed members. Pre- Galvanised / Painted Secondary ( Zee <(>&<)> Cee Section) Magnelis Material 4a Flange Brace Flange Brace 50*50 thk. As per design IS: 277 GP 250 - 300 MPa/ 345 MPa (for pre-galvanized) / IS:2062 E250 A (Painted) 4b Sag Angle Sag angle 25*25*thk as per design IS: 277 GP 250 - 300 MPa/ 345 MPa (for pre-galvanized) / IS:2062 E250 A (Painted) 4c Sag Rod Sag Rod:12.5 mm dia IS: 2062 E250A Electroplated (Sag Rod) Sheeting Panels :- Page 29 of 35 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( PUNE) Gat No 437 & 442, Golechiwadi, Ambi-Nigade Road,,MIDCTalegaon, Dist PUNE,410507,Maharashtra,India GSTIN 27AAACE1741P1ZH PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000120349 Date 13.09.2024 Submission Date 28.09.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ Mr. Aman Burnwal Contact Email AMAN.BURNWAL@AMNS.IN MATERIALS / SERVICES Please acknowledge receipt of the RFQ And provide your best quote for below given RFQ details. SR. No PR No. PR Item RFQ Item Services for line Item Quantity UOM Technical Details Other Details 5a PPGL 0.55MM SSR Sheet IS: 15961 YS300 340 MPa AZ 150 SERVICE CENTER PROJECT AT PUNE,MAHARASHTRA AMNS Document Number SCP1-AMD-COMN-GEN-S-TSP-001 TECHNICAL SPECIFICATION FOR SUPPLY OF PRE-ENGINEERED BUILDING FOR SERVICE CENTER, PUNE Page: 14 of (20) AMDEC Document Number: AMDEC-124031-83-07-STR-SPC-0001 PROPRIETARY <(>&<)> CONFIDENTIAL This document discloses proprietary information of AM/NS India ltd. It may be reproduced or disclosed only with the written permission and is not to be used in any way detrimental to the interest of ArcelorMittal Nippon Steel India Limited. 5b Colour Galvalume / Trims <(>&<)> Flashings 0.45mm Liner Pane IS: 15965 YS300 345 MPa AZ 150 6 Bracing Material HR Rod / ISA / Hollow IS: 2062 E250A, 250 MPa (Painted) As per IS:4923 for square pipe, IS 1239 Part 1 <(>&<)> IS 1161 for round Pipe, Ys: 210 MPa 7 Anchor Bolts HR Rod Black As per IS: 2062 E250A Only Nut <(>&<)> washer shall be Zinc Plated 10 Microns 8 Primary Connection Bolts Gr 8.8 ASTM A 325 M Class. 8.8 with 10 Microns Yellow Passivation HS Bolts (Galvanised) ASTM A325M and or IS: 1367- Part3 with yield strength of 640 MPa. 9 Secondary Connection Bolts Gr 4.6 Zinc Plated 10 Microns MS Bolts (Galvanised) IS: 1367 P-3 400 Tensile 10 Cold formed Panel Pre Galvanized Deck Panel GI IS: 277 GP300, YS:300/ 345 MPa Trims <(>&<)> Flashings will be made of the same sheeting material unless otherwise specified Secondary members Magnelis Material SERVICE CENTER PROJECT AT PUNE,MAHARASHTRA AMNS Document Number SCP1-AMD-COMN-GEN-S-TSP-001 TECHNICAL SPECIFICATION FOR SUPPLY OF PRE-ENGINEERED BUILDING FOR SERVICE CENTER, PUNE Page: 15 of (20) AMDEC Document Number: AMDEC-124031-83-07-STR-SPC-0001 PROPRIETARY <(>&<)> CONFIDENTIAL This document discloses proprietary information of AM/NS India ltd. It Page 30 of 35 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( PUNE) Gat No 437 & 442, Golechiwadi, Ambi-Nigade Road,,MIDCTalegaon, Dist PUNE,410507,Maharashtra,India GSTIN 27AAACE1741P1ZH PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000120349 Date 13.09.2024 Submission Date 28.09.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ Mr. Aman Burnwal Contact Email AMAN.BURNWAL@AMNS.IN MATERIALS / SERVICES Please acknowledge receipt of the RFQ And provide your best quote for below given RFQ details. SR. No PR No. PR Item RFQ Item Services for line Item Quantity UOM Technical Details Other Details may be reproduced or disclosed only with the written permission and is not to be used in any way detrimental to the interest of ArcelorMittal Nippon Steel India Limited. 