Tender For Piling And Civil Work For Ab-Bc Expansion Project 27020253 10 10 30 PROVIDING & LAYING OF M-30 CONCRETE 230 M3 90 PILE INTEGRITY TEST INCL ALL ACCESSORIES 50 NO 20 Back filling with excavat erath material 150 M3 10 EXCAVATION IN HARD SOIL INCL.REMOVAL OF 240 M3 80 PILE ROUTINE VERTICAL LOAD TEST 2 NO 40 PROVIDING & FIXING OF REINFORCEMENT 32 TO 60 Breaking of RCC & shifting of debris 30 M3 50 Soil Boring for driving of piles 1,120 M 70 PILE CHEAPING 50 NO Email : CHITRASEN.PRADHAN@AMNS.IN Contact : Name : Chitrasen Pradhan Item Details : Bahadurgarh Steel Service Center (SSC) ANNEXURE-1 BILL OF PILING WORKS QUANTITIES FOR EXPANSION OF EXISTING SERVICE CENTRE AT BAHADURGARH, HARYANA Notes: 1. All Quantities are probable. Actual payment will be done based on quantity of engineering drawings. Rate <(>&<)> Amount shall be filled by the Tenderer. Sr. No. Service Code DESCRIPTION UNIT RATE QTY AMOUNT 1 Bored Cast-in-situ pile 3003924 Mobilisation <(>&<)> Driving, providing and installing Bored cast-in-situ reinforced concrete pile of specified diameter and length below the pile cap M30 in cement concrete, to carry a safe working load not less than specified and as mentioned in the construction drawing. a) Excavation in slag or Hard soil <(>&<)> shifting debris including all lifts, in both wet and dry conditions, dewatering of surface and subsurface water, shoring, planking and strutting (if required), Stacking of usable back fill material, disposal/stacking of surplus/ shifting of no usable excavated soil etc. within a lead plant premises and as per specifications <(>&<)> direction of the Engineer-in-charge. (The measurement for payment shall be for the theoretical excavation volume only as per drawing i.e. for the volume of the block of the excavation having the depth and maximum bottom dimensions of the foundation/structures as per drawing (Base Area of Foundation only). The contractor shall take into account in his rate the provision for any excess excavation for necessary working space, steps, sloping etc. required for excavation safety and other allied works and refilling the side slopes/working space etc.). Level of excavation will considered average level after stripping of vegitation removal/ stripping or Fixed by engineer-in Charge M3 240 - 3005416 b) Filling with Good quality of excavated available soil around foundations, substructures etc. at all depth with stacked soil near construction boundary including placing, spreading, watering, hammering and even compaction by plate compactor/12 MT vibro roller or any other mean instructed by Engineer-in-charge to achieve CBR Value 4 (compaction should be at least 95% of standard proctor density), thickness of backfilled layers should not exceeding 250 mm in depth, complete bye works as per specification or instruction by Engineer-in-charge. (The measurement for payment shall be for the theoretical net volume only as per drawing i.e. for the volume of the block of the Backfilling having the depth and maximum bottom dimensions of the foundation/structures as per drawing. ) M3 150 - 3012094 c) Providing, supply, pouring and compacting concrete M30 grade all including materials, tools, machinery, labour,dewatering of surface and subsurface water, area hard barrication and with safety complete. Fill pour card before start concreting and submit MTC and test reports on the basis of test conduct on site only approved NABL lab certified MTC is acceptable . all these test conduct in presence of site - incharge . (The measurement for payment shall be for theoretical concrete volume only as per drawing i.e.) Cement :- Ultratech , JK cement , Shree cement , ACC , Ambuja. M3 230 - 3015471 d) Providing, Shifting, cutting, bending, binding <(>&<)> placing Reinforcement CRS/Fe550D grade conforming to IS: 1786. (Make - TISCO, SAIL, VIZAC, ET, JSW, TATA, ). MT 32 - 3010440 f) Pile bore cast in situ - 500mm dia, 70T Capacity by hydraulic rig with bentonite solution and temporary casing to be pro vided as required depth. all including materials, tools, machinery, labour,dewatering of surface and subsurface water, area hard barrication and with safety complete. Rmt 1120 - 3008803 g) Breaking of RCC (if require only) incl. cutting of reinforcement <(>&<)> shifting debris within a lead plant premises in cluding stacking of serviceable material separation of reinforcement from concrete as per Page 2 of 28 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( BHDGR) 43 K.M. Stone, Delhi-Rohtak Road,,Rohad, Tehsil Bahadurgarh, Dist Jhajjar,124501,Haryana,India GSTIN 06AAACE1741P1ZL PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000111752 Date 03.05.2024 Submission Date 10.05.2024 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 Ms. Keshar Sonal Contact Email KESHAR.SONAL@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 direction of Engineer-in-charge. cum 30 - 3012669 h) Breaking and chipping of pile heads Breaking and chipping the top concrete in the pile heads to the correct level including cutting, cleaning the reinforcement and bending into the pile cap to the shape all as per drawings,specifications, shifting debris within a lead plant premises and directions of the Engineer, all materials, tools, plant and labour complete ( Length from GL to pile cut-off lvl. as per drawing). (a) 500mm Dia pile Nos. 50 - 2 3012351 Conducting routine static compressive load test on working piles as per IS:2911 (Part-4) – in conjunction with the specification. Test including area preparation, all accessories, equipments,area hard barrication and with safety complete. Test as per standard by approverd NABL lab. a) 500mm Dia Pile Nos. 2 - 3 3012350 Conducting Low strain non-destructive integrity tests on pile as per IS:14893-2001. Test including area preparation, all accessories, equipments,area hard barrication and with safety complete.. Test as per standard by approverd NABL lab. a) 500mm Dia Pile Nos. 50 - Total Amount - ANNEXURE-2 BILL OF CIVIL WORKS QUANTITIES FOR EXPANSION OF EXISTING SERVICE CENTRE AT BAHADURGARH, HARYANA Notes: 1. All Quantities are probable. Actual payment will be done based on quantity of engineering drawings. Rate <(>&<)> Amount shall be filed by the Tenderer. Sr. No. Service Code DESCRIPTION UNIT RATE QTY AMOUNT 1 Earth Works 1.1 3003928 Excavation upto 700mm depth Area Grading for Flooring Cum 2680 - Area grading /excavation for grade level flooring, pavement area, etc. in all kinds of soil (excluding hard rock requiring chiselling or blasting) and including all lifts, in both wet and dry conditions, dewatering of surface and subsurface water, shoring, planking and strutting (if required), Stacking of usable back fill material, disposal/stacking of surplus/ shifting of no usable excavated soil etc. within a lead of 2 KM and as per specifications <(>&<)> direction of the Engineer-in-charge. (The measurement for payment shall be for the theoretical excavation volume only as per drawing i.e. for the volume of the block of the excavation having the depth and maximum bottom dimensions of the foundation/structures as per drawing ( Base Area of Floor only). The contractor shall take into account in his rate the provision for any excess excavation for necessary working space, steps, sloping etc. required for excavation safety and other allied works and refilling the side slopes/working space etc.).Level of excavation will considered average level after stripping of vegitation removal/ stripping or Fixed by engineer-in Charge . 1.2 3003928 Excavation for foundations up to 3.0 m depth or part thereof in ALL KIND OF SOIL Cum 175 - Earthwork in excavation of foundations for buildings <(>&<)> machine fdn, equipments, structures, channels, tunnels, trenches, drains, pits, wells, manholes, chambers, pavements, basements, tanks, culverts etc. in all kinds of soil (excluding hard rock requiring chiselling or blasting) and including all lifts, in both wet and dry conditions, dewatering of surface and subsurface water, shoring, planking and strutting (if required), Stacking of usable back fill material, disposal/stacking of surplus/ shifting of no usable excavated soil etc. within a lead of 2 KM and as per specifications <(>&<)> direction of the Engineer-in-charge. (The measurement for payment shall be for the theoretical excavation volume only as per drawing i.e. for the volume of the block of the excavation having the depth and maximum bottom dimensions of the Page 3 of 28 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( BHDGR) 43 K.M. Stone, Delhi-Rohtak Road,,Rohad, Tehsil Bahadurgarh, Dist Jhajjar,124501,Haryana,India GSTIN 06AAACE1741P1ZL PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000111752 Date 03.05.2024 Submission Date 10.05.2024 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 Ms. Keshar Sonal Contact Email KESHAR.SONAL@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 foundation/structures as per drawing ( Base Area of Foundation only). The contractor shall take into account in his rate the provision for any excess excavation for necessary working space, steps, sloping, area hard barrication etc. required for excavation safety, hard barrication and other allied works and refilling the side slopes/working space etc.). Level of excavation will considered average level after stripping of vegitation removal/ stripping or Fixed by engineer-in Charge . 1.3 3005416 Backfilling With selected excavated earth Cum 200 - With selected excavated earth-Backfilling around foundations, trenches, sumps, pits, substructures, plinth area, walls etc. at all depth with stacked soil near construction boundary <(>&<)> lead of within plant premises including placing, spreading, watering, hammering and even compaction by plate compactor, plinth area compaction by use vibro of 10 Ton / 12 Ton roller compaction or any other mean instructed by Engineer-in-charge to achieve CBR Value 4 (compaction should be at least 95% of standard proctor density), thickness of backfilled layers should not exceeding 250 mm in depth, complete bye works as per specification or instruction by Engineer-in-charge. (The measurement for payment shall be for the theoretical net volume only as per drawing i.e. for the volume of the block of the Backfilling having the depth and maximum bottom dimensions of the foundation/structures as per drawing. ) 1.4 3016858 Filling in plinth with GSB Cum 1380 - Filling with GSB from outside the Owners premises including its supply and transport considered in contractors scope of work. JCB <(>&<)> Dumper for shifting of GSB is in contractors scope. Filling in plinth or where directed including compaction by plate compactor to achieve CBR Value 4 (95% Standard Proctor Density)<(>&<)> in layers not exceeding 250mm in depth complete. Cost should include all the expenditure for material, permits, excavation, loading, unloading, transportation, placing, NABL approved Lab tests, compaction with 12 MT vibratory roller to achieve the desired density etc. complete bye works as per instruction of Engineer-in-charge. 1.5 3016858 Dry stone rubble soling Cum 485 - Dry stone rubble soling 200 mm thick Compacted thickness with maximum 150 mm size hard stones set in regular lines, hand packed and interstices thoroughly filled with query dust or small stone chips including compaction by 12 MT vibratory roller and filling in with good quality murum/stone dust brought from outside and compacted as directed and spreading 12 mm compacted layer of murum/stone dust on top. (Net Bottom Area of Foundation/floor as per drawing will Be Paid). The surface shall be cleared of all loose materilas, levels, water <(>&<)> compacted before laying rubble soling. 2 Concrete Works 2.1 3012929 Plain Cement Concrete M10 Grade Cum 250 - Providing and laying plain cement concrete with 40 mm down graded coarse aggregates in blinding layer/fill under R.C.C. <(>&<)> masonry foundations, bottom of pits, sumps, channels, tie beams, grade slabs ,floorings,footings, tanks, storm water drain, pipe encasing including ramming , levelling, curing, mix design etc. complete. Cost of required form work is a part of this item (Mode of measurement shall be as per IS code) Concrete mix design approved by Engineer-in-charge. Cement :- Ultratech , JK cement , Shree cement , ACC , Ambuja . OPC 53 Grade 2.2 3011816 PROVIDING <(>&<)> LAYING RCC M30 Cum 170 - Reinforced Cement Concrete M30 Grade for Sub-structure <(>&<)> up to 5m height above FFL Supplying, Providing and placing of Batching Plant Mixed Concrete for following items including compacting with mechanical vibrators, curing etc. <(>&<)> excluding reinforcement <(>&<)> formwork (concrete for liquid retaining structures and others as called for shall be water tight) complete bye work including cost of plasticizer,waterproofing compound or any other admixture, mix design, all NABL lab tests as per instruction of Engineer-in-charge. a) Footings,raft,grade slab, pedestals, columns, grade beams, walls, staircase waist slab and steps, lintels with M30 grade concrete having 20 mm down graded coarse aggregate (Mode of measurement shall be as per Page 4 of 28 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( BHDGR) 43 K.M. Stone, Delhi-Rohtak Road,,Rohad, Tehsil Bahadurgarh, Dist Jhajjar,124501,Haryana,India GSTIN 06AAACE1741P1ZL PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000111752 Date 03.05.2024 Submission Date 10.05.2024 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 Ms. Keshar Sonal Contact Email KESHAR.SONAL@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 IS code). If quality issue are found after concreting, vendor shall be attend all tests <(>&<)> rectify free of cost. Concrete mix design approved by Engineer-in-charge. Cement :- Ultratech , JK cement , Shree cement , ACC , Ambuja . OPC 53 Grade 2.3 3016078 Vacuum dewatered TREMIX Flooring RCC work Cum 800 - Supplying <(>&<)> providing vacuum dewatered flooring by TREMIX or approved equivalent system with reinforced cement concrete of grade M30 as defined by IS:456 with 20 mm down graded stone aggregates in panels of approved sizes including providing side-shuttering for panels with M.S. channels, vibrating the concrete with immersion and surface vibrators and dewatering by filter mat and suction pump of approved make, finishing the top surface by floating and trowelling to required level and grade using skim floater fitted with a floating disc and/or trowelling blades of approved make, covering the finished concrete surface with approved polythene sheets, groove cutting, approved Polysulphide sealant filling, including non-metallic surface floor hardener FOSROC/BASF make of approved colour floor hardner 5kg/sqm, including curing ponding, Separation Membrane of impermeable plastic sheeting thick as per drawings specification, mix design,all as per drawings, manufacturers specifications and directions of the Engineer, all materials, tools, plant and labour complete. If quality issue are found after concreting, vendor shall be attend all tests <(>&<)> rectify free of cost. The surface tolerance shall not exceed 3mm in 3m length measured by straight edge in any direction. 