Tender For Civil Works For Pune Service Center-Plant-B, pune-Maharashtra

Tender For Civil Works For Pune Service Center-Plant-B o PR No. PR Item RFQ Item Services for line Item Quantity UOM Technical Details Other Details 1 27021529 10 10 30 S & F OF WALKWAY, ROAD KERB M25 GR. 700 M 20 P & L IN-SITU M40 GRADE (PQC) WITH S/F/P 3,100 M3 10 CONST OF DRY LEAN CONCRETE(DLC) 1,220 M3 Email : ASHISH.DUBEY5@AMNS.IN Contact : Name : Ashish Dubey Item Details : Sr. No. Service Code DESCRIPTION UNIT RATE QTY 1 3013548 DLC - 100 mm thick DLC including compaction, grading with paver machine. Cement, Aggregates,Sand, GGBS or any others materials , equipments are in contractors scope. Mix design will be approved by AMNS. Cost should include all the expenditure for material, permits, excavation, loading, unloading, transportation, placing, compaction ,curing,Mix design, NABL approved Lab tests etc. complete by works as per MORTH specification <(>&<)> instruction of Engineer-in-charge. Cum 5,500.00 1220 2 3016157 PQC - 250 mm thick PQC (M40) with surface vibrator. Cement, Aggregates, Sand, GGBS or any others materials , equipments are in contractors scope. Mix design <(>&<)> joint filling materails will be approved by AMNS. Cost should include Groove cutting, groove filling materials (Sealent), preparation of construction and expansion joint, dowel bar, Separation Membrane of impermeable plastic sheeting 125 micron thick as per drawings specification, Shuttering etc. all the expenditure for material Mix design, permits, excavation, loading, unloading, transportation, placing, compaction,Traffic management with necessary sign board, barricades road area etc. and curing by curing compound/ by providing commentate in cement Mortar 1:8 @ 0.6mX0.6m Centre to Centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75 mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge. complete by works as per MORTH specification <(>&<)> instruction of Engineer-in-charge. Concrete mix design approved by Engineer-in-charge. Cement :- Ultratech , JK cement , Shree cement , ACC , Ambuja . Cum 8,500.00 3100 3 3015964 S <(>&<)> F OF WALKWAY, ROAD KERB M25 GR. Supply <(>&<)> Fixing of Walkway <(>&<)> Road Kerbs M25 Grade and 600mmx300mmx 150mm : Providing , laying and fixing in line and level of precasted Road Kerbs M25 grade including M-15 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, oil bond paint with primer (1 coat primer+2 coats oil yellow <(>&<)> black paint), making drainage openings and curves, MTC <(>&<)> all supply lots material sample testing by NABL approved Lab in present of EIC,area cleaning,bush,excavation, lifting,machine cut,grouting etc, materials, tools, machinery, labour and Hard barrication with safety complete complete as per specifications and drawings as approved by the Engineer-in-charge. (Paint make- Berger,Asian,Nerolac,ICI) Rmt. 630.00 700.00 Sr. No. Service Code DESCRIPTION UNIT RATE QTY 1 Earth Works 1.1 3003928 Excavation for foundations up to 2.0 m depth or part thereof in ALL KIND OF SOIL Cum 350.00 4900 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 PCC 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, a rea hard barrication etc. required for excavation safety, hard barrication and other allied works and refilling the side slopes/working space, hard barrication etc.). Level of excavation will considered average ground filled level after stripping of if any vegetat Page 2 of 55 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( PUNE) Gat No 437 & 442, Golechiwadi, Ambi-Nigade Road,,MIDCTalegaon, Dist PUNE,410507,Maharashtra,India GSTIN 27AAACE1741P1ZH PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000119753 Date 03.09.2024 Submission Date 13.09.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ 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 ion removal/ stripping/debridge removing <(>&<)> area Grading. Average ground level sheet will be considered levele third party NABL approved agency as per instructions of Engineer-in-Charge. 1.2 3003928 Excavation for foundations from 2m to 6m Depth above in ALL KIND OF SOFT ROCK/ HARD ROCK (Plant Area) Cum 850.00 3300 Excavation in all soft and hard rock, using equipments like pick-axe <(>&<)> shovel, Backhoe Loaders, excavators as necessary <(>&<)> including Blasting, Chemical injection, shoring, strutting, bailing, removal of vegetation, shrubs, small trees not exceeding 500.0 mm in girth if any excavating, pumping out of water, carting away and spreading surplus earth etc. complete as per drgs, specifications <(>&<)> as directed by Owner / Consultant, lead upto 500.0 m within site boundary. 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 PCC Area of Foundation only). 