4.5. Technical Specification For Paint • Surface Preparation: Remove grease, oil and other contaminants using suitable degreasing solvent. Remove all rust and scale by grit/shot blasting to a minimum standard of Sa 2 ½, Swedish standard SIS 05 5900 with a surface profile not exceeding 50 microns. Remove all dust and loose particles by vacuum cleaning or by jet of dry compressed air. • PRIMER COAT: One coat of epoxy zinc rich Primer Application: With conventional airless spray, brush for small areas. Overcoating Interval: Minimum-overnight, Maximum-Dependent on conditions. The primer coat should be fully cured and free residual solvent before over coating is carried out. D.F.T: 50 microns The first primer coat should apply within 4-6 hours after shot blasting. • INTERMEDIATE COAT: An epoxy coating reinforced with micaceous iron oxide (MIO) for steel surfaces with suitable abrasion resistance and water impermeability. Composition: Catalyzed epoxy resin pigmented with MIO, Color: Brown, finish: Matt. D.F.T: 100 microns. • FINISH COAT: Top two coats of Polyurethane compatible to primer <(>&<)> intermediate coats with good adhesion and water resistance for application on steel surfaces Composition: Catalyzed epoxy resin suitably pigmented. D.F.T: 75 microns. Total thickness of paint should be a minimum of 225 microns (DFT). For finish shades refer table: SERVICE CENTER PROJECT AT PUNE,MAHARASHTRA AMNS Document Number SCP1-AMD-COMN-GEN-S-TSP-001 TECHNICAL SPECIFICATION FOR SUPPLY OF PRE-ENGINEERED BUILDING FOR SERVICE CENTER, PUNE Page: 16 of (20) AMDEC Document Number: AMDEC-124031-83-07-STR-SPC-0001 PROPRIETARY <(>&<)> CONFIDENTIAL This document discloses proprietary information of AM/NS India ltd. It may be reproduced or disclosed only with the written permission and is not to be used in any way detrimental to the interest of ArcelorMittal Nippon Steel India Limited. COLOUR FOR FINISH SHADE: COLOUR STRUCTURAL BUILDINGS <(>&<)> SHED Oxford blue Finish: Glossy Columns, roof legs, column bracing and roof leg bracing Smoke grey Finish: Glossy RAL-7046 Crane girder, roof girder, rafter, main trusses, sub trusses <(>&<)> roof including monitor <(>&<)> purlins Yellow Hand railings As per client requirement Roof and Wall sheeting 5. DRAWING AND DOCUMENTS DURING AND AFTER OFFER Vendor is to Submit following drawings and documentations. 5.1. DOCUMENTS AT THE TIME OF OFFER Page 31 of 35 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( PUNE) Gat No 437 & 442, Golechiwadi, Ambi-Nigade Road,,MIDCTalegaon, Dist PUNE,410507,Maharashtra,India GSTIN 27AAACE1741P1ZH PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000120349 Date 13.09.2024 Submission Date 28.09.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ Mr. Aman Burnwal Contact Email AMAN.BURNWAL@AMNS.IN MATERIALS / SERVICES Please acknowledge receipt of the RFQ And provide your best quote for below given RFQ details. SR. No PR No. PR Item RFQ Item Services for line Item Quantity UOM Technical Details Other Details • List of drawings and Supporting documents. • Equipment catalogues • Supply Schedule • Erection Schedule • Inspection and Testing Schedule • Shipping list with indication of dimensions, weights, and volumes. • Quality Assurance Manual • Inspection and Testing Plan. • Painting schedule <(>&<)> Procedure (Shop Painting <(>&<)> Site Painting). 5.2. DOCUMENTS AFTER PLACEMENT OF ORDER AND AT TIME OF DELIVERY • Vendor’s quality program records • BOQ of building. • Support reactions for all load cases with necessary foundation bolt details shall be issued for foundation design. • All standard erection drawings required for erection of buildings shall be given. • Complete Structural design calculations reports, drawings, anchor bolt setting plan. • All as built drawings after erection of steel structures. SERVICE CENTER PROJECT AT PUNE,MAHARASHTRA AMNS Document Number SCP1-AMD-COMN-GEN-S-TSP-001 TECHNICAL SPECIFICATION FOR SUPPLY OF PRE-ENGINEERED BUILDING FOR SERVICE CENTER, PUNE Page: 17 of (20) AMDEC Document Number: AMDEC-124031-83-07-STR-SPC-0001 PROPRIETARY <(>&<)> CONFIDENTIAL This document discloses proprietary information of AM/NS India ltd. It may be reproduced or disclosed only with the written permission and is not to be used in any way detrimental to the interest of ArcelorMittal Nippon Steel India Limited. 