2.4 3009006 Providing <(>&<)> Laying Grouting Cum 5 - Providing <(>&<)> Laying non-shrink free flow Cementious Grout - 25 Kg bag - (FAIRMATE / SIKA / FOSROC/CICO/BASF), under baseplates, pockets, (Note:-Work shall be done as per manufacturers products instruction sheet. The grout shall be done by pressure grouting to provide uniform support under the base plate. 2.5 3013979 P/E formwork below plinth 3.00mtr <(>&<)> Sub-structure <(>&<)> up to 5m height above FFL Sqm 427 - Providing, erecting and removing formwork for concrete items including forming chamfers, drip moulds, pockets etc. and including scaffolding, centring, finishing concrete surface after striking the formwork, cover ,sealing joints with heavy duty brawn self adhesive tape, aligning to line <(>&<)> levels, smooth surface finishing (Net area of concrete formed shall be measured): For non-exposed surfaces for all depths up to below plinth level for sub structures. 2.6 3015471 P/B Reinf bars HYSD Grade CRS / Fe550D conforming to IS:1786. MT 70 - Providing, cleaning, cutting, bending, supporting, placing, binding with 16 SWG soft annealed wire and placing in position steel r einforcement on/at all levels and locations as per drawings, including handling and transport inside plot premises complete for all R.C.C. Works including supplying <(>&<)> placing concrete cover block etc. complete. Weight of chairs , spacers and required supports are not payble. Reinforcement steel shall be CRS/Fe550D grade for all substructures. (Make - TISCO, SAIL, VIZAC, ET, JSW, TATA). 2.7 3013975 Supplying, erecting <(>&<)> fixing Foundation anchor bolts MT 2.50 - Proving <(>&<)> fixing H.D. Foundation anchor bolts with anchor plates <(>&<)> require nut, locknut <(>&<)> washer with supports /templates as per detail provided including fixing at position in the foundation and shall conform to Grade E250, Quality A upto 20 mm thick and Quality B above 20 mm thick as per IS:2062-2006. All bolts shall be of property class 4.6. (For fixing arrangement structure like reinforcement, templat plates, angle, channels are not payble). Cost should include all the expenditure for material, permits, loading, unloading, transportation, placing, Approved Lab tests sampling chemical <(>&<)> mechanical properties and test methods as per IS 1367. etc. complete by works as per specification <(>&<)> instruction of Engineer-in-charge. 3 Architectural Works 3.1 3013936 P/L BM superstructure above Plinth up to 5m 230mm thk. (1:4) Page 5 of 28 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( BHDGR) 43 K.M. Stone, Delhi-Rohtak Road,,Rohad, Tehsil Bahadurgarh, Dist Jhajjar,124501,Haryana,India GSTIN 06AAACE1741P1ZL PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000111752 Date 03.05.2024 Submission Date 10.05.2024 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 Ms. Keshar Sonal Contact Email KESHAR.SONAL@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 Cum 90 - Providing brickwork in cement mortar of following proportions in superstructure in all types of facing, including concrete coping, bands, projections, parapets, ornamental cor-nices, string course and reinforced brickwork (Concrete band shall be provided at every 1m height. Two numbers of 8 mm diameter reinforcement bars shall be provided in each concrete band. Reinforcement shall be paid separately under respective item)and at any other location, of circular, curved or any shape including mould-ing and cutwork at all lead and heights, curing, scaf-folding including Providing <(>&<)> Fixing chicken wire mesh (of best quality Galvanized or as specified in drawings or instructed by Engineer In charge) in strips of 200 mm widths over junctions between concrete <(>&<)> masonry including srew,nails and washers prior to plastering, including curing, raking of joints etc. complete with all bye works as per drawing, specification and instruc-tions of the Engineer In charge, with bricks of approved quality. a) 230 mm thick (in cement mortar 1:4). No saperate payment will be made for form work, scaffolding or other related works. Cement :- Ultratech , JK cement , Shree cement , ACC , Ambuja . 3.2 3009646 P/A internal plaster 12mm thk with CM (1:4 ) up to 5.0m height Sqm 400 - Providing internal plaster 12 mm thick float finish in cement mortar 1:4 at all joints of RCC Beams, Columns with Masonary at all heights <(>&<)> locations for walls, columns, beams etc. including . including chipping ,hacking, concrete surface, coat of adhesive for bonding if required, finishing with desired finish, scaffolding, providing grooves, bands, carvings, mouldings, curing etc. complete all bye work. 3.3 3016859 P/A 20mm thk exterior plaster with CM (1:3) in Two layers up to 5m height Sqm 370 - Providing 20 mm thick exterior sand faced cement plaster in two layers (First layer of 12mm thick and second layer of 8mm ) including fixing chicken mesh at joints of RCC Beams, Columns with Masonary at all heights <(>&<)> locations for cement mortar 1:3 for external surfaces including chipping concrete surface, providing, bands, drip moulds, grooves etc. finishing, curing, scaffolding etc. complete all bye work, including integral Waterproofing compound Emperor or approved equivalent @1kg/cement bag and a coat of adhesive complete all work. 3.4 3003502 Distemper to internal surface of walls Sqm 400 - Finishing walls at all heights with Two or more coats of Oil bond /synthetic distemper of approved shade, brand and quality on plaster work, over and including Primer coat to give an even shade as per specification or instruction of Engineer In charge. (Make- ICI Paints ,Berger, Asian, Shalimar, Nerola) 3.5 3013930 Weather Proof Painting to external surface of walls Sqm 370 - Finishing walls at all heights with two or more coats to get even shade or surface of Acrylic Smooth exterior paint or equivalent of required shade, brand (manufacture) and quality on plaster work, over and including primer coat to give an even shade. (Make- ICI Paints ,Berger, Asian, Shalimar, Nerola) 4 Other Necessary works 4.1 3002655 Existing Structure shed with roof sheeting (Width-20m <(>&<)> Length- 50m) (unit : TO = LS = 1) Dsimantling <(>&<)> removing Existing Structure manually/by mechanical means Including All modification as per working/IFC drawings. including stacking of serviceable material <(>&<)> Carting it out of the Site of Works to a safe location prescribed by AMNS with a any lead or within plant premises including placing, spreading, levelling, etc. complete. Includes removing of Specified RCC Works, Brick-works, Existing Roof Struture, inclusive of Steel Trusses, Roofing Sheets, any other Structural Members, existing Brick Walls, Windows, Doors, Flooring, MS Fencing Works, Barbed wires, etc. complete bye works as per specification or instruction by Engineer-in-charge. ***Vendor to verify the existing structure at actuals wrt the proposed building drawings to acquire information on the works to be removed. LS 1.00 - 4.2 3008803 PCC/RCC Dismantling Incl. All Page 6 of 28 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( BHDGR) 43 K.M. Stone, Delhi-Rohtak Road,,Rohad, Tehsil Bahadurgarh, Dist Jhajjar,124501,Haryana,India GSTIN 06AAACE1741P1ZL PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000111752 Date 03.05.2024 Submission Date 10.05.2024 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 Ms. Keshar Sonal Contact Email KESHAR.SONAL@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 Dismantling of PCC/RCC manually/by mechanical means including stacking of serviceable material <(>&<)> disposal of unserviceable material outside site at unobjectionable place (within plant premises), separation of reinforcement from concrete . Dismantling work If rquired as per site condition <(>&<)> as per direction of Engineer-in-charge. cum 210.00 - 4.3 3008804 Breaking of Brick / Block Masonry Dismantling of Brick masonry manually/by mechanical means including stacking of serviceable material <(>&<)> disposal of unserviceable material outside site at unobjectionable place (within plant premises), separation of reinforcement from wall . Dismantling work If rquired as per site condition <(>&<)> as per direction of Engineer-in-charge. cum 55.00 - 4.4 3016867 Expansion joints in Concrete with Polymer Board, sealant and G.I. Sheet Covering Providing <(>&<)> fixings, accessories, joints, losses and overlaps, supports, excavation , Backfilling ,bed concrete or concrete specified in drawing or as per OWENER’S instructions also including supply of equipment, tools, labour and charges; levelling, alignment and plumb; the supply of templates for fixing, installation, preparation, protection of the exposed parts; topographic and technological controls and everything else necessary for the complete execution of the services not stated here.including filling and sealing with polymer filler board ,sealant and covering it with metallic sheet with slots , non corrosive screws ,washers complete as per IFC drawings. No extra payment will be made for scaffolding, tools, material, or any related services .the joint should be made waterproof and the written guaranty should be noted along with the waterproofing item. Note : Providing and laying with a 10 years guarantee of material <(>&<)> applicator on stamp paper to keep the area water proofed. (unit : Nos = Rmt = 1) Rmt 104.00 - Grand Total (Rs.) - - VENDOR SCOPE: - CIVIL JOB OF AB <(>&<)> BC BAY EXTENSION CIVIL WORK AT BAHADURGRH SSC 1. All the Material <(>&<)> machine and tools for the above jobs will be in Vendors Scope. Construction <(>&<)> drinking water, HR <(>&<)> legal compliance in Vendor scope. AMNS shall provide a single point for electrical, and vendor shall take the supply from that point to workplace with all necessary safety arrangement in vendor scope. Power for area lighting and working light shall be arranges by the vendor scope. 2. All the tools and tackles for the above job will be vendors scope and it must be approved by AM/NS Safety In charge prior to work. 3. Provided dump site/yard maximize utilization with Necessary resources in the vendor scope. Proper leveling of the dump site to be done by vendor. 4. Cutting set <(>&<)> consumables required for rebar cutting <(>&<)> fixing will be in vendor scope. 5. Welding machines and consumables will be in vendor’s scope. 6. If ready mixed concrete to be brought from outside, RMC should be approved by Engineer. 7. Collection of material if any shall be uniform throughout the length of road. 8. Curing of Works must be maintained in accordance to the BOQ etc. 9. All earth inert and subgrade or subbase materials, all RCC work and their necessary external lab reports (NABL approved- Lab), MTC and quality checks on regular frequency should be conducted and get report approvals from AMNS authority is in contractor scope. No payment shall be made on the basis of material delivery, all bills will only be processed for service work done. 10. If the quality and strength as per acceptance criterion is not achieved, then the work will not be accepted, and payment of such substandard work will not be made to the contractor. No extra amount on Page 7 of 28 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( BHDGR) 43 K.M. Stone, Delhi-Rohtak Road,,Rohad, Tehsil Bahadurgarh, Dist Jhajjar,124501,Haryana,India GSTIN 06AAACE1741P1ZL PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000111752 Date 03.05.2024 Submission Date 10.05.2024 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 Ms. Keshar Sonal Contact Email KESHAR.SONAL@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 account of providing core cutter testing facility would be admissible to contractor. 11. Contractor need to submit daily progress report with site photographs report to AMNS project team. 12. All manpower should be entered in work premise after necessary documentation followed by contractor as per AMNS rules, administration, and security department documentation, OHC fitness certificate documentation and safety induction training. 13. After receiving PO contractor should be ready to mobilize required Poclain, JCB, tractor, JCB braker, Dimond cut machine, dumper, vibro roller, dewatering pump, sub grade all approved materials, reinforcement, RMC, material test <(>&<)> all plant <(>&<)> machinery supply withing timeline schedule. 14. Safety officer to be assigned by vendor for these jobs. 15. Experience Site In charge, Civil Engineer, QC engineer, full time experience surveyor with total station and supervisor must be deployed at site during job work execution. 16. Work permit to be taken before starting work. Hard barricading while working at site and use safety precautions tape (night reflector tape) and use safety signage to prevent safety failures at site. Use cone or metal stand while work near to the roadside because heavy movement of trolleys, truck on roadside. Ensure proper hard barricading before starting any of the job activity on site with housekeeping otherwise penalties will be applicable. 17. Safety PPEs Helmet, Safety shoes, hand gloves, goggles, safety jackets <(>&<)> required for this job all PPEs are mandatory for work. 18. All work to be executed as per AMNS India quality and Safety norms. 19. Valid Govt. ID Proof is mandatory while entering the premises. 20. ESIC No. is mandatory for entering the premises. 21. All the workmen should be 18 Years and above. 22. Works shall be completed withing 4 months from the date of issuance of work. 23. Security Deposit shall be refunded t wo years from the date of actual completion of the work provided the final bill has been paid. During this period, the contractor shall carry out repair, replace and rectifications of defects (if any) of the job at his own cost, failing which it shall be carried out at risk <(>&<)> cost of the contractor and expenditure so incurred shall be recoverable from the contractor. After the completion of D.L.P. Period, contractor should obtained the certificate from the Engineer in charge regarding the completion of routine maintenance, only after that he is free from the liability. 24. LD will be applicable @ 5% per week delay to Max 10% on basic Purchase Order Value. 25. If the work is not performed well as per the scope explained will be penalized including termination of the contract. 26. Vendor should be visiting the plant <(>&<)> site location and understood all civil job as per working drawings before RFQ. Aware of the nature of work. 27. After completion of JOB proper handover with supporting all materials MTC, as built drawings, all warranty paper, etc. all in vendor scope. 28. Vendor is responsible to get all loyalty / statutory permission for transportation materials for borrow areas. 29. Local issue and any legalizing issue in Vendor scope. 