Tender For Civil Works For Extension Of Elec Bldg 27021181 10 10 210 P & FIXING CERAMIC/VITRIFIED TILES 259 M2 190 PROVIDING & FIXING ALUMINIUM PARTITION 97 M2 250 P & F OF FOUNDATION BOLT 430 KG 90 Providing & laying Rubble Masonry 18 M3 100 PROVIDING & LAYING BLOCK MASONRY 54 M3 220 Construction of flooring works with mat. 259 M2 60 PROVIDING & LAYING RCC M20 480 M3 150 PLASTERING JOB 581 M2 50 PROVIDING & LAYING PCC M10 66 M3 260 S&F GROUTING CONCRETE 2 M3 110 PROVIDING & LAYING BLOCK MASONRY 66 M3 70 FORM WORKS OR SHUTTERING 575 M2 40 SUBGRADE( FILLING WITH COARSE AGGREGATE 154 M3 80 Reinforcement 28,935 KG 140 PLASTERING JOB 660 M2 120 PROVIDING & LAYING BLOCK MASONRY 58 M3 20 BACKFILLING AND LEVELLING 969 M3 10 EXCAVATION, REMOVING & SHIFTING 2,831 M3 30 BACKFILLING WORK WITH PANA SAND 99 M3 130 PLASTERING JOB 645 M2 160 APPLICATION OF TWO COATS OF WHITEWASH 1,818 M2 170 APPLICATION OF TWO COATS OF FINISH PAINT 1,818 M2 180 RCC DISMANTLING INCL ALL 37 M3 200 NEW METAL CLIPPING FALSE CEILING FIXING 173 M2 230 SUPPLY & FIXING OF ROLLING SHUTTERS 51 M2 240 structural steel 2,196 KG 270 PVC Drain Piping 67 M Email : Alok.Divedi@amns.in Contact : 8115867027 Name : Divedi, Alok Kumar - AM/NS India - Proje Item Details : DOCUMENT TITLE: - SCOPE OF WORK NAME OF WORK: - EXISTING HT <(>&<)> LT BUILDING EXTENSION BP KIRANDUL AREA: - BENEFICIATION PLANT 1. Earth work in excavation by mechanical means (Hydraulic excavator) manual means over areas depth 0m to 10m including identification <(>&<)> finalising of dumping place for disposal of excavated earth up to a lead 0km to 2km, disposed earth to be levelled neatly dressed, including material tools, labour charges, etc. all complete as per the directions of engineer-in-charges. 2. Back filling with Stacked earth :.Backfilling with excavated earth (excluding rock) in trenches, plinths, sides of foundation and other underground structures etc. in regular horizontal layers not exceeding 300 mm in depth, by bringing the earth from stock area lead 1km including cutting, loading, transporting, unloading etc. for all lifts and leads, watering and consolidating each deposited layer with steel rammer, plate vibrator or 1/2 ton roller, complete as per the instruction of the Engineer-in-Charge. 3. Backfilling with Sand brought from outside (Excluding Rock) in Trenches, Plinth, sides of foundation and other underground structures etc. in regular horizontal layers not exceeding 200mm in depth, loading, transporting, unloading etc, for all lifts and leads, watering and consolidating each deposited layer with steel hammer or 1/2 ton roller, complete as per direction of Engineer - in - charge. 4. Laying, spreading and compacting stone aggregate of specified sizes to GSB specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density as per direction of Engineer - in - charge. 5. Providing and laying plain cement concrete 1:4:8 ( 1 cement : 4 coarse sand :8 graded stone aggregate 40 mm nominal size) below f oundation, underground structures, trenches, plinth etc. including all labour, material, handling, transporting, batching, mixing, placing, levelling, compacting, curing, etc. complete in all respects as per the drawings, specification all complete as per the directions of engineer-in-charges. 6. Providing, mixing, placing and curing reinforced controlled cement concrete with coarse sand and graded stone aggregate of 20 mm nominal size and including additives as required in all kinds of work and of grades 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) as specified incl. all labour, material, handling, transporting, batching, compacting with mechanical vibrators, but excluding the cost of cantering, shuttering, and reinforcement, complete as per drawings and specification - all works in sub structure and super structure. As per IS 456. all complete as per the directions of engineer-in-charges. 7. Providing, fixing, and removal of form work of approved quality for cast in situ plain or reinforced concrete work of any type and section (including inclined/curved surfaces) including labour, material, equipment, wastage of forms, shoring, strutting scaffolding, tying, handling, caulking, bolting etc. all complete. For all Level Below Plinth to above Plinth Level. 