1.3 3005416 Backfilling With selected excavated earth Cum 230.00 8800 With selected excavated earth with blasting rock-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 3009062 PROVIDING <(>&<)> LAYING OF RUBBLE SOILING Cum 2350.00 1.00 Providing and laying 230 mm dry rubble soiling stone with maximum 150 mm size hard stones set packing with 2 layers / soling under machine foundation, Rcc floor, foundation, pavement, roads, steps, ramps and other similar locations. Handset vertically in regular lines, interstices filled in with smaller stone chips/filling sand including watering and consolidating with proper compaction by mini vibratory roller/10 Ton roller compactor and compacted surface to achieve 98.5 % of proctor density compaction <(>&<)> finishing to the required levels and lines etc. Excavated soil earth surface also including proper compaction by mini vibratory roller compactor and compacted surface to achieve 98.5 % of proctor density compaction. materials, tools, machinery, labour,dewatering of surface and subsurface water and Hard barrication with safety complete as per instruction by EI (Rubble <(>&<)> void fillup materials to be supplied by Contractor). Including MTC <(>&<)> all test as per standard by approverd NABL. (Net Bottom Area of Foundation as per drawing will Be Paid). 1.5 3003386 SAND FILLING INCLUDING SAND ,WATERING, Filling selected sand cum 1715.00 1.00 Supplying and filling approved quality of sand of Zone IV (free from silt,organic material,clean) below foundation pit, flooring, etc. in layers not exceeding 20cm in depth, each deposited layer to be compacted by ramming watering and dressing ,ramming and consolidating complete. volume with all bye works as per drawing, specification and instruction of the Engineer-in-charge. Cost should include all the expenditure for material, royalty, duties, permits, loading, unloading, transportation, placing, compaction etc. complete bye works as per instruction of EIC. The measurement for payment shall be for the theoretical filling volume only as per drawing i.e. for the volume of the block of the filling having the depth and bottom dimensions as per drawing. (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 Page 3 of 55 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( PUNE) Gat No 437 & 442, Golechiwadi, Ambi-Nigade Road,,MIDCTalegaon, Dist PUNE,410507,Maharashtra,India GSTIN 27AAACE1741P1ZH PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000119753 Date 03.09.2024 Submission Date 13.09.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ 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. ) 1.6 3017939 PROVIED ANTI-TERMITE TREATMENT Sq. m 65.00 1.00 Providing the entire area to be constructed with construction <(>&<)> during construction, anti-termite treatment as per IS - 6316 <(>&<)> with a 10 years guarantee on stamp paper to keep the area free of all subterranean termite infestation. The treatment shall include treating by Epcorn (Express pesticide Pvt. Ltd.) or Pest Control (India) Pvt. Ltd. or Equivalent product. Refer technical specfication for dosage limit. Contractor shall Also provide 10 years performance guarantee as a bank guarantee which is 20% cost of work (Anti-termite Treatment) from Indian Scheduled Bank. a) Termite mounds if any b) Excavated surface and backfilled area around columns, plinth beams etc. c) Surface of plinth beams columns / brick walls below plinth, trenches, etc. d) Top surface of plinth filling and exterior perimeter of the building. (Payment shall be on plinth area basis). 1.7 3016869 Subgrade - Filling with coarse aggregate (Grade - II - 63 to 45mm). Filling as a subgrade including grading <(>&<)> compaction (12 MT vibratory roller rolling, <(>&<)> watering) to achieve CBR Value (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, compaction,NABL approved Lab tests etc. complete by works as per instruction of Engineer-in-charge. Cum 1,300.00 1.00 1.8 3016875 GSB - Filling GSB (Stone dust mixed with crushed aggregate in proportion dust 40%, Aggregate 10mm - 20%, 20mm -20%, 40mm - 20%). Filling as a subgrade including Transportation, grading <(>&<)> compaction (rolling, <(>&<)> watering) to achieve CBR Value (95% Standard Proctor Density)<(>&<)> 300 MM (2 layer-150mm each) 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. and Clause 401-Plant Mix Method and Grading -II Materials complete by works as per instruction of Engineer-in-charge. Cum 1,500.00 1.00 2 Concrete Works 2.1 3012929 Plain Cement Concrete M10 Grade Cum 5500.00 1200 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 . 2.2 3013925 PROVIDING <(>&<)> LAYING SCREED CONCRETE M15 Grade Cum 4500.00 1.00 Providing <(>&<)> laying screed concrete M15 grade with 20mm down graded stone aggregates over basement slabs, making saucer drain, R.C.C. gutter, canopy etc. laid to required slope finishing with a coat of neat cement including hacking of concrete surfaces curing etc. complete as per drawing specification and as directed by Engineer-in-charge. 2.3 3013966 Reinforced Cement Concrete M30 Grade for Sub-structure Cum 7200.00 1400 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. Page 4 of 55 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( PUNE) Gat No 437 & 442, Golechiwadi, Ambi-Nigade Road,,MIDCTalegaon, Dist PUNE,410507,Maharashtra,India GSTIN 27AAACE1741P1ZH PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000119753 Date 03.09.2024 Submission Date 13.09.