30. Safety and security of the contractor’s all site materials <(>&<)> machinery in vendor scope. YOU SHALL SUBMIT FOLLOWING DOCUMENTS WITH BILLS IN PRESCRIBED FORMATS: - MEASUREMENT BOOK - (IF ANY -DULY CERTIFIED BY AM/NS <(>&<)> YOURSELF). GATE ENTRY (IF ANY). MATERIAL RECONCILIATION (IF ANY). BILLS CERTIFIED BY AM/NS OFFICER-IN-CHARGE. Bill Cycle: 30 Days with all required documents. Proforma Invoice shall be send first for certification of Bill of Quantities over an email. Once an email approval is received regarding the certification to be found ok, then only a Tax invoice/E invoicing Page 8 of 28 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( BHDGR) 43 K.M. Stone, Delhi-Rohtak Road,,Rohad, Tehsil Bahadurgarh, Dist Jhajjar,124501,Haryana,India GSTIN 06AAACE1741P1ZL PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000111752 Date 03.05.2024 Submission Date 10.05.2024 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 Ms. Keshar Sonal Contact Email KESHAR.SONAL@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 shall be raised. All civil items materials and their necessary external lab reports (NABL approved- Lab), MTC and quality checks on regular frequency should be conducted and get report approvals from AMNS authority is in contractor scope. No payment shall be made based on material delivery; all bills will only be processed of service work done. NOTE: ALL OTHER TERMS <(>&<)> CONDITIONS AS PER OUR GENERAL CONDITIONS FOR CONTRACT. KINDLY RETURN THE DUPLICATE COPY OF THIS ORDER DULY SIGNED BY YOU AS A TOKEN OF YOUR ACCEPTANCE. Vendor Authorized Sign <(>&<)> Stamp. VENDOR SCOPE: - CIVIL JOB OF AB <(>&<)> BC BAY EXTENSION CIVIL WORK AT BAHADURGRH SSC 1. All the Material <(>&<)> machine and tools for the above jobs will be in Vendors Scope. Construction <(>&<)> drinking water, HR <(>&<)> legal compliance in Vendor scope. AMNS shall provide a single point for electrical, and vendor shall take the supply from that point to workplace with all necessary safety arrangement in vendor scope. Power for area lighting and working light shall be arranges by the vendor scope. 2. All the tools and tackles for the above job will be vendors scope and it must be approved by AM/NS Safety In charge prior to work. 3. Provided dump site/yard maximize utilization with Necessary resources in the vendor scope. Proper leveling of the dump site to be done by vendor. 4. Cutting set <(>&<)> consumables required for rebar cutting <(>&<)> fixing will be in vendor scope. 5. Welding machines and consumables will be in vendor’s scope. 6. If ready mixed concrete to be brought from outside, RMC should be approved by Engineer. 7. Collection of material if any shall be uniform throughout the length of road. 8. Curing of Works must be maintained in accordance to the BOQ etc. 9. All earth inert and subgrade or subbase materials, all RCC work and their necessary external lab reports (NABL approved- Lab), MTC and quality checks on regular frequency should be conducted and get report approvals from AMNS authority is in contractor scope. No payment shall be made on the basis of material delivery, all bills will only be processed for service work done. 10. If the quality and strength as per acceptance criterion is not achieved, then the work will not be accepted, and payment of such substandard work will not be made to the contractor. No extra amount on account of providing core cutter testing facility would be admissible to contractor. 11. Contractor need to submit daily progress report with site photographs report to AMNS project team. 12. All manpower should be entered in work premise after necessary documentation followed by contractor as per AMNS rules, administration, and security department documentation, OHC fitness certificate Page 9 of 28 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( BHDGR) 43 K.M. Stone, Delhi-Rohtak Road,,Rohad, Tehsil Bahadurgarh, Dist Jhajjar,124501,Haryana,India GSTIN 06AAACE1741P1ZL PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000111752 Date 03.05.2024 Submission Date 10.05.2024 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 Ms. Keshar Sonal Contact Email KESHAR.SONAL@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 documentation and safety induction training. 13. After receiving PO contractor should be ready to mobilize required Poclain, JCB, tractor, JCB braker, Dimond cut machine, dumper, vibro roller, dewatering pump, sub grade all approved materials, reinforcement, RMC, material test <(>&<)> all plant <(>&<)> machinery supply withing timeline schedule. 14. Safety officer to be assigned by vendor for these jobs. 15. Experience Site In charge, Civil Engineer, QC engineer, full time experience surveyor with total station and supervisor must be deployed at site during job work execution. 16. Work permit to be taken before starting work. Hard barricading while working at site and use safety precautions tape (night reflector tape) and use safety signage to prevent safety failures at site. Use cone or metal stand while work near to the roadside because heavy movement of trolleys, truck on roadside. Ensure proper hard barricading before starting any of the job activity on site with housekeeping otherwise penalties will be applicable. 17. Safety PPEs Helmet, Safety shoes, hand gloves, goggles, safety jackets <(>&<)> required for this job all PPEs are mandatory for work. 18. All work to be executed as per AMNS India quality and Safety norms. 19. Valid Govt. ID Proof is mandatory while entering the premises. 20. ESIC No. is mandatory for entering the premises. 21. All the workmen should be 18 Years and above. 22. Works shall be completed withing 4 months from the date of issuance of work. 23. Security Deposit shall be refunded t wo years from the date of actual completion of the work provided the final bill has been paid. During this period, the contractor shall carry out repair, replace and rectifications of defects (if any) of the job at his own cost, failing which it shall be carried out at risk <(>&<)> cost of the contractor and expenditure so incurred shall be recoverable from the contractor. After the completion of D.L.P. Period, contractor should obtained the certificate from the Engineer in charge regarding the completion of routine maintenance, only after that he is free from the liability. 24. LD will be applicable @ 5% per week delay to Max 10% on basic Purchase Order Value. 25. If the work is not performed well as per the scope explained will be penalized including termination of the contract. 26. Vendor should be visiting the plant <(>&<)> site location and understood all civil job as per working drawings before RFQ. Aware of the nature of work. 27. After completion of JOB proper handover with supporting all materials MTC, as built drawings, all warranty paper, etc. all in vendor scope. 28. Vendor is responsible to get all loyalty / statutory permission for transportation materials for borrow areas. 29. Local issue and any legalizing issue in Vendor scope. 30. Safety and security of the contractor’s all site materials <(>&<)> machinery in vendor scope. YOU SHALL SUBMIT FOLLOWING DOCUMENTS WITH BILLS IN PRESCRIBED FORMATS: - MEASUREMENT BOOK - (IF ANY -DULY CERTIFIED BY AM/NS <(>&<)> YOURSELF). GATE ENTRY (IF ANY). MATERIAL RECONCILIATION (IF ANY). BILLS CERTIFIED BY AM/NS OFFICER-IN-CHARGE. Bill Cycle: 30 Days with all required documents. Proforma Invoice shall be send first for certification of Bill of Quantities over an email. Once an email approval is received regarding the certification to be found ok, then only a Tax invoice/E invoicing shall be raised. All civil items materials and their necessary external lab reports (NABL approved- Lab), MTC and quality checks on regular frequency should be conducted and get report approvals from AMNS authority is in contractor scope. No payment shall be made based on material delivery; all bills will only be processed of service work done. Page 10 of 28 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( BHDGR) 43 K.M. Stone, Delhi-Rohtak Road,,Rohad, Tehsil Bahadurgarh, Dist Jhajjar,124501,Haryana,India GSTIN 06AAACE1741P1ZL PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000111752 Date 03.05.2024 Submission Date 10.05.2024 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 Ms. Keshar Sonal Contact Email KESHAR.SONAL@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 NOTE: ALL OTHER TERMS <(>&<)> CONDITIONS AS PER OUR GENERAL CONDITIONS FOR CONTRACT. Item Note : Bahadurgarh Steel Service Center (SSC) ANNEXURE-1 BILL OF PILING WORKS QUANTITIES FOR EXPANSION OF EXISTING SERVICE CENTRE AT BAHADURGARH, HARYANA Notes: 1. All Quantities are probable. Actual payment will be done based on quantity of engineering drawings. Rate <(>&<)> Amount shall be filled by the Tenderer. Sr. No. Service Code DESCRIPTION UNIT RATE QTY AMOUNT 1 Bored Cast-in-situ pile 3003924 Mobilisation <(>&<)> Driving, providing and installing Bored cast-in-situ reinforced concrete pile of specified diameter and length below the pile cap M30 in cement concrete, to carry a safe working load not less than specified and as mentioned in the construction drawing. a) Excavation in slag or Hard soil <(>&<)> shifting debris including all lifts, in both wet and dry conditions, dewatering of surface and subsurface water, shoring, planking and strutting (if required), Stacking of usable back fill material, disposal/stacking of surplus/ shifting of no usable excavated soil etc. within a lead plant premises and as per specifications <(>&<)> direction of the Engineer-in-charge. (The measurement for payment shall be for the theoretical excavation volume only as per drawing i.e. for the volume of the block of the excavation having the depth and maximum bottom dimensions of the foundation/structures as per drawing (Base Area of Foundation only). The contractor shall take into account in his rate the provision for any excess excavation for necessary working space, steps, sloping etc. required for excavation safety and other allied works and refilling the side slopes/working space etc.). Level of excavation will considered average level after stripping of vegitation removal/ stripping or Fixed by engineer-in Charge M3 240 - 3005416 b) Filling with Good quality of excavated available soil around foundations, substructures etc. at all depth with stacked soil near construction boundary including placing, spreading, watering, hammering and even compaction by plate compactor/12 MT vibro roller or any other mean instructed by Engineer-in-charge to achieve CBR Value 4 (compaction should be at least 95% of standard proctor density), thickness of backfilled layers should not exceeding 250 mm in depth, complete bye works as per specification or instruction by Engineer-in-charge. (The measurement for payment shall be for the theoretical net volume only as per drawing i.e. for the volume of the block of the Backfilling having the depth and maximum bottom dimensions of the foundation/structures as per drawing. ) M3 150 - 3012094 c) Providing, supply, pouring and compacting concrete M30 grade all including materials, tools, machinery, labour,dewatering of surface and subsurface water, area hard barrication and with safety complete. Fill pour card before start concreting and submit MTC and test reports on the basis of test conduct on site only approved NABL lab certified MTC is acceptable . all these test conduct in presence of site - incharge . (The measurement for payment shall be for theoretical concrete volume only as per drawing i.e.) Cement :- Ultratech , JK cement , Shree cement , ACC , Ambuja. M3 230 - 3015471 d) Providing, Shifting, cutting, bending, binding <(>&<)> placing Reinforcement CRS/Fe550D grade conforming to IS: 1786. (Make - TISCO, SAIL, VIZAC, ET, JSW, TATA, ). MT 32 - 3010440 f) Pile bore cast in situ - 500mm dia, 70T Capacity by hydraulic rig with bentonite solution and temporary casing to be pro vided as required depth. all including materials, tools, machinery, labour,dewatering of surface and subsurface water, area hard barrication and with safety complete. Rmt 1120 - 3008803 g) Breaking of RCC (if require only) incl. cutting of reinforcement <(>&<)> shifting debris within a lead plant premises in Page 11 of 28 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( BHDGR) 43 K.M. Stone, Delhi-Rohtak Road,,Rohad, Tehsil Bahadurgarh, Dist Jhajjar,124501,Haryana,India GSTIN 06AAACE1741P1ZL PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000111752 Date 03.05.2024 Submission Date 10.05.2024 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 Ms. Keshar Sonal Contact Email KESHAR.SONAL@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 cluding stacking of serviceable material separation of reinforcement from concrete as per direction of Engineer-in-charge. cum 30 - 3012669 h) Breaking and chipping of pile heads Breaking and chipping the top concrete in the pile heads to the correct level including cutting, cleaning the reinforcement and bending into the pile cap to the shape all as per drawings,specifications, shifting debris within a lead plant premises and directions of the Engineer, all materials, tools, plant and labour complete ( Length from GL to pile cut-off lvl. as per drawing). (a) 500mm Dia pile Nos. 50 - 2 3012351 Conducting routine static compressive load test on working piles as per IS:2911 (Part-4) – in conjunction with the specification. Test including area preparation, all accessories, equipments,area hard barrication and with safety complete. Test as per standard by approverd NABL lab. a) 500mm Dia Pile Nos. 2 - 3 3012350 Conducting Low strain non-destructive integrity tests on pile as per IS:14893-2001. Test including area preparation, all accessories, equipments,area hard barrication and with safety complete.. Test as per standard by approverd NABL lab. a) 500mm Dia Pile Nos. 50 - Annexure-2 Bahadurgarh Steel Service Center (SSC) ANNEXURE-2 BILL OF CIVIL WORKS QUANTITIES FOR EXPANSION OF EXISTING SERVICE CENTRE AT BAHADURGARH, HARYANA Notes: 1. All Quantities are probable. Actual payment will be done based on quantity of engineering drawings. Rate <(>&<)> Amount shall be filed by the Tenderer. Sr. No. Service Code DESCRIPTION UNIT RATE QTY AMOUNT 1 Earth Works 1.1 3003928 Excavation upto 700mm depth Area Grading for Flooring Cum 2680 - Area grading /excavation for grade level flooring, pavement area, etc. in all kinds of soil (excluding hard rock requiring chiselling or blasting) and including all lifts, in both wet and dry conditions, dewatering of surface and subsurface water, shoring, planking and strutting (if required), Stacking of usable back fill material, disposal/stacking of surplus/ shifting of no usable excavated soil etc. within a lead of 2 KM and as per specifications <(>&<)> direction of the Engineer-in-charge. (The measurement for payment shall be for the theoretical excavation volume only as per drawing i.e. for the volume of the block of the excavation having the depth and maximum bottom dimensions of the foundation/structures as per drawing ( Base Area of Floor only). The contractor shall take into account in his rate the provision for any excess excavation for necessary working space, steps, sloping etc. required for excavation safety and other allied works and refilling the side slopes/working space etc.).Level of excavation will considered average level after stripping of vegitation removal/ stripping or Fixed by engineer-in Charge . 