8. Providing and placing TMT reinforcement of Fe 500 <(>&<)> Fe 550d grade as per the Bar Bending Schedule, prepared by the contractor and approved by the Engineer-in-Charge, in reinforced cement concrete work including cleaning, straightening, cutting, bending, binding in position with GI wire of 18 gauge , providing concrete cover blocks, pins, spacebars, chair support of reinforcement, at all elevations as per drawing, specification and direction of the Engineer-in-Charge. Reinforcement steel Make (JSW, Jindal, TATA, SAIL and RINL) Page 2 of 5 ArcelorMittal Nippon Steel India Limited AM/NS B/P KIRANDUL Palnar Road,,Near Manual Loading Point,Kirandul,494556,Chhattisgarh,India GSTIN 22AAACE1741P1ZR PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000116225 Date 05.07.2024 Submission Date 15.07.2024 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 null RaviKishore Borra Contact Email ravikishore.borra@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 9. Providing and constructing Random rubble masonry with approved quality of stone in foundation and superstructure at all levels with cement mortar 1:6 (1 cement:6 coarse sand) including levelling up with cement concrete 1:6:12 (1 cement:6 coarse sand: 12 graded stone aggregate 20mm nominal size), all complete as directed by the Engineer-in-Charge. 10. Providing <(>&<)> laying CC block Masonry in position with cement mortar 1:5 (1 cement: 5 coarse sand), including all necessary scaffolding other material sand, tools, labour charges in contractor scope etc. CC Block should mandatorily comply to IS Standards Grade A with minimum density 1500kg/m3 and minimum compressive strength 7.0N/mm2 at 28days. at all levels in foundation and superstructure with complete as directed by the Engineer-in-Charge. 11. Providing and applying average 12 mm thick cement plaster at all heights and below plinth in 1:4 (1 cement and 4 fine sand) walls, beams, ceiling, stair, column, pardis, bends, moulds, pattas, grooves, including scaffolding, chipping, roughing up the concrete, curing <(>&<)> finishing smooth. The plaster surface shall be rubbed with iron plate, till the surface shows cement paste in line and level complete as directed by the Engineer-in-Charge. 12. Providing <(>&<)> laying of two coats of white cement interior <(>&<)> exterior including material tools, labour charge, etc. all complete as per the direction of engineer-in-charge. 13. Providing <(>&<)> laying of two coats of Plastic Emulsion interior <(>&<)> exterior including material tools, labour charge, etc. all complete as per the direction of engineer-in-charge. 14. Chipping <(>&<)> Demolishing of existing RCC Structure with Pneumatical or Electrical Breaker <(>&<)> cutting existing Reinforcement Steel and Removal with Shifting of Concrete Debris Including tools, Labour Charges. materials with staging for chipping is in Agency Scope etc. All work should be competed as per the Directions of engineer-in-Charges. 15. Providing and fixing aluminium work for patriation wall, doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required Dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. 16. Providing and fixing Gl Clip in Metal Ceiling System of 600x600 mm module which includes providing and fixing C wall angle of size 20x30x20 mm made of 0.5 mm thick pre painted steel along the perimeter of the room with help of nylon sleeves and wooden screws at 300 mm centre to centre, suspending the main C carrier of size 10x38x10 mm made of G.I steel 0.7 mm thick from the soffit with help of soffit cleat 37x27x25x1.6 mm, raw plugs of size 38x12 mm and C carrier suspension clip and main carrier bracket at 1000 mm c/c. Inverted triangle shaped Spring Tee having height of 24 mm and width of 34 mm made of Gl steel 0.45 mm thick is then fixed to the main C carrier and in direction perpendicular to it at 600 mm centres with help of suspension brackets. Wherever the main C carrier and spring T have to join, C carrier and spring T connectors have to be used. All sections to be galvanized @ 120 gms/sqm (both side inclusive), fixing with clip in tiles into spring T with :GI Metal Ceiling Clip in plain Bevelled edge global white colour tiles of size 600x600 and 0.5 mm thick with 25 mm height, made of G I sheet having galvanizing of 100 gms/ sqm (both sides inclusive) and 20% perforation area with 1.8 mm dia holes and having NRC of 0.5, electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending and perforation. 