6. ERECTION OF STEEL WORKS • The erection of fabricated steelwork shall conform to IS provisions. The erection procedures shall be planned to include the provision of all necessary guying. The plan shall ensure the safety, stability, and trueness of the structures during erection. • Marks for the erection shall be fixed and maintained, positions of steelwork checked, and all plant and temporary loads shall be arranged during erection so as not to overload any part of the steelwork. • Steel framework shall be true and plumb before any field welding or permanent bolting is started. At all times a sufficient number of field erection bolts or temporary welding shall be used to ensure that the steelwork is adequately supported in position. 7. DELIVERY CONDITIONS • The Vendor shall deliver the supplies at project site in accordance with the terms specified in this specification and the supplies shall remain as responsibility of Vendor until the completion certificate given by the purchaser. • The Vendor shall provide such packaging of the supplies as is required to prevent their damage or deterioration in transit to their final destination as indicated in this specification. The packaging shall be sufficient to withstand, without limitation, no damage during handling <(>&<)> transportation, maintain straightness of the structure members, rough handling, and exposure to extreme temperatures, salt and precipitation during transit and open storage. Package size and weights shall take into Page 32 of 35 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( PUNE) Gat No 437 & 442, Golechiwadi, Ambi-Nigade Road,,MIDCTalegaon, Dist PUNE,410507,Maharashtra,India GSTIN 27AAACE1741P1ZH PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000120349 Date 13.09.2024 Submission Date 28.09.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ Mr. Aman Burnwal Contact Email AMAN.BURNWAL@AMNS.IN MATERIALS / SERVICES Please acknowledge receipt of the RFQ And provide your best quote for below given RFQ details. SR. No PR No. PR Item RFQ Item Services for line Item Quantity UOM Technical Details Other Details consideration, where appropriate, the remoteness of the final destination of the supplies and the possible absence of heavy handling facilities at all points in transit. • No supplies shall be delivered to the project site until a confirmation in writing has been obtained by the Vendor from the purchaser that the supplies may be delivered. The Vendor shall be responsible for the delivery at the project site of all supplies and Vendors equipment required for the purpose of the scope mentioned in this specification. • Each delivery must be accompanied by a statement drawn up by the Vendor. This statement, the form of which shall be as prescribed by the Special Conditions, shall contain, in particular : SERVICE CENTER PROJECT AT PUNE,MAHARASHTRA AMNS Document Number SCP1-AMD-COMN-GEN-S-TSP-001 TECHNICAL SPECIFICATION FOR SUPPLY OF PRE-ENGINEERED BUILDING FOR SERVICE CENTER, PUNE Page: 18 of (20) AMDEC Document Number: AMDEC-124031-83-07-STR-SPC-0001 PROPRIETARY <(>&<)> CONFIDENTIAL This document discloses proprietary information of AM/NS India ltd. It may be reproduced or disclosed only with the written permission and is not to be used in any way detrimental to the interest of ArcelorMittal Nippon Steel India Limited. .1. The date of delivery. .2. The reference number of the contract. .3. The identification of the Vendor. .4. Particulars of the goods supplied and, where appropriate, details of how they were divided for packing. 8. SUPPLY AND ERECTION SCHEDULE The vendor must follow below the given time schedule for PEB steel structural supply and erection. Drawing submission – 1 month Supply and erection of building – 4 months. 9. INSPECTION AND TESTING 9.1. GENERAL All non-destructive examination shall be carried out by an independent, registered testing and inspection authority. Visual inspection may be carried out by a qualified welding inspector, where required. Records shall be maintained of the results of all inspections and tests. 9.2. MATERIALS Certified mills test reports or test certificates issued by the mill as evidence of compliance with the material standard specified, shall be available for inspection. All steel plates that are 28mm or more in thickness shall be ultrasonically tested for flaws, laminations and other defects. Where testing indicates a failure of the material to comply with the requirements of this specification, then all suspect material shall be liable for rejection. 