1.2 3003928 Excavation for foundations up to 3.0 m depth or part thereof in ALL KIND OF SOIL Cum 175 - Earthwork in excavation of foundations for buildings <(>&<)> machine fdn, equipments, structures, channels, tunnels, trenches, drains, pits, wells, manholes, chambers, pavements, basements, tanks, culverts etc. in all kinds of soil (excluding hard rock requiring chiselling or blasting) and including all lifts, in both wet and dry conditions, dewatering of surface and subsurface water, shoring, planking and strutting (if required), Stacking of usable back fill material, disposal/stacking of surplus/ shifting of no usable excavated soil etc. within a lead of 2 KM and as per specifications <(>&<)> direction of the Engineer-in-charge. (The measurement for payment shall be for the theoretical excavation volume only as per drawing i.e. for the volume of the block of the excavation having the depth and maximum bottom dimensions of the foundation/structures as per drawing ( Base Area of Foundation only). The contractor shall take into account in his rate the provision for Page 12 of 28 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( BHDGR) 43 K.M. Stone, Delhi-Rohtak Road,,Rohad, Tehsil Bahadurgarh, Dist Jhajjar,124501,Haryana,India GSTIN 06AAACE1741P1ZL PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000111752 Date 03.05.2024 Submission Date 10.05.2024 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 Ms. Keshar Sonal Contact Email KESHAR.SONAL@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 any excess excavation for necessary working space, steps, sloping, area hard barrication etc. required for excavation safety, hard barrication and other allied works and refilling the side slopes/working space etc.). Level of excavation will considered average level after stripping of vegitation removal/ stripping or Fixed by engineer-in Charge . 1.3 3005416 Backfilling With selected excavated earth Cum 200 - With selected excavated earth-Backfilling around foundations, trenches, sumps, pits, substructures, plinth area, walls etc. at all depth with stacked soil near construction boundary <(>&<)> lead of within plant premises including placing, spreading, watering, hammering and even compaction by plate compactor, plinth area compaction by use vibro of 10 Ton / 12 Ton roller compaction or any other mean instructed by Engineer-in-charge to achieve CBR Value 4 (compaction should be at least 95% of standard proctor density), thickness of backfilled layers should not exceeding 250 mm in depth, complete bye works as per specification or instruction by Engineer-in-charge. (The measurement for payment shall be for the theoretical net volume only as per drawing i.e. for the volume of the block of the Backfilling having the depth and maximum bottom dimensions of the foundation/structures as per drawing. ) 1.4 3016858 Filling in plinth with GSB Cum 1380 - Filling with GSB from outside the Owners premises including its supply and transport considered in contractors scope of work. JCB <(>&<)> Dumper for shifting of GSB is in contractors scope. Filling in plinth or where directed including compaction by plate compactor to achieve CBR Value 4 (95% Standard Proctor Density)<(>&<)> in layers not exceeding 250mm in depth complete. Cost should include all the expenditure for material, permits, excavation, loading, unloading, transportation, placing, NABL approved Lab tests, compaction with 12 MT vibratory roller to achieve the desired density etc. complete bye works as per instruction of Engineer-in-charge. 1.5 3016858 Dry stone rubble soling Cum 485 - Dry stone rubble soling 200 mm thick Compacted thickness with maximum 150 mm size hard stones set in regular lines, hand packed and interstices thoroughly filled with query dust or small stone chips including compaction by 12 MT vibratory roller and filling in with good quality murum/stone dust brought from outside and compacted as directed and spreading 12 mm compacted layer of murum/stone dust on top. (Net Bottom Area of Foundation/floor as per drawing will Be Paid). The surface shall be cleared of all loose materilas, levels, water <(>&<)> compacted before laying rubble soling. 2 Concrete Works 2.1 3012929 Plain Cement Concrete M10 Grade Cum 250 - Providing and laying plain cement concrete with 40 mm down graded coarse aggregates in blinding layer/fill under R.C.C. <(>&<)> masonry foundations, bottom of pits, sumps, channels, tie beams, grade slabs ,floorings,footings, tanks, storm water drain, pipe encasing including ramming , levelling, curing, mix design etc. complete. Cost of required form work is a part of this item (Mode of measurement shall be as per IS code) Concrete mix design approved by Engineer-in-charge. Cement :- Ultratech , JK cement , Shree cement , ACC , Ambuja . OPC 53 Grade 2.2 3011816 PROVIDING <(>&<)> LAYING RCC M30 Cum 170 - Reinforced Cement Concrete M30 Grade for Sub-structure <(>&<)> up to 5m height above FFL Supplying, Providing and placing of Batching Plant Mixed Concrete for following items including compacting with mechanical vibrators, curing etc. <(>&<)> excluding reinforcement <(>&<)> formwork (concrete for liquid retaining structures and others as called for shall be water tight) complete bye work including cost of plasticizer,waterproofing compound or any other admixture, mix design, all NABL lab tests as per instruction of Engineer-in-charge. a) Footings,raft,grade slab, pedestals, columns, grade beams, walls, staircase waist slab and steps, lintels with M30 grade concrete having 20 mm down graded coarse aggregate (Mode of measurement shall be as per IS code). If quality issue are found after concreting, vendor shall be attend all tests <(>&<)> rectify free of cost. Page 13 of 28 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( BHDGR) 43 K.M. Stone, Delhi-Rohtak Road,,Rohad, Tehsil Bahadurgarh, Dist Jhajjar,124501,Haryana,India GSTIN 06AAACE1741P1ZL PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000111752 Date 03.05.2024 Submission Date 10.05.2024 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 Ms. Keshar Sonal Contact Email KESHAR.SONAL@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 Concrete mix design approved by Engineer-in-charge. Cement :- Ultratech , JK cement , Shree cement , ACC , Ambuja . OPC 53 Grade 2.3 3016078 Vacuum dewatered TREMIX Flooring RCC work Cum 800 - Supplying <(>&<)> providing vacuum dewatered flooring by TREMIX or approved equivalent system with reinforced cement concrete of grade M30 as defined by IS:456 with 20 mm down graded stone aggregates in panels of approved sizes including providing side-shuttering for panels with M.S. channels, vibrating the concrete with immersion and surface vibrators and dewatering by filter mat and suction pump of approved make, finishing the top surface by floating and trowelling to required level and grade using skim floater fitted with a floating disc and/or trowelling blades of approved make, covering the finished concrete surface with approved polythene sheets, groove cutting, approved Polysulphide sealant filling, including non-metallic surface floor hardener FOSROC/BASF make of approved colour floor hardner 5kg/sqm, including curing ponding, Separation Membrane of impermeable plastic sheeting thick as per drawings specification, mix design,all as per drawings, manufacturers specifications and directions of the Engineer, all materials, tools, plant and labour complete. If quality issue are found after concreting, vendor shall be attend all tests <(>&<)> rectify free of cost. The surface tolerance shall not exceed 3mm in 3m length measured by straight edge in any direction. 2.4 3009006 Providing <(>&<)> Laying Grouting Cum 5 - Providing <(>&<)> Laying non-shrink free flow Cementious Grout - 25 Kg bag - (FAIRMATE / SIKA / FOSROC/CICO/BASF), under baseplates, pockets, (Note:-Work shall be done as per manufacturers products instruction sheet. The grout shall be done by pressure grouting to provide uniform support under the base plate. 2.5 3013979 P/E formwork below plinth 3.00mtr <(>&<)> Sub-structure <(>&<)> up to 5m height above FFL Sqm 427 - Providing, erecting and removing formwork for concrete items including forming chamfers, drip moulds, pockets etc. and including scaffolding, centring, finishing concrete surface after striking the formwork, cover ,sealing joints with heavy duty brawn self adhesive tape, aligning to line <(>&<)> levels, smooth surface finishing (Net area of concrete formed shall be measured): For non-exposed surfaces for all depths up to below plinth level for sub structures. 2.6 3015471 P/B Reinf bars HYSD Grade CRS / Fe550D conforming to IS:1786. MT 70 - Providing, cleaning, cutting, bending, supporting, placing, binding with 16 SWG soft annealed wire and placing in position steel r einforcement on/at all levels and locations as per drawings, including handling and transport inside plot premises complete for all R.C.C. Works including supplying <(>&<)> placing concrete cover block etc. complete. Weight of chairs , spacers and required supports are not payble. Reinforcement steel shall be CRS/Fe550D grade for all substructures. (Make - TISCO, SAIL, VIZAC, ET, JSW, TATA). 2.7 3013975 Supplying, erecting <(>&<)> fixing Foundation anchor bolts MT 2.50 - Proving <(>&<)> fixing H.D. Foundation anchor bolts with anchor plates <(>&<)> require nut, locknut <(>&<)> washer with supports /templates as per detail provided including fixing at position in the foundation and shall conform to Grade E250, Quality A upto 20 mm thick and Quality B above 20 mm thick as per IS:2062-2006. All bolts shall be of property class 4.6. (For fixing arrangement structure like reinforcement, templat plates, angle, channels are not payble). Cost should include all the expenditure for material, permits, loading, unloading, transportation, placing, Approved Lab tests sampling chemical <(>&<)> mechanical properties and test methods as per IS 1367. etc. complete by works as per specification <(>&<)> instruction of Engineer-in-charge. 3 Architectural Works 3.1 3013936 P/L BM superstructure above Plinth up to 5m 230mm thk. (1:4) Cum 90 - Providing brickwork in cement mortar of following proportions in Page 14 of 28 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( BHDGR) 43 K.M. Stone, Delhi-Rohtak Road,,Rohad, Tehsil Bahadurgarh, Dist Jhajjar,124501,Haryana,India GSTIN 06AAACE1741P1ZL PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000111752 Date 03.05.2024 Submission Date 10.05.2024 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 Ms. Keshar Sonal Contact Email KESHAR.SONAL@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 superstructure in all types of facing, including concrete coping, bands, projections, parapets, ornamental cor-nices, string course and reinforced brickwork (Concrete band shall be provided at every 1m height. Two numbers of 8 mm diameter reinforcement bars shall be provided in each concrete band. Reinforcement shall be paid separately under respective item)and at any other location, of circular, curved or any shape including mould-ing and cutwork at all lead and heights, curing, scaf-folding including Providing <(>&<)> Fixing chicken wire mesh (of best quality Galvanized or as specified in drawings or instructed by Engineer In charge) in strips of 200 mm widths over junctions between concrete <(>&<)> masonry including srew,nails and washers prior to plastering, including curing, raking of joints etc. complete with all bye works as per drawing, specification and instruc-tions of the Engineer In charge, with bricks of approved quality. a) 230 mm thick (in cement mortar 1:4). No saperate payment will be made for form work, scaffolding or other related works. Cement :- Ultratech , JK cement , Shree cement , ACC , Ambuja . 3.2 3009646 P/A internal plaster 12mm thk with CM (1:4 ) up to 5.0m height Sqm 400 - Providing internal plaster 12 mm thick float finish in cement mortar 1:4 at all joints of RCC Beams, Columns with Masonary at all heights <(>&<)> locations for walls, columns, beams etc. including . including chipping ,hacking, concrete surface, coat of adhesive for bonding if required, finishing with desired finish, scaffolding, providing grooves, bands, carvings, mouldings, curing etc. complete all bye work. 3.3 3016859 P/A 20mm thk exterior plaster with CM (1:3) in Two layers up to 5m height Sqm 370 - Providing 20 mm thick exterior sand faced cement plaster in two layers (First layer of 12mm thick and second layer of 8mm ) including fixing chicken mesh at joints of RCC Beams, Columns with Masonary at all heights <(>&<)> locations for cement mortar 1:3 for external surfaces including chipping concrete surface, providing, bands, drip moulds, grooves etc. finishing, curing, scaffolding etc. complete all bye work, including integral Waterproofing compound Emperor or approved equivalent @1kg/cement bag and a coat of adhesive complete all work. 3.4 3003502 Distemper to internal surface of walls Sqm 400 - Finishing walls at all heights with Two or more coats of Oil bond /synthetic distemper of approved shade, brand and quality on plaster work, over and including Primer coat to give an even shade as per specification or instruction of Engineer In charge. (Make- ICI Paints ,Berger, Asian, Shalimar, Nerola) 3.5 3013930 Weather Proof Painting to external surface of walls Sqm 370 - Finishing walls at all heights with two or more coats to get even shade or surface of Acrylic Smooth exterior paint or equivalent of required shade, brand (manufacture) and quality on plaster work, over and including primer coat to give an even shade. (Make- ICI Paints ,Berger, Asian, Shalimar, Nerola) 4 Other Necessary works 4.1 3002655 Existing Structure shed with roof sheeting (Width-20m <(>&<)> Length- 50m) (unit : TO = LS = 1) Dsimantling <(>&<)> removing Existing Structure manually/by mechanical means Including All modification as per working/IFC drawings. including stacking of serviceable material <(>&<)> Carting it out of the Site of Works to a safe location prescribed by AMNS with a any lead or within plant premises including placing, spreading, levelling, etc. complete. Includes removing of Specified RCC Works, Brick-works, Existing Roof Struture, inclusive of Steel Trusses, Roofing Sheets, any other Structural Members, existing Brick Walls, Windows, Doors, Flooring, MS Fencing Works, Barbed wires, etc. complete bye works as per specification or instruction by Engineer-in-charge. ***Vendor to verify the existing structure at actuals wrt the proposed building