17. Providing and laying polished vitrified floor <(>&<)> wall tiles in different sizes (thickness to be specified by the manufacturer) with water absorptions less than 0.08% and conforming to IS: 15622 of approved make in all colours and shades, laid on 20mm thick cement Page 3 of 5 ArcelorMittal Nippon Steel India Limited AM/NS B/P KIRANDUL Palnar Road,,Near Manual Loading Point,Kirandul,494556,Chhattisgarh,India GSTIN 22AAACE1741P1ZR PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000116225 Date 05.07.2024 Submission Date 15.07.2024 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 null RaviKishore Borra Contact Email ravikishore.borra@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 mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement and matching pigments etc., complete. - Size of Tile 600x600mm. Approved brand and manufacture like kajaria, Jonson and Jonson, orient etc. 18. Providing and laying 50 mm thick cement concrete flooring laid in 15m strip with metallic concrete hardener Ironite or equivalent topping, under layer 38 mm thick cement concrete 1:1:2 (1 cement : 1 coarse sand : 2 stone aggregate 10 mm graded size by volume) and top layer 12 mm thick metallic concrete hardener consisting of mix 1:2 (1 cement hardener mix : 2 stone aggregate 6 mm nominal size) by volume with which metallic hardening compound of approved brand and manufacture is mixed in ratio 4:1 (4 parts of cement : 1 part of metallic floor hardening compound of approved quality) by weight including cement slurry, curing etc. complete in flooring and skirting as per specifications and as directed by the Engineer-in-Charge. 19. ROLLING SHUTTER - Supplying and fixing rolling shutters of approved make, made of required size 80 x 1.20 mm M.S. laths with 1.20 mm thick top cover, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 part 1 and M.S. top cover of required thickness for rolling shutters. Rate to include priming coat as well as two coats of enamel paint. 20. Providing <(>&<)> Fixing of Structural steel like Angles, insert plate, Beam <(>&<)> Channel including material tools, labour charges, etc. all complete as per the directions of engineer-in-charges. 21. Providing and fixing of foundation Bolt including alignment, line level, all material, tools, labour charges, etc. All work to be completed as per directions of Engineer-In-Charge. 22. GP-2 grouting at foundation area using cementitious material to fill cracks, void or honeycombs, all material use to complete job Like GP-2 Bag and fixing of Shuttering and equipment in contractor scope. work complete to be as per direction of Engineer-in-charge. 23. Providing, supplying, and fixing 100 mm diameter PVC rainwater down take pipes at various elevations including bends, swan necks, standard fixing clamps, junctions, shoes, hanger supports, adopters, brackets, joining, lead caulking etc. complete including all material as per specifications and as directed by the Engineer-in-Charge. 24. Contractor must depute a Civil Engineer at site with, minimum 5 years’ experience who has worked in industrial civil works, structural building foundations, equipment foundations, etc. Engineer must be able to communicate in Hindi and should be aware of safety procedures. He shall be responsible for updating <(>&<)> ensuring daily progress, consumption report, understanding the drawings, site safety, etc. 25. Contractor must depute their supervisor with relevance experience and a Safety Professional to overlook site progress and general site safety. 26. All hand tools and power tools (Hand tools such as screwdrivers, brushes, trowels, wrenches, knives, crimpers, clamps, etc., and Power tools which may be powered by electricity, compressed air, liquid fuel, hydraulic power, or powder-actuated and might include mixers, saws, cutters, drills, grinders, guns, breakers, JCB, Excavator, Tipper etc.) shall be under vendor scope. These tools must be new or in sound working condition with relevant certificates (if any), machine safety guards, etc. 27. All tools will be inspected by AM/NS Safety Team to ensure above point and it is completely under AM/NS discretion to accept or reject the same. If rejected, sole responsibility for replacement of the same lies with contractor without hampering / disturbing site works. 28. All Scaffolding material including working platform and associated Safety Gears should be supplied by vendor only. No arrangements like wooden planks shall be allowed. It is responsibility of vendor to meet AM/NS Safety Standards without fail. (Work to carried out 15m height) 29. The technical specifications directed by Engineer-In-Charge of AM/NS (ArcelorMittal Nippon Steel India limited) shall be followed by the Page 4 of 5 ArcelorMittal Nippon Steel India Limited AM/NS B/P KIRANDUL Palnar Road,,Near Manual Loading Point,Kirandul,494556,Chhattisgarh,India GSTIN 22AAACE1741P1ZR PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000116225 Date 05.07.2024 Submission Date 15.07.2024 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 null RaviKishore Borra Contact Email ravikishore.borra@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 contractor. 