9.3. TEST RESULTS A copy of the test results shall be provided to the owner’s representative as specified. Copies of these test results, plus any relevant documentation shall be retained by the vendor until the defects liability period has expired. The vendor shall permit examination of such results by the owner’s representative. 9.4. WELD INSPECTION AND TESTING REQUIRMENTS Page 33 of 35 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( PUNE) Gat No 437 & 442, Golechiwadi, Ambi-Nigade Road,,MIDCTalegaon, Dist PUNE,410507,Maharashtra,India GSTIN 27AAACE1741P1ZH PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000120349 Date 13.09.2024 Submission Date 28.09.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ Mr. Aman Burnwal Contact Email AMAN.BURNWAL@AMNS.IN MATERIALS / SERVICES Please acknowledge receipt of the RFQ And provide your best quote for below given RFQ details. SR. No PR No. PR Item RFQ Item Services for line Item Quantity UOM Technical Details Other Details The minimum requirements for inspection and testing are outlined in the ITP. These shall comply with the requirements of IS provisions. Visual inspection at random of the weld preparations prior to welding. All welds shall be 100% visually inspected by the vendor’s supervisor. SERVICE CENTER PROJECT AT PUNE,MAHARASHTRA AMNS Document Number SCP1-AMD-COMN-GEN-S-TSP-001 TECHNICAL SPECIFICATION FOR SUPPLY OF PRE-ENGINEERED BUILDING FOR SERVICE CENTER, PUNE Page: 19 of (20) AMDEC Document Number: AMDEC-124031-83-07-STR-SPC-0001 PROPRIETARY <(>&<)> CONFIDENTIAL This document discloses proprietary information of AM/NS India ltd. It may be reproduced or disclosed only with the written permission and is not to be used in any way detrimental to the interest of ArcelorMittal Nippon Steel India Limited. A copy of the Non-Destructive Test (NDT) certificates and results shall be retained in the vendor’s workshop for inspection by the owner’s representative. The vendor shall provide all labor, lifting equipment, access facilities and be responsible for the performance of the testing. 10. QUALITY ASSURANCE PLAN The vendor shall produce a quality assurance plan for following two important aspects: • Preventive aspects • Corrective aspects The Preventive aspect should consist of an organized Quality Control Programed with clear standards and guidelines so that everyone knows exactly what he is responsible for. The corrective aspect is basically based on the complaints and Corrective Quality assurance therefore includes taking immediate action to correct flaws, dealing with whatever other problems they may have caused and putting things back to normal. Steps must also be taken to see that the same trouble does not recur. QUALITY CONTROL AND INSPECTION The vendor is responsible for all quality control and inspection activities associated with the Scope of Work. Minimum 3 inspections shall be carried out by vendor at below mentioned stage and Quality assurance plan for each stage needs to be approved by client. • During fabrication at shop. • During trial assembly work at fabrication facility. • At AMNSI site at final delivery. The vendor must allow the inspector to access all the locations wherever the works are taking place. Inspectors can do inspections and make records at any time. AMNSI also reserves the right to use a camera and video to enable progress to be monitored and recorded. This applies equally to the vendor and also its Subvendors. Inspection shall be carried out at stages during the course of the work; and The costs of any additional work that results from any rectification Page 34 of 35 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( PUNE) Gat No 437 & 442, Golechiwadi, Ambi-Nigade Road,,MIDCTalegaon, Dist PUNE,410507,Maharashtra,India GSTIN 27AAACE1741P1ZH PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000120349 Date 13.09.2024 Submission Date 28.09.