drawings to acquire information on the works to be removed. LS 1.00 - 4.2 3008803 PCC/RCC Dismantling Incl. All Dismantling of PCC/RCC manually/by mechanical means including stacking of serviceable material <(>&<)> disposal of unserviceable material Page 15 of 28 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( BHDGR) 43 K.M. Stone, Delhi-Rohtak Road,,Rohad, Tehsil Bahadurgarh, Dist Jhajjar,124501,Haryana,India GSTIN 06AAACE1741P1ZL PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000111752 Date 03.05.2024 Submission Date 10.05.2024 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 Ms. Keshar Sonal Contact Email KESHAR.SONAL@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 outside site at unobjectionable place (within plant premises), separation of reinforcement from concrete . Dismantling work If rquired as per site condition <(>&<)> as per direction of Engineer-in-charge. cum 210.00 - 4.3 3008804 Breaking of Brick / Block Masonry Dismantling of Brick masonry manually/by mechanical means including stacking of serviceable material <(>&<)> disposal of unserviceable material outside site at unobjectionable place (within plant premises), separation of reinforcement from wall . Dismantling work If rquired as per site condition <(>&<)> as per direction of Engineer-in-charge. cum 55.00 - 4.4 3016867 Expansion joints in Concrete with Polymer Board, sealant and G.I. Sheet Covering Providing <(>&<)> fixings, accessories, joints, losses and overlaps, supports, excavation , Backfilling ,bed concrete or concrete specified in drawing or as per OWENER’S instructions also including supply of equipment, tools, labour and charges; levelling, alignment and plumb; the supply of templates for fixing, installation, preparation, protection of the exposed parts; topographic and technological controls and everything else necessary for the complete execution of the services not stated here.including filling and sealing with polymer filler board ,sealant and covering it with metallic sheet with slots , non corrosive screws ,washers complete as per IFC drawings. No extra payment will be made for scaffolding, tools, material, or any related services .the joint should be made waterproof and the written guaranty should be noted along with the waterproofing item. Note : Providing and laying with a 10 years guarantee of material <(>&<)> applicator on stamp paper to keep the area water proofed. (unit : Nos = Rmt = 1) Rmt 104.00 - - - ANNEXURE-1 BILL OF PILING WORKS QUANTITIES FOR EXPANSION OF EXISTING SERVICE CENTRE AT BAHADURGARH, HARYANA Notes: 1. All Quantities are probable. Actual payment will be done based on quantity of engineering drawings. Rate <(>&<)> Amount shall be filled by the Tenderer. Sr. No. Service Code DESCRIPTION UNIT RATE QTY AMOUNT 1 Bored Cast-in-situ pile 3003924 Mobilisation <(>&<)> Driving, providing and installing Bored cast-in-situ reinforced concrete pile of specified diameter and length below the pile cap M30 in cement concrete, to carry a safe working load not less than specified and as mentioned in the construction drawing. a) Excavation in slag or Hard soil <(>&<)> shifting debris including all lifts, in both wet and dry conditions, dewatering of surface and subsurface water, shoring, planking and strutting (if required), Stacking of usable back fill material, disposal/stacking of surplus/ shifting of no usable excavated soil etc. within a lead plant premises and as per specifications <(>&<)> direction of the Engineer-in-charge. (The measurement for payment shall be for the theoretical excavation volume only as per drawing i.e. for the volume of the block of the excavation having the depth and maximum bottom dimensions of the foundation/structures as per drawing (Base Area of Foundation only). The contractor shall take into account in his rate the provision for any excess excavation for necessary working space, steps, sloping etc. required for excavation safety and other allied works and refilling the side slopes/working space etc.). Level of excavation will considered average level after stripping of vegitation removal/ stripping or Fixed by engineer-in Charge M3 240 - 3005416 b) Filling with Good quality of excavated available soil around foundations, substructures etc. at all depth with stacked soil near construction boundary including placing, spreading, watering, hammering and even compaction by plate compactor/12 MT vibro roller or any other mean instructed by Engineer-in-charge to achieve CBR Value 4 Page 16 of 28 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( BHDGR) 43 K.M. Stone, Delhi-Rohtak Road,,Rohad, Tehsil Bahadurgarh, Dist Jhajjar,124501,Haryana,India GSTIN 06AAACE1741P1ZL PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000111752 Date 03.05.2024 Submission Date 10.05.2024 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 Ms. Keshar Sonal Contact Email KESHAR.SONAL@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 (compaction should be at least 95% of standard proctor density), thickness of backfilled layers should not exceeding 250 mm in depth, complete bye works as per specification or instruction by Engineer-in-charge. (The measurement for payment shall be for the theoretical net volume only as per drawing i.e. for the volume of the block of the Backfilling having the depth and maximum bottom dimensions of the foundation/structures as per drawing. ) M3 150 - 3012094 c) Providing, supply, pouring and compacting concrete M30 grade all including materials, tools, machinery, labour,dewatering of surface and subsurface water, area hard barrication and with safety complete. Fill pour card before start concreting and submit MTC and test reports on the basis of test conduct on site only approved NABL lab certified MTC is acceptable . all these test conduct in presence of site - incharge . (The measurement for payment shall be for theoretical concrete volume only as per drawing i.e.) Cement :- Ultratech , JK cement , Shree cement , ACC , Ambuja. M3 230 - 3015471 d) Providing, Shifting, cutting, bending, binding <(>&<)> placing Reinforcement CRS/Fe550D grade conforming to IS: 1786. (Make - TISCO, SAIL, VIZAC, ET, JSW, TATA, ). MT 32 - 3010440 f) Pile bore cast in situ - 500mm dia, 70T Capacity by hydraulic rig with bentonite solution and temporary casing to be pro vided as required depth. all including materials, tools, machinery, labour,dewatering of surface and subsurface water, area hard barrication and with safety complete. Rmt 1120 - 3008803 g) Breaking of RCC (if require only) incl. cutting of reinforcement <(>&<)> shifting debris within a lead plant premises in cluding stacking of serviceable material separation of reinforcement from concrete as per direction of Engineer-in-charge. cum 30 - 3012669 h) Breaking and chipping of pile heads Breaking and chipping the top concrete in the pile heads to the correct level including cutting, cleaning the reinforcement and bending into the pile cap to the shape all as per drawings,specifications, shifting debris within a lead plant premises and directions of the Engineer, all materials, tools, plant and labour complete ( Length from GL to pile cut-off lvl. as per drawing). (a) 500mm Dia pile Nos. 50 - 2 3012351 Conducting routine static compressive load test on working piles as per IS:2911 (Part-4) – in conjunction with the specification. Test including area preparation, all accessories, equipments,area hard barrication and with safety complete. Test as per standard by approverd NABL lab. a) 500mm Dia Pile Nos. 2 - 3 3012350 Conducting Low strain non-destructive integrity tests on pile as per IS:14893-2001. Test including area preparation, all accessories, equipments,area hard barrication and with safety complete.. Test as per standard by approverd NABL lab. a) 500mm Dia Pile Nos. 50 - Total Amount - - VENDOR SCOPE: - CIVIL JOB OF AB <(>&<)> BC BAY EXTENSION CIVIL WORK AT BAHADURGRH SSC 1. All the Material <(>&<)> machine and tools for the above jobs will be in Vendors Scope. Construction <(>&<)> drinking water, HR <(>&<)> legal compliance in Vendor scope. AMNS shall provide a single point for electrical, and vendor shall take the supply from that point to workplace with all necessary safety arrangement in vendor scope. Power for area lighting and working light shall be arranges by the vendor scope. 2. All the tools and tackles for the above job will be vendors scope and it must be approved by AM/NS Safety In charge prior to work. 3. Provided dump site/yard maximize utilization with Necessary resources in the vendor scope. Proper leveling of the dump site to be done by vendor. 4. Cutting set <(>&<)> consumables required for rebar cutting <(>&<)> fixing will be in vendor scope. 5. Welding machines and consumables will be in vendor’s scope. Page 17 of 28 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( BHDGR) 43 K.M. Stone, Delhi-Rohtak Road,,Rohad, Tehsil Bahadurgarh, Dist Jhajjar,124501,Haryana,India GSTIN 06AAACE1741P1ZL PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000111752 Date 03.05.2024 Submission Date 10.05.2024 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 Ms. Keshar Sonal Contact Email KESHAR.SONAL@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 6. If ready mixed concrete to be brought from outside, RMC should be approved by Engineer. 7. Collection of material if any shall be uniform throughout the length of road. 8. Curing of Works must be maintained in accordance to the BOQ etc. 9. All earth inert and subgrade or subbase materials, all RCC work and their necessary external lab reports (NABL approved- Lab), MTC and quality checks on regular frequency should be conducted and get report approvals from AMNS authority is in contractor scope. No payment shall be made on the basis of material delivery, all bills will only be processed for service work done. 10. If the quality and strength as per acceptance criterion is not achieved, then the work will not be accepted, and payment of such substandard work will not be made to the contractor. No extra amount on account of providing core cutter testing facility would be admissible to contractor. 11. Contractor need to submit daily progress report with site photographs report to AMNS project team. 12. All manpower should be entered in work premise after necessary documentation followed by contractor as per AMNS rules, administration, and security department documentation, OHC fitness certificate documentation and safety induction training. 13. After receiving PO contractor should be ready to mobilize required Poclain, JCB, tractor, JCB braker, Dimond cut machine, dumper, vibro roller, dewatering pump, sub grade all approved materials, reinforcement, RMC, material test <(>&<)> all plant <(>&<)> machinery supply withing timeline schedule. 14. Safety officer to be assigned by vendor for these jobs. 15. Experience Site In charge, Civil Engineer, QC engineer, full time experience surveyor with total station and supervisor must be deployed at site during job work execution. 16. Work permit to be taken before starting work. Hard barricading while working at site and use safety precautions tape (night reflector tape) and use safety signage to prevent safety failures at site. Use cone or metal stand while work near to the roadside because heavy movement of trolleys, truck on roadside. Ensure proper hard barricading before starting any of the job activity on site with housekeeping otherwise penalties will be applicable. 17. Safety PPEs Helmet, Safety shoes, hand gloves, goggles, safety jackets <(>&<)> required for this job all PPEs are mandatory for work. 18. All work to be executed as per AMNS India quality and Safety norms. 19. Valid Govt. ID Proof is mandatory while entering the premises. 20. ESIC No. is mandatory for entering the premises. 21. All the workmen should be 18 Years and above. 22. Works shall be completed withing 4 months from the date of issuance of work. 23. Security Deposit shall be refunded t wo years from the date of actual completion of the work provided the final bill has been paid. During this period, the contractor shall carry out repair, replace and rectifications of defects (if any) of the job at his own cost, failing which it shall be carried out at risk <(>&<)> cost of the contractor and expenditure so incurred shall be recoverable from the contractor. After the completion of D.L.P. Period, contractor should obtained the certificate from the Engineer in charge regarding the completion of routine maintenance, only after that he is free from the liability. 24. LD will be applicable @ 5% per week delay to Max 10% on basic Purchase Order Value. 25. If the work is not performed well as per the scope explained will be penalized including termination of the contract. 26. Vendor should be visiting the plant <(>&<)> site location and understood all civil job as per working drawings before RFQ. Aware of the nature of work. 27. After completion of JOB proper handover with supporting all materials MTC, as built drawings, all warranty paper, etc. all in vendor scope. 28. Vendor is responsible to get all loyalty / statutory permission for transportation materials for borrow areas. Page 18 of 28 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( BHDGR) 43 K.M. Stone, Delhi-Rohtak Road,,Rohad, Tehsil Bahadurgarh, Dist Jhajjar,124501,Haryana,India GSTIN 06AAACE1741P1ZL PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000111752 Date 03.05.2024 Submission Date 10.05.2024 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 Ms. Keshar Sonal Contact Email KESHAR.SONAL@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 29. Local issue and any legalizing issue in Vendor scope. 30. Safety and security of the contractor’s all site materials <(>&<)> machinery in vendor scope. YOU SHALL SUBMIT FOLLOWING DOCUMENTS WITH BILLS IN PRESCRIBED FORMATS: - MEASUREMENT BOOK - (IF ANY -DULY CERTIFIED BY AM/NS <(>&<)> YOURSELF). GATE ENTRY (IF ANY). MATERIAL RECONCILIATION (IF ANY). BILLS CERTIFIED BY AM/NS OFFICER-IN-CHARGE. Bill Cycle: 30 Days with all required documents. Proforma Invoice shall be send first for certification of Bill of Quantities over an email. Once an email approval is received regarding the certification to be found ok, then only a Tax invoice/E invoicing shall be raised. All civil items materials and their necessary external lab reports (NABL approved- Lab), MTC and quality checks on regular frequency should be conducted and get report approvals from AMNS authority is in contractor scope. No payment shall be made based on material delivery; all bills will only be processed of service work done. NOTE: ALL OTHER TERMS <(>&<)> CONDITIONS AS PER OUR GENERAL CONDITIONS FOR CONTRACT. KINDLY RETURN THE DUPLICATE COPY OF THIS ORDER DULY SIGNED BY YOU AS A TOKEN OF YOUR ACCEPTANCE. Vendor Authorized Sign <(>&<)> Stamp. 