30. Test works like Concrete Cube Tests; Raw Material Testing are under vendor scope. This will include transportation of the same to nearest accredited lab facilities, submission of reports, bringing sample back to plant, all accompanied by AM/NS Engineer -In-Charge. 31. The contractor shall perform the work in accordance with the construction drawings, specifications etc., and in a manner acceptable to AM/NS Engineer-In-Charge who shall have the powers to reject any work or materials which in his judgment is not in fully conformity therewith. 32. The contractor should not make any alteration in the drawings without prior written approval of AM/NS Engineer-In-Charge. 33. The contractor shall rectify all defective works if any, without any extra cost. 34. PPE of workmen (Helmet, Safety Shoe, Gumboot, Hang Gloves, Goggles, Safety Harness, Lifeline Rope, etc.) to be ensured mandatorily by contractor. All works should be executed by strictly adhering to AM/NS Safety Standards. 35. Contractor should have valid labour license, workers group insurance, PF, or any other statutory compliance documents (whichever applicable) 36. All other works not specifically mentioned above but indicated in the drawings or allied works which are necessary for the satisfactory completion of the works as a whole is contractor’s responsibility. 37. The contractor shall clear the site thoroughly of all scaffolding materials etc., left out of his work and dress the site to the satisfaction of Engineer-In-Charge. General Terms <(>&<)> Conditions: 1. AM/NS (ArcelorMittal Nippon Steel India Limited) is not responsible to pay any compensation for any damages to the equipment / machinery or structure due to contractor’s negligence or any other reasons / incidents. 2. The period allowed to complete this contract in 12 (twelve) months after handing over the site to contractor for execution. 3. The contractor shall be responsible at his own cost for receiving, loading, and unloading of materials issued by AM/NS (if any), including transportation where the work is to be executed. 4. The contractor shall be responsible for adequate security of site for all materials issued to you, as well as those brought by you. 5. All necessary health <(>&<)> safety statutory requirements for the people <(>&<)> equipment’s are in the scope of Contractor. 6. The contractor shall be liable for all injuries (including death) to his own and/ or sub-contractor employees, servants, agents and/ representatives and for all loss of and/ or damage to contractors and/ or sub-contractor’s properties, contractor and/ sub-contractor’s employees, servants, agents and/ or representatives, howsoever caused not withstanding that these may have been contributing negligence by employer and/ or any of his representative. 7. The payment will be made on submission of RA bills as per the measurements of actual quantities of work done, which shall be certified by the Engineer-In-Charge, AM/NS 8. Company reserves all the rights regarding execution / billing / payments/ termination of contract of the respective construction works. The contract can be closed with prior notice of 15 days by AM/NS (ArcelorMittal Nippon Steel India Limited) or with immediate effect if required. 9. The Income Tax at the applicable rates shall be deducted from the contractor’s bills and TDS certificate will be issued at the end of the financial year. 10. Acceptance of the additional terms <(>&<)> conditions as communicated by AM/NS from time to time in future if any. 11. Any dispute arises during the execution of the contract between the parties, shall be settled mutually by the parties to the extent possible. In the event that the dispute cannot be settled amicably, then the dispute shall be referred to a Tribunal of 3 (three) Arbitrators comprising of two Arbitrators, one to be nominated by each party and the third Arbitrator to be nominated by the two Arbitrators. The place of Arbitration shall be Kirandul and by mutual consent and with the Page 5 of 5 ArcelorMittal Nippon Steel India Limited AM/NS B/P KIRANDUL Palnar Road,,Near Manual Loading Point,Kirandul,494556,Chhattisgarh,India GSTIN 22AAACE1741P1ZR PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000116225 Date 05.07.2024 Submission Date 15.07.2024 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 null RaviKishore Borra Contact Email ravikishore.borra@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 approval of the Arbitrators, the place of Arbitration can be changed to any other place. Item Note :