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ Mr. Aman Burnwal Contact Email AMAN.BURNWAL@AMNS.IN MATERIALS / SERVICES Please acknowledge receipt of the RFQ And provide your best quote for below given RFQ details. SR. No PR No. PR Item RFQ Item Services for line Item Quantity UOM Technical Details Other Details and/or replacement of any unacceptable work shall be in the vendor’s account. SERVICE CENTER PROJECT AT PUNE,MAHARASHTRA AMNS Document Number SCP1-AMD-COMN-GEN-S-TSP-001 TECHNICAL SPECIFICATION FOR SUPPLY OF PRE-ENGINEERED BUILDING FOR SERVICE CENTER, PUNE Page: 20 of (20) AMDEC Document Number: AMDEC-124031-83-07-STR-SPC-0001 PROPRIETARY <(>&<)> CONFIDENTIAL This document discloses proprietary information of AM/NS India ltd. It may be reproduced or disclosed only with the written permission and is not to be used in any way detrimental to the interest of ArcelorMittal Nippon Steel India Limited. 11. PERFORMANCE GAURANTY The materials supplied and the entire erected installation shall be guaranteed by Erection Vendor for satisfactory performance for a period of 12 months from the date of commissioning. This guarantee refers in particular to the following: • Smooth, trouble free and satisfactory operation by following erection procedures established by OEM (Original Equipment Manufacturer). • Quality workmanship • Fulfilment of safety regulations / instructions and standards / codes. During this period, The Erection Vendor shall undertake to repair / replace the installation free of cost if it fails for the reason of not following the instructions as given by OEM. Or due to faulty workmanship In case Erection Vendor does not undertake to repair / replace the defective installation within a reasonable period, Owner reserves the right to rectify the installation at the Erection Vendor’s cost. The guarantee period will be prolonged correspondingly due to non-utilization of the equipment which is caused by installation becoming defective during the guarantee period. Regarding the replaced installation parts, the guarantee period for these items will start from the date of replacement. 12. HSE REQUIREMENTS • All safety measures and precautions shall be strictly followed, maintained, and monitored by the vendor as standard procedures. • All fabrication/erection work shall be carried out under constant supervision of the vendor and will be solely responsible for health <(>&<)> safety of their manpower during the entire contract period. • Vendor shall put his competent and certified Engineers/Supervisors and skilled workforce for safe execution and safely completion of the job on time schedule to entire satisfaction of the site engineer. • Vendor shall be bound to follow all applicable guidelines, rules and regulations of AMNS Safety department at all the times. • Vendor is responsible to provide all PPEs and safety gears to all workers and necessary certification of man baskets, material baskets, chain pulley blocks, winches, safety net, fire extinguisher, and any other tools <(>&<)> tackles Page 35 of 35 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( PUNE) Gat No 437 & 442, Golechiwadi, Ambi-Nigade Road,,MIDCTalegaon, Dist PUNE,410507,Maharashtra,India GSTIN 27AAACE1741P1ZH PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000120349 Date 13.09.2024 Submission Date 28.09.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ Mr. Aman Burnwal Contact Email AMAN.BURNWAL@AMNS.IN MATERIALS / SERVICES Please acknowledge receipt of the RFQ And provide your best quote for below given RFQ details. SR. No PR No. PR Item RFQ Item Services for line Item Quantity UOM Technical Details Other Details etc…. as applicable. • Safety officers/ supervisors shall be deputed at site at the starting of the project mobilization. 2 27021464 20 20 50 ERECTION OF GRATING (GI) 10 TO 20 S & F OF COLOUR COATED PROFILE SHEET 20,000 M2 10 ERECTION OF STRUCTURES 2,300 TO 30 S & F OF COLOUR COATED PROFILE SHEET 9,000 M2 40 SUPPLY AND FIXING POLYCARBONATE TRANSLUC 2,000 M2 60 INSTALLATION OF CHEQUERED PLATE 100 TO Email : ASHISH.DUBEY5@AMNS.IN Contact : Name : Ashish Dubey Item Details : Item Note