2 27020253 20 20 170 WEATHER PROOF PAINTING TO EXTERNAL SURFA 370 M2 40 FILLING IN PLINTH WITH GSB 1,380 M3 210 DISMANTLING OF OLD STRUCTURE & SILENCER 1 NO 20 Earth Work Excavation 175 M3 100 S&F:STRAIGHT SHUTTERING AT & ALL DEPTHS 427 M2 60 PROVIDING & LAYING PCC M10 250 M3 110 PROVIDING & FIXING OF REINFORCEMENT 70 TO 120 S&F M.S. PLATES FOR ANCHOR BOX,BOLT FIX 2.5 TO 200 Breaking of Brick / Block Masonry & 55 M3 90 PROVIDING & LAYING GROUTING 5 M3 70 PROVIDING & LAYING RCC M30 170 M3 10 Earth Work Excavation 2,680 M3 130 PROVIDING & LAYING BLOCK MASONRY 90 M3 140 Plastering - Internal 12mm 400 M2 150 P/A 20MM THK EXTERIOR PLASTER WITH CM 370 M2 180 Breaking of RCC & shifting of debris 210 M3 30 Back filling with excavat erath material 200 M3 50 PROVIDING & LAYING OF RUBBER SOILING 485 M3 80 RCC-M30 -FLOORING INCLUDING SHUTTERING 800 M3 160 P & A TWO COATS OF OIL BOUND DISTEMPER 400 M2 190 EXPANSION JOINTS IN CONCRETE WITH POLYME 104 NO Email : CHITRASEN.PRADHAN@AMNS.IN Contact : Name : Chitrasen Pradhan Item Details : Bahadurgarh Steel Service Center (SSC) ANNEXURE-2 BILL OF CIVIL WORKS QUANTITIES FOR EXPANSION OF EXISTING SERVICE CENTRE AT BAHADURGARH, HARYANA Notes: 1. All Quantities are probable. Actual payment will be done based on quantity of engineering drawings. Rate <(>&<)> Amount shall be filed by the Tenderer. Sr. No. Service Code DESCRIPTION UNIT RATE QTY AMOUNT 1 Earth Works 1.1 3003928 Excavation upto 700mm depth Area Grading for Flooring Cum 2680 - Area grading /excavation for grade level flooring, pavement area, etc. in all kinds of soil (excluding hard rock requiring chiselling or blasting) and including all lifts, in both wet and dry conditions, dewatering of surface and subsurface water, shoring, planking and strutting (if required), Stacking of usable back fill material, disposal/stacking of surplus/ shifting of no usable excavated soil etc. within a lead of 2 KM and as per specifications <(>&<)> direction of the Engineer-in-charge. (The measurement for payment shall be for the theoretical excavation volume only as per drawing i.e. for the volume of the block of the excavation having the depth and maximum bottom dimensions of the foundation/structures as per drawing ( Base Area of Floor only). The contractor shall take into account in his rate the provision for any excess excavation for necessary working space, steps, sloping etc. required for excavation safety and other allied works and refilling the side slopes/working space etc.).Level of excavation will considered average level after stripping of vegitation removal/ stripping or Fixed by engineer-in Charge . 1.2 3003928 Excavation for foundations up to 3.0 m depth or part thereof in ALL KIND OF SOIL Cum 175 - Earthwork in excavation of foundations for buildings <(>&<)> machine fdn, equipments, structures, channels, tunnels, trenches, drains, pits, wells, manholes, chambers, pavements, basements, tanks, culverts etc. in all kinds of soil (excluding hard rock requiring chiselling or blasting) and including all lifts, in both wet and dry conditions, dewatering of Page 19 of 28 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( BHDGR) 43 K.M. Stone, Delhi-Rohtak Road,,Rohad, Tehsil Bahadurgarh, Dist Jhajjar,124501,Haryana,India GSTIN 06AAACE1741P1ZL PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000111752 Date 03.05.2024 Submission Date 10.05.2024 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 Ms. Keshar Sonal Contact Email KESHAR.SONAL@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 surface and subsurface water, shoring, planking and strutting (if required), Stacking of usable back fill material, disposal/stacking of surplus/ shifting of no usable excavated soil etc. within a lead of 2 KM and as per specifications <(>&<)> direction of the Engineer-in-charge. (The measurement for payment shall be for the theoretical excavation volume only as per drawing i.e. for the volume of the block of the excavation having the depth and maximum bottom dimensions of the foundation/structures as per drawing ( Base Area of Foundation only). The contractor shall take into account in his rate the provision for any excess excavation for necessary working space, steps, sloping, area hard barrication etc. required for excavation safety, hard barrication and other allied works and refilling the side slopes/working space etc.). Level of excavation will considered average level after stripping of vegitation removal/ stripping or Fixed by engineer-in Charge . 1.3 3005416 Backfilling With selected excavated earth Cum 200 - With selected excavated earth-Backfilling around foundations, trenches, sumps, pits, substructures, plinth area, walls etc. at all depth with stacked soil near construction boundary <(>&<)> lead of within plant premises including placing, spreading, watering, hammering and even compaction by plate compactor, plinth area compaction by use vibro of 10 Ton / 12 Ton roller compaction or any other mean instructed by Engineer-in-charge to achieve CBR Value 4 (compaction should be at least 95% of standard proctor density), thickness of backfilled layers should not exceeding 250 mm in depth, complete bye works as per specification or instruction by Engineer-in-charge. (The measurement for payment shall be for the theoretical net volume only as per drawing i.e. for the volume of the block of the Backfilling having the depth and maximum bottom dimensions of the foundation/structures as per drawing. ) 1.4 3016858 Filling in plinth with GSB Cum 1380 - Filling with GSB from outside the Owners premises including its supply and transport considered in contractors scope of work. JCB <(>&<)> Dumper for shifting of GSB is in contractors scope. Filling in plinth or where directed including compaction by plate compactor to achieve CBR Value 4 (95% Standard Proctor Density)<(>&<)> in layers not exceeding 250mm in depth complete. Cost should include all the expenditure for material, permits, excavation, loading, unloading, transportation, placing, NABL approved Lab tests, compaction with 12 MT vibratory roller to achieve the desired density etc. complete bye works as per instruction of Engineer-in-charge. 1.5 3016858 Dry stone rubble soling Cum 485 - Dry stone rubble soling 200 mm thick Compacted thickness with maximum 150 mm size hard stones set in regular lines, hand packed and interstices thoroughly filled with query dust or small stone chips including compaction by 12 MT vibratory roller and filling in with good quality murum/stone dust brought from outside and compacted as directed and spreading 12 mm compacted layer of murum/stone dust on top. (Net Bottom Area of Foundation/floor as per drawing will Be Paid). The surface shall be cleared of all loose materilas, levels, water <(>&<)> compacted before laying rubble soling. 2 Concrete Works 2.1 3012929 Plain Cement Concrete M10 Grade Cum 250 - Providing and laying plain cement concrete with 40 mm down graded coarse aggregates in blinding layer/fill under R.C.C. <(>&<)> masonry foundations, bottom of pits, sumps, channels, tie beams, grade slabs ,floorings,footings, tanks, storm water drain, pipe encasing including ramming , levelling, curing, mix design etc. complete. Cost of required form work is a part of this item (Mode of measurement shall be as per IS code) Concrete mix design approved by Engineer-in-charge. Cement :- Ultratech , JK cement , Shree cement , ACC , Ambuja . OPC 53 Grade 2.2 3011816 PROVIDING <(>&<)> LAYING RCC M30 Cum 170 - Reinforced Cement Concrete M30 Grade for Sub-structure <(>&<)> up to 5m height above FFL Supplying, Providing and placing of Batching Plant Mixed Concrete for following items including compacting with mechanical vibrators, curing etc. <(>&<)> excluding reinforcement <(>&<)> formwork (concrete for Page 20 of 28 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( BHDGR) 43 K.M. Stone, Delhi-Rohtak Road,,Rohad, Tehsil Bahadurgarh, Dist Jhajjar,124501,Haryana,India GSTIN 06AAACE1741P1ZL PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000111752 Date 03.05.2024 Submission Date 10.05.2024 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 Ms. Keshar Sonal Contact Email KESHAR.SONAL@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 liquid retaining structures and others as called for shall be water tight) complete bye work including cost of plasticizer,waterproofing compound or any other admixture, mix design, all NABL lab tests as per instruction of Engineer-in-charge. a) Footings,raft,grade slab, pedestals, columns, grade beams, walls, staircase waist slab and steps, lintels with M30 grade concrete having 20 mm down graded coarse aggregate (Mode of measurement shall be as per IS code). If quality issue are found after concreting, vendor shall be attend all tests <(>&<)> rectify free of cost. Concrete mix design approved by Engineer-in-charge. Cement :- Ultratech , JK cement , Shree cement , ACC , Ambuja . OPC 53 Grade 2.3 3016078 Vacuum dewatered TREMIX Flooring RCC work Cum 800 - Supplying <(>&<)> providing vacuum dewatered flooring by TREMIX or approved equivalent system with reinforced cement concrete of grade M30 as defined by IS:456 with 20 mm down graded stone aggregates in panels of approved sizes including providing side-shuttering for panels with M.S. channels, vibrating the concrete with immersion and surface vibrators and dewatering by filter mat and suction pump of approved make, finishing the top surface by floating and trowelling to required level and grade using skim floater fitted with a floating disc and/or trowelling blades of approved make, covering the finished concrete surface with approved polythene sheets, groove cutting, approved Polysulphide sealant filling, including non-metallic surface floor hardener FOSROC/BASF make of approved colour floor hardner 5kg/sqm, including curing ponding, Separation Membrane of impermeable plastic sheeting thick as per drawings specification, mix design,all as per drawings, manufacturers specifications and directions of the Engineer, all materials, tools, plant and labour complete. If quality issue are found after concreting, vendor shall be attend all tests <(>&<)> rectify free of cost. The surface tolerance shall not exceed 3mm in 3m length measured by straight edge in any direction. 2.4 3009006 Providing <(>&<)> Laying Grouting Cum 5 - Providing <(>&<)> Laying non-shrink free flow Cementious Grout - 25 Kg bag - (FAIRMATE / SIKA / FOSROC/CICO/BASF), under baseplates, pockets, (Note:-Work shall be done as per manufacturers products instruction sheet. The grout shall be done by pressure grouting to provide uniform support under the base plate. 2.5 3013979 P/E formwork below plinth 3.00mtr <(>&<)> Sub-structure <(>&<)> up to 5m height above FFL Sqm 427 - Providing, erecting and removing formwork for concrete items including forming chamfers, drip moulds, pockets etc. and including scaffolding, centring, finishing concrete surface after striking the formwork, cover ,sealing joints with heavy duty brawn self adhesive tape, aligning to line <(>&<)> levels, smooth surface finishing (Net area of concrete formed shall be measured): For non-exposed surfaces for all depths up to below plinth level for sub structures. 2.6 3015471 P/B Reinf bars HYSD Grade CRS / Fe550D conforming to IS:1786. MT 70 - Providing, cleaning, cutting, bending, supporting, placing, binding with 16 SWG soft annealed wire and placing in position steel r einforcement on/at all levels and locations as per drawings, including handling and transport inside plot premises complete for all R.C.C. Works including supplying <(>&<)> placing concrete cover block etc. complete. Weight of chairs , spacers and required supports are not payble. Reinforcement steel shall be CRS/Fe550D grade for all substructures. (Make - TISCO, SAIL, VIZAC, ET, JSW, TATA). 2.7 3013975 Supplying, erecting <(>&<)> fixing Foundation anchor bolts MT 2.50 - Proving <(>&<)> fixing H.D. Foundation anchor bolts with anchor plates <(>&<)> require nut, locknut <(>&<)> washer with supports /templates as per detail provided including fixing at position in the foundation and shall conform to Grade E250, Quality A upto 20 mm thick and Quality B above 20 mm thick as per IS:2062-2006. All bolts shall be of property class 4.6. (For fixing arrangement structure like reinforcement, templat plates, angle, channels are not payble). Cost should include all the expenditure for material, permits, loading, Page 21 of 28 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( BHDGR) 43 K.M. Stone, Delhi-Rohtak Road,,Rohad, Tehsil Bahadurgarh, Dist Jhajjar,124501,Haryana,India GSTIN 06AAACE1741P1ZL PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000111752 Date 03.05.2024 Submission Date 10.05.2024 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 Ms. Keshar Sonal Contact Email KESHAR.SONAL@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 unloading, transportation, placing, Approved Lab tests sampling chemical <(>&<)> mechanical properties and test methods as per IS 1367. etc. complete by works as per specification <(>&<)> instruction of Engineer-in-charge. 3 Architectural Works 3.1 3013936 P/L BM superstructure above Plinth up to 5m 230mm thk. (1:4) Cum 90 - Providing brickwork in cement mortar of following proportions in superstructure in all types of facing, including concrete coping, bands, projections, parapets, ornamental cor-nices, string course and reinforced brickwork (Concrete band shall be provided at every 1m height. Two numbers of 8 mm diameter reinforcement bars shall be provided in each concrete band. Reinforcement shall be paid separately under respective item)and at any other location, of circular, curved or any shape including mould-ing and cutwork at all lead and heights, curing, scaf-folding including Providing <(>&<)> Fixing chicken wire mesh (of best quality Galvanized or as specified in drawings or instructed by Engineer In charge) in strips of 200 mm widths over junctions between concrete <(>&<)> masonry including srew,nails and washers prior to plastering, including curing, raking of joints etc. complete with all bye works as per drawing, specification and instruc-tions of the Engineer In charge, with bricks of approved quality. a) 230 mm thick (in cement mortar 1:4). No saperate payment will be made for form work, scaffolding or other related works. Cement :- Ultratech , JK cement , Shree cement , ACC , Ambuja . 3.2 3009646 P/A internal plaster 12mm thk with CM (1:4 ) up to 5.0m height Sqm 400 - Providing internal plaster 12 mm thick float finish in cement mortar 1:4 at all joints of RCC Beams, Columns with Masonary at all heights <(>&<)> locations for walls, columns, beams etc. including . including chipping ,hacking, concrete surface, coat of adhesive for bonding if required, finishing with desired finish, scaffolding, providing grooves, bands, carvings, mouldings, curing etc. complete all bye work. 3.3 3016859 P/A 20mm thk exterior plaster with CM (1:3) in Two layers up to 5m height Sqm 370 - Providing 20 mm thick exterior sand faced cement plaster in two layers (First layer of 12mm thick and second layer of 8mm ) including fixing chicken mesh at joints of RCC Beams, Columns with Masonary at all heights <(>&<)> locations for cement mortar 1:3 for external surfaces including chipping concrete surface, providing, bands, drip moulds, grooves etc. finishing, curing, scaffolding etc. complete all bye work, including integral Waterproofing compound Emperor or approved equivalent @1kg/cement bag and a coat of adhesive complete all work. 3.4 3003502 Distemper to internal surface of walls Sqm 400 - Finishing walls at all heights with Two or more coats of Oil bond /synthetic distemper of approved shade, brand and quality on plaster work, over and including Primer coat to give an even shade as per specification or instruction of Engineer In charge. (Make- ICI Paints ,Berger, Asian, Shalimar, Nerola) 3.5 3013930 Weather Proof Painting to external surface of walls Sqm 370 - Finishing walls at all heights with two or more coats to get even shade or surface of Acrylic Smooth exterior paint or equivalent of required shade, brand (manufacture) and quality on plaster work, over and including primer coat to give an even shade. (Make- ICI Paints ,Berger, Asian, Shalimar, Nerola) 4 Other Necessary works 4.1 3002655 Existing Structure shed with roof sheeting (Width-20m <(>&<)> Length- 50m) (unit : TO = LS = 1) Dsimantling <(>&<)> removing Existing Structure manually/by mechanical means Including All modification as per working/IFC drawings. including stacking of serviceable material <(>&<)> Carting it out of the Site of Works to a safe location prescribed by AMNS with a any lead or within plant premises including placing, spreading, levelling, etc. complete. Includes removing of Specified RCC Works, Brick-works, Existing Roof Page 22 of 28 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( BHDGR) 43 K.M. Stone, Delhi-Rohtak Road,,Rohad, Tehsil Bahadurgarh, Dist Jhajjar,124501,Haryana,India GSTIN 06AAACE1741P1ZL PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000111752 Date 03.05.2024 Submission Date 10.05.2024 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 Ms. Keshar Sonal Contact Email KESHAR.SONAL@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 Struture, inclusive of Steel Trusses, Roofing Sheets, any other Structural Members, existing Brick Walls, Windows, Doors, Flooring, MS Fencing Works, Barbed wires, etc. complete bye works as per specification or instruction by Engineer-in-charge. ***Vendor to verify the existing structure at actuals wrt the proposed building drawings to acquire information on the works to be removed. LS 1.00 - 4.2 3008803 PCC/RCC Dismantling Incl. All Dismantling of PCC/RCC manually/by mechanical means including stacking of serviceable material <(>&<)> disposal of unserviceable material outside site at unobjectionable place (within plant premises), separation of reinforcement from concrete . Dismantling work If rquired as per site condition <(>&<)> as per direction of Engineer-in-charge. cum 210.00 - 4.3 3008804 Breaking of Brick / Block Masonry Dismantling of Brick masonry manually/by mechanical means including stacking of serviceable material <(>&<)> disposal of unserviceable material outside site at unobjectionable place (within plant premises), separation of reinforcement from wall . Dismantling work If rquired as per site condition <(>&<)> as per direction of Engineer-in-charge. cum 55.00 - 4.4 3016867 Expansion joints in Concrete with Polymer Board, sealant and G.I. Sheet Covering Providing <(>&<)> fixings, accessories, joints, losses and overlaps, supports, excavation , Backfilling ,bed concrete or concrete specified in drawing or as per OWENER’S instructions also including supply of equipment, tools, labour and charges; levelling, alignment and plumb; the supply of templates for fixing, installation, preparation, protection of the exposed parts; topographic and technological controls and everything else necessary for the complete execution of the services not stated here.including filling and sealing with polymer filler board ,sealant and covering it with metallic sheet with slots , non corrosive screws ,washers complete as per IFC drawings. No extra payment will be made for scaffolding, tools, material, or any related services .the joint should be made waterproof and the written guaranty should be noted along with the waterproofing item. Note : Providing and laying with a 10 years guarantee of material <(>&<)> applicator on stamp paper to keep the area water proofed. (unit : Nos = Rmt = 1) Rmt 104.00 - Grand Total (Rs.) - - VENDOR SCOPE: - CIVIL JOB OF AB <(>&<)> BC BAY EXTENSION CIVIL WORK AT BAHADURGRH SSC 1. All the Material <(>&<)> machine and tools for the above jobs will be in Vendors Scope. Construction <(>&<)> drinking water, HR <(>&<)> legal compliance in Vendor scope. AMNS shall provide a single point for electrical, and vendor shall take the supply from that point to workplace with all necessary safety arrangement in vendor scope. Power for area lighting and working light shall be arranges by the vendor scope. 2. All the tools and tackles for the above job will be vendors scope and it must be approved by AM/NS Safety In charge prior to work. 3. Provided dump site/yard maximize utilization with Necessary resources in the vendor scope. Proper leveling of the dump site to be done by vendor. 4. Cutting set <(>&<)> consumables required for rebar cutting <(>&<)> fixing will be in vendor scope. 5. Welding machines and consumables will be in vendor’s scope. 6. If ready mixed concrete to be brought from outside, RMC should be approved by Engineer. 7. Collection of material if any shall be uniform throughout the length of road. 8. Curing of Works must be maintained in accordance to the BOQ etc. 9. All earth inert and subgrade or subbase materials, all RCC work and Page 23 of 28 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( BHDGR) 43 K.M. Stone, Delhi-Rohtak Road,,Rohad, Tehsil Bahadurgarh, Dist Jhajjar,124501,Haryana,India GSTIN 06AAACE1741P1ZL PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000111752 Date 03.05.2024 Submission Date 10.05.2024 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 Ms. Keshar Sonal Contact Email KESHAR.SONAL@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 their necessary external lab reports (NABL approved- Lab), MTC and quality checks on regular frequency should be conducted and get report approvals from AMNS authority is in contractor scope. No payment shall be made on the basis of material delivery, all bills will only be processed for service work done. 10. If the quality and strength as per acceptance criterion is not achieved, then the work will not be accepted, and payment of such substandard work will not be made to the contractor. No extra amount on account of providing core cutter testing facility would be admissible to contractor. 11. Contractor need to submit daily progress report with site photographs report to AMNS project team. 12. All manpower should be entered in work premise after necessary documentation followed by contractor as per AMNS rules, administration, and security department documentation, OHC fitness certificate documentation and safety induction training. 13. After receiving PO contractor should be ready to mobilize required Poclain, JCB, tractor, JCB braker, Dimond cut machine, dumper, vibro roller, dewatering pump, sub grade all approved materials, reinforcement, RMC, material test <(>&<)> all plant <(>&<)> machinery supply withing timeline schedule. 14. Safety officer to be assigned by vendor for these jobs. 15. Experience Site In charge, Civil Engineer, QC engineer, full time experience surveyor with total station and supervisor must be deployed at site during job work execution. 16. Work permit to be taken before starting work. Hard barricading while working at site and use safety precautions tape (night reflector tape) and use safety signage to prevent safety failures at site. Use cone or metal stand while work near to the roadside because heavy movement of trolleys, truck on roadside. Ensure proper hard barricading before starting any of the job activity on site with housekeeping otherwise penalties will be applicable. 17. Safety PPEs Helmet, Safety shoes, hand gloves, goggles, safety jackets <(>&<)> required for this job all PPEs are mandatory for work. 18. All work to be executed as per AMNS India quality and Safety norms. 19. Valid Govt. ID Proof is mandatory while entering the premises. 20. ESIC No. is mandatory for entering the premises. 21. All the workmen should be 18 Years and above. 22. Works shall be completed withing 4 months from the date of issuance of work. 23. Security Deposit shall be refunded t wo years from the date of actual completion of the work provided the final bill has been paid. During this period, the contractor shall carry out repair, replace and rectifications of defects (if any) of the job at his own cost, failing which it shall be carried out at risk <(>&<)> cost of the contractor and expenditure so incurred shall be recoverable from the contractor. After the completion of D.L.P. Period, contractor should obtained the certificate from the Engineer in charge regarding the completion of routine maintenance, only after that he is free from the liability. 24. LD will be applicable @ 5% per week delay to Max 10% on basic Purchase Order Value. 25. If the work is not performed well as per the scope explained will be penalized including termination of the contract. 26. Vendor should be visiting the plant <(>&<)> site location and understood all civil job as per working drawings before RFQ. Aware of the nature of work. 27. After completion of JOB proper handover with supporting all materials MTC, as built drawings, all warranty paper, etc. all in vendor scope. 28. Vendor is responsible to get all loyalty / statutory permission for transportation materials for borrow areas. 29. Local issue and any legalizing issue in Vendor scope. 30. Safety and security of the contractor’s all site materials <(>&<)> machinery in vendor scope. YOU SHALL SUBMIT FOLLOWING DOCUMENTS WITH BILLS IN PRESCRIBED FORMATS: - Page 24 of 28 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( BHDGR) 43 K.M. Stone, Delhi-Rohtak Road,,Rohad, Tehsil Bahadurgarh, Dist Jhajjar,124501,Haryana,India GSTIN 06AAACE1741P1ZL PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000111752 Date 03.05.2024 Submission Date 10.05.2024 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 Ms. Keshar Sonal Contact Email KESHAR.SONAL@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 MEASUREMENT BOOK - (IF ANY -DULY CERTIFIED BY AM/NS <(>&<)> YOURSELF). GATE ENTRY (IF ANY). MATERIAL RECONCILIATION (IF ANY). BILLS CERTIFIED BY AM/NS OFFICER-IN-CHARGE. Bill Cycle: 30 Days with all required documents. Proforma Invoice shall be send first for certification of Bill of Quantities over an email. Once an email approval is received regarding the certification to be found ok, then only a Tax invoice/E invoicing shall be raised. All civil items materials and their necessary external lab reports (NABL approved- Lab), MTC and quality checks on regular frequency should be conducted and get report approvals from AMNS authority is in contractor scope. No payment shall be made based on material delivery; all bills will only be processed of service work done. NOTE: ALL OTHER TERMS <(>&<)> CONDITIONS AS PER OUR GENERAL CONDITIONS FOR CONTRACT. Item Note : Bahadurgarh Steel Service Center (SSC) ANNEXURE-2 BILL OF CIVIL WORKS QUANTITIES FOR EXPANSION OF EXISTING SERVICE CENTRE AT BAHADURGARH, HARYANA Notes: 1. All Quantities are probable. Actual payment will be done based on quantity of engineering drawings. Rate <(>&<)> Amount shall be filed by the Tenderer. Sr. No. Service Code DESCRIPTION UNIT RATE QTY AMOUNT 1 Earth Works 1.1 3003928 Excavation upto 700mm depth Area Grading for Flooring Cum 2680 - Area grading /excavation for grade level flooring, pavement area, etc. in all kinds of soil (excluding hard rock requiring chiselling or blasting) and including all lifts, in both wet and dry conditions, dewatering of surface and subsurface water, shoring, planking and strutting (if required), Stacking of usable back fill material, disposal/stacking of surplus/ shifting of no usable excavated soil etc. within a lead of 2 KM and as per specifications <(>&<)> direction of the Engineer-in-charge. (The measurement for payment shall be for the theoretical excavation volume only as per drawing i.e. for the volume of the block of the excavation having the depth and maximum bottom dimensions of the foundation/structures as per drawing ( Base Area of Floor only). The contractor shall take into account in his rate the provision for any excess excavation for necessary working space, steps, sloping etc. required for excavation safety and other allied works and refilling the side slopes/working space etc.).Level of excavation will considered average level after stripping of vegitation removal/ stripping or Fixed by engineer-in Charge . 1.2 3003928 Excavation for foundations up to 3.0 m depth or part thereof in ALL KIND OF SOIL Cum 175 - Earthwork in excavation of foundations for buildings <(>&<)> machine fdn, equipments, structures, channels, tunnels, trenches, drains, pits, wells, manholes, chambers, pavements, basements, tanks, culverts etc. in all kinds of soil (excluding hard rock requiring chiselling or blasting) and including all lifts, in both wet and dry conditions, dewatering of surface and subsurface water, shoring, planking and strutting (if required), Stacking of usable back fill material, disposal/stacking of surplus/ shifting of no usable excavated soil etc. within a lead of 2 KM and as per specifications <(>&<)> direction of the Engineer-in-charge. (The measurement for payment shall be for the theoretical excavation volume only as per drawing i.e. for the volume of the block of the excavation having the depth and maximum bottom dimensions of the foundation/structures as per drawing ( Base Area of Foundation only). The contractor shall take into account in his rate the provision for any excess excavation for necessary working space, steps, sloping, area hard barrication etc. required for excavation safety, hard barrication and other allied works and refilling the side slopes/working space Page 25 of 28 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( BHDGR) 43 K.M. Stone, Delhi-Rohtak Road,,Rohad, Tehsil Bahadurgarh, Dist Jhajjar,124501,Haryana,India GSTIN 06AAACE1741P1ZL PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000111752 Date 03.05.2024 Submission Date 10.05.2024 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 Ms. Keshar Sonal Contact Email KESHAR.SONAL@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.). Level of excavation will considered average level after stripping of vegitation removal/ stripping or Fixed by engineer-in Charge . 1.3 3005416 Backfilling With selected excavated earth Cum 200 - With selected excavated earth-Backfilling around foundations, trenches, sumps, pits, substructures, plinth area, walls etc. at all depth with stacked soil near construction boundary <(>&<)> lead of within plant premises including placing, spreading, watering, hammering and even compaction by plate compactor, plinth area compaction by use vibro of 10 Ton / 12 Ton roller compaction or any other mean instructed by Engineer-in-charge to achieve CBR Value 4 (compaction should be at least 95% of standard proctor density), thickness of backfilled layers should not exceeding 250 mm in depth, complete bye works as per specification or instruction by Engineer-in-charge. (The measurement for payment shall be for the theoretical net volume only as per drawing i.e. for the volume of the block of the Backfilling having the depth and maximum bottom dimensions of the foundation/structures as per drawing. ) 1.4 3016858 Filling in plinth with GSB Cum 1380 - Filling with GSB from outside the Owners premises including its supply and transport considered in contractors scope of work. JCB <(>&<)> Dumper for shifting of GSB is in contractors scope. Filling in plinth or where directed including compaction by plate compactor to achieve CBR Value 4 (95% Standard Proctor Density)<(>&<)> in layers not exceeding 250mm in depth complete. Cost should include all the expenditure for material, permits, excavation, loading, unloading, transportation, placing, NABL approved Lab tests, compaction with 12 MT vibratory roller to achieve the desired density etc. complete bye works as per instruction of Engineer-in-charge. 1.5 3016858 Dry stone rubble soling Cum 485 - Dry stone rubble soling 200 mm thick Compacted thickness with maximum 150 mm size hard stones set in regular lines, hand packed and interstices thoroughly filled with query dust or small stone chips including compaction by 12 MT vibratory roller and filling in with good quality murum/stone dust brought from outside and compacted as directed and spreading 12 mm compacted layer of murum/stone dust on top. (Net Bottom Area of Foundation/floor as per drawing will Be Paid). The surface shall be cleared of all loose materilas, levels, water <(>&<)> compacted before laying rubble soling. 2 Concrete Works 2.1 3012929 Plain Cement Concrete M10 Grade Cum 250 - Providing and laying plain cement concrete with 40 mm down graded coarse aggregates in blinding layer/fill under R.C.C. <(>&<)> masonry foundations, bottom of pits, sumps, channels, tie beams, grade slabs ,floorings,footings, tanks, storm water drain, pipe encasing including ramming , levelling, curing, mix design etc. complete. Cost of required form work is a part of this item (Mode of measurement shall be as per IS code) Concrete mix design approved by Engineer-in-charge. Cement :- Ultratech , JK cement , Shree cement , ACC , Ambuja . OPC 53 Grade 2.2 3011816 PROVIDING <(>&<)> LAYING RCC M30 Cum 170 - Reinforced Cement Concrete M30 Grade for Sub-structure <(>&<)> up to 5m height above FFL Supplying, Providing and placing of Batching Plant Mixed Concrete for following items including compacting with mechanical vibrators, curing etc. <(>&<)> excluding reinforcement <(>&<)> formwork (concrete for liquid retaining structures and others as called for shall be water tight) complete bye work including cost of plasticizer,waterproofing compound or any other admixture, mix design, all NABL lab tests as per instruction of Engineer-in-charge. a) Footings,raft,grade slab, pedestals, columns, grade beams, walls, staircase waist slab and steps, lintels with M30 grade concrete having 20 mm down graded coarse aggregate (Mode of measurement shall be as per IS code). If quality issue are found after concreting, vendor shall be attend all tests <(>&<)> rectify free of cost. Concrete mix design approved by Engineer-in-charge. Cement :- Ultratech , JK cement , Shree cement , ACC , Ambuja . OPC 53 Grade 2.3 3016078 Vacuum dewatered TREMIX Flooring RCC work Cum 800 - Page 26 of 28 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( BHDGR) 43 K.M. Stone, Delhi-Rohtak Road,,Rohad, Tehsil Bahadurgarh, Dist Jhajjar,124501,Haryana,India GSTIN 06AAACE1741P1ZL PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000111752 Date 03.05.2024 Submission Date 10.05.2024 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 Ms. Keshar Sonal Contact Email KESHAR.SONAL@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 Supplying <(>&<)> providing vacuum dewatered flooring by TREMIX or approved equivalent system with reinforced cement concrete of grade M30 as defined by IS:456 with 20 mm down graded stone aggregates in panels of approved sizes including providing side-shuttering for panels with M.S. channels, vibrating the concrete with immersion and surface vibrators and dewatering by filter mat and suction pump of approved make, finishing the top surface by floating and trowelling to required level and grade using skim floater fitted with a floating disc and/or trowelling blades of approved make, covering the finished concrete surface with approved polythene sheets, groove cutting, approved Polysulphide sealant filling, including non-metallic surface floor hardener FOSROC/BASF make of approved colour floor hardner 5kg/sqm, including curing ponding, Separation Membrane of impermeable plastic sheeting thick as per drawings specification, mix design,all as per drawings, manufacturers specifications and directions of the Engineer, all materials, tools, plant and labour complete. If quality issue are found after concreting, vendor shall be attend all tests <(>&<)> rectify free of cost. The surface tolerance shall not exceed 3mm in 3m length measured by straight edge in any direction. 2.4 3009006 Providing <(>&<)> Laying Grouting Cum 5 - Providing <(>&<)> Laying non-shrink free flow Cementious Grout - 25 Kg bag - (FAIRMATE / SIKA / FOSROC/CICO/BASF), under baseplates, pockets, (Note:-Work shall be done as per manufacturers products instruction sheet. The grout shall be done by pressure grouting to provide uniform support under the base plate. 2.5 3013979 P/E formwork below plinth 3.00mtr <(>&<)> Sub-structure <(>&<)> up to 5m height above FFL Sqm 427 - Providing, erecting and removing formwork for concrete items including forming chamfers, drip moulds, pockets etc. and including scaffolding, centring, finishing concrete surface after striking the formwork, cover ,sealing joints with heavy duty brawn self adhesive tape, aligning to line <(>&<)> levels, smooth surface finishing (Net area of concrete formed shall be measured): For non-exposed surfaces for all depths up to below plinth level for sub structures. 2.6 3015471 P/B Reinf bars HYSD Grade CRS / Fe550D conforming to IS:1786. MT 70 - Providing, cleaning, cutting, bending, supporting, placing, binding with 16 SWG soft annealed wire and placing in position steel r einforcement on/at all levels and locations as per drawings, including handling and transport inside plot premises complete for all R.C.C. Works including supplying <(>&<)> placing concrete cover block etc. complete. Weight of chairs , spacers and required supports are not payble. Reinforcement steel shall be CRS/Fe550D grade for all substructures. (Make - TISCO, SAIL, VIZAC, ET, JSW, TATA). 2.7 3013975 Supplying, erecting <(>&<)> fixing Foundation anchor bolts MT 2.50 - Proving <(>&<)> fixing H.D. Foundation anchor bolts with anchor plates <(>&<)> require nut, locknut <(>&<)> washer with supports /templates as per detail provided including fixing at position in the foundation and shall conform to Grade E250, Quality A upto 20 mm thick and Quality B above 20 mm thick as per IS:2062-2006. All bolts shall be of property class 4.6. (For fixing arrangement structure like reinforcement, templat plates, angle, channels are not payble). Cost should include all the expenditure for material, permits, loading, unloading, transportation, placing, Approved Lab tests sampling chemical <(>&<)> mechanical properties and test methods as per IS 1367. etc. complete by works as per specification <(>&<)> instruction of Engineer-in-charge. 3 Architectural Works 3.1 3013936 P/L BM superstructure above Plinth up to 5m 230mm thk. (1:4) Cum 90 - Providing brickwork in cement mortar of following proportions in superstructure in all types of facing, including concrete coping, bands, projections, parapets, ornamental cor-nices, string course and reinforced brickwork (Concrete band shall be provided at every 1m Page 27 of 28 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( BHDGR) 43 K.M. Stone, Delhi-Rohtak Road,,Rohad, Tehsil Bahadurgarh, Dist Jhajjar,124501,Haryana,India GSTIN 06AAACE1741P1ZL PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000111752 Date 03.05.2024 Submission Date 10.05.2024 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 Ms. Keshar Sonal Contact Email KESHAR.SONAL@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 height. Two numbers of 8 mm diameter reinforcement bars shall be provided in each concrete band. Reinforcement shall be paid separately under respective item)and at any other location, of circular, curved or any shape including mould-ing and cutwork at all lead and heights, curing, scaf-folding including Providing <(>&<)> Fixing chicken wire mesh (of best quality Galvanized or as specified in drawings or instructed by Engineer In charge) in strips of 200 mm widths over junctions between concrete <(>&<)> masonry including srew,nails and washers prior to plastering, including curing, raking of joints etc. complete with all bye works as per drawing, specification and instruc-tions of the Engineer In charge, with bricks of approved quality. a) 230 mm thick (in cement mortar 1:4). No saperate payment will be made for form work, scaffolding or other related works. Cement :- Ultratech , JK cement , Shree cement , ACC , Ambuja . 3.2 3009646 P/A internal plaster 12mm thk with CM (1:4 ) up to 5.0m height Sqm 400 - Providing internal plaster 12 mm thick float finish in cement mortar 1:4 at all joints of RCC Beams, Columns with Masonary at all heights <(>&<)> locations for walls, columns, beams etc. including . including chipping ,hacking, concrete surface, coat of adhesive for bonding if required, finishing with desired finish, scaffolding, providing grooves, bands, carvings, mouldings, curing etc. complete all bye work. 3.3 3016859 P/A 20mm thk exterior plaster with CM (1:3) in Two layers up to 5m height Sqm 370 - Providing 20 mm thick exterior sand faced cement plaster in two layers (First layer of 12mm thick and second layer of 8mm ) including fixing chicken mesh at joints of RCC Beams, Columns with Masonary at all heights <(>&<)> locations for cement mortar 1:3 for external surfaces including chipping concrete surface, providing, bands, drip moulds, grooves etc. finishing, curing, scaffolding etc. complete all bye work, including integral Waterproofing compound Emperor or approved equivalent @1kg/cement bag and a coat of adhesive complete all work. 3.4 3003502 Distemper to internal surface of walls Sqm 400 - Finishing walls at all heights with Two or more coats of Oil bond /synthetic distemper of approved shade, brand and quality on plaster work, over and including Primer coat to give an even shade as per specification or instruction of Engineer In charge. (Make- ICI Paints ,Berger, Asian, Shalimar, Nerola) 3.5 3013930 Weather Proof Painting to external surface of walls Sqm 370 - Finishing walls at all heights with two or more coats to get even shade or surface of Acrylic Smooth exterior paint or equivalent of required shade, brand (manufacture) and quality on plaster work, over and including primer coat to give an even shade. (Make- ICI Paints ,Berger, Asian, Shalimar, Nerola) 4 Other Necessary works 4.1 3002655 Existing Structure shed with roof sheeting (Width-20m <(>&<)> Length- 50m) (unit : TO = LS = 1) Dsimantling <(>&<)> removing Existing Structure manually/by mechanical means Including All modification as per working/IFC drawings. including stacking of serviceable material <(>&<)> Carting it out of the Site of Works to a safe location prescribed by AMNS with a any lead or within plant premises including placing, spreading, levelling, etc. complete. Includes removing of Specified RCC Works, Brick-works, Existing Roof Struture, inclusive of Steel Trusses, Roofing Sheets, any other Structural Members, existing Brick Walls, Windows, Doors, Flooring, MS Fencing Works, Barbed wires, etc. complete bye works as per specification or instruction by Engineer-in-charge. ***Vendor to verify the existing structure at actuals wrt the proposed building drawings to acquire information on the works to be removed. LS 1.00 - 4.2 3008803 PCC/RCC Dismantling Incl. All Dismantling of PCC/RCC manually/by mechanical means including stacking of serviceable material <(>&<)> disposal of unserviceable material outside site at unobjectionable place (within plant premises), separation of reinforcement from concrete . Dismantling work If rquired as per site condition <(>&<)> as per direction of Engineer-in-charge. Page 28 of 28 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( BHDGR) 43 K.M. Stone, Delhi-Rohtak Road,,Rohad, Tehsil Bahadurgarh, Dist Jhajjar,124501,Haryana,India GSTIN 06AAACE1741P1ZL PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000111752 Date 03.05.2024 Submission Date 10.05.2024 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 Ms. Keshar Sonal Contact Email KESHAR.SONAL@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 cum 210.00 - 4.3 3008804 Breaking of Brick / Block Masonry Dismantling of Brick masonry manually/by mechanical means including stacking of serviceable material <(>&<)> disposal of unserviceable material outside site at unobjectionable place (within plant premises), separation of reinforcement from wall . Dismantling work If rquired as per site condition <(>&<)> as per direction of Engineer-in-charge. cum 55.00 - 4.4 3016867 Expansion joints in Concrete with Polymer Board, sealant and G.I. Sheet Covering Providing <(>&<)> fixings, accessories, joints, losses and overlaps, supports, excavation , Backfilling ,bed concrete or concrete specified in drawing or as per OWENER’S instructions also including supply of equipment, tools, labour and charges; levelling, alignment and plumb; the supply of templates for fixing, installation, preparation, protection of the exposed parts; topographic and technological controls and everything else necessary for the complete execution of the services not stated here.including filling and sealing with polymer filler board ,sealant and covering it with metallic sheet with slots , non corrosive screws ,washers complete as per IFC drawings. No extra payment will be made for scaffolding, tools, material, or any related services .the joint should be made waterproof and the written guaranty should be noted along with the waterproofing item. Note : Providing and laying with a 10 years guarantee of material <(>&<)> applicator on stamp paper to keep the area water proofed. (unit : Nos = Rmt = 1) Rmt 104.00