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ 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 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 . Fill pour card before start concreting and sumit MTC and test reports on the basis of test conduct on site. 2.4 3013967 Reinforced Cement Concrete M30 Grade for Super structure (Upto 6.0 m ht.) Cum 7200.00 600 Supplying Providing and placing of Batching Plant Mixed Concrete for following items, for super structure above plinth level to 6.00m height ,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. If quality issue are found after concreting, vendor shall be attend all tests <(>&<)> rectify free of cost. a) Columns, beams, slab, deck slab, walls, staircase waist slab and steps, lintels,Chajjas etc. with M30 grade concrete having 20 mm down graded coarse aggregate. (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 . Fill pour card before start concreting and sumit MTC and test reports on the basis of test conduct on site 2.5 3013967 Reinforced Cement Concrete M30 Grade for Super structure (From 6.0 m to 12.0 m ht.) Cum 7843.00 1 Supplying, Providing and placing of Batching Plant Mixed Concrete for following items, for super structure from 6.0m to 12.0m height, 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,all NABL lab tests as per instruction of Engineer-in-charge. If quality issue are found after concreting, vendor shall be attend all tests <(>&<)> rectify free of cost. a) Columns, beams,slab,deck slab, walls, staircase waist slab and steps, lintels,Chajjas etc. from 5.0m to 11.0m height with M30 grade concrete having 20 mm down graded coarse aggregate .(Mode of measurement shall be as per IS code) Fill pour card before start concreting and sumit 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 . Cement :- Ultratech , JK cement , Shree cement , ACC , Ambuja . 2.6 3016078 Vacuum dewatered TREMIX Flooring RCC work Cum 8600.00 2400 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, 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. Page 5 of 55 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( PUNE) Gat No 437 & 442, Golechiwadi, Ambi-Nigade Road,,MIDCTalegaon, Dist PUNE,410507,Maharashtra,India GSTIN 27AAACE1741P1ZH PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000119753 Date 03.09.2024 Submission Date 13.09.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ 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 : Appling surface Fosroc Nitobond EP Bonding Agent on floor to bond old concrete with new concrete. The rate for reinforcement to be paid separately. Fill pour card before start concreting and sumit 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 . Cement :- Ultratech , JK cement , Shree cement , ACC , Ambuja . 2.7 3013684 P <(>&<)> L POLYURETHANE SEALANT JOINT Rmt 260.00 4700 CONSTRUCTION AND CONTROL JOINT WITH SEALANT expansion / contraction joints in R.C floor slabs, beams, columns at any floor level. Cutting grooves using floor saw at construction joints 4mm wide <(>&<)> depth 12mm <(>&<)> Control join with panels of size 4.5m x 4.5m for following width and depth. Saw cut shall be performed within 24 hrs from the time of mixing of the concrete. Cost shall include all the material, machine and labour complete for the job etc., complete as directed by Engineer in charge... Filling the joint by sealant with COLPOR200 PS of FOSROC or equallent brand sealant applied over primer laid as per manufactures specifications etc., all complete as directed by Engineer-in-Charge. 2.8 3013683 P <(>&<)> F SHALITEX BOARD IN EXP/CON JOINT Rmt 2450.00 400 Expansion joint FILLER BOARD expansion / contraction joints in R.C floor slabs, beams, columns, brick walls upto 230mm wide at any floor level. Providing and placing of Hydrocel-XL Board in position in horizontal and vertical planes 20 mm thick x 230 mm deep Dura board of Cross Linked Polyethylene Foam in HD-100 Grade, white Colour, Supreme Industries Limited at expansion / isolation joint locations etc.., including top 20 x 50 mm to be cut in proper line and refixing in position using double sided adhesive tape, for filling the sealant with COLPOR200 PS of FOSROC or equallent brand sealant applied over primer laid as per manufactures specifications etc as directed by Engineer-in-Charge. 2.9 3009006 Providing <(>&<)> Laying Grouting Cum. 60000.00 30 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. 2.10 3013979 P/E formwork below plinth 6.00mtr <(>&<)> up to plinth level ( Sub Structure) Sqm 625.00 4900 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. 2.11 3013980 P/E formwork above plinth level up to 6.0m height Sqm 650.00 2700 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, aligning to line <(>&<)> levels, smooth surface finishing <(>&<)> complete as per Engineer In charges instructions etc. complete (Net area of concrete formed shall be measured): For exposed surfaces from plinth to 6.00mtrs level for super structures (up to first floor Top). Material of form for columns should be of MS sheet and frame. 2.12 3013980 P/E formwork from 6.0m up to 12.0m height (super structures) Sqm 750.00 1 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, aligning to line <(>&<)> levels, smooth surface finishing <(>&<)> complete as per Engineer In charges instructions etc. complete (Net area of concrete formed shall be measured): For exposed surfaces from 6.0mtr to 12.0mtrs level for super structures( from first floor to Third Floor Top). Material of form for columns should be of MS Page 6 of 55 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( PUNE) Gat No 437 & 442, Golechiwadi, Ambi-Nigade Road,,MIDCTalegaon, Dist PUNE,410507,Maharashtra,India GSTIN 27AAACE1741P1ZH PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000119753 Date 03.09.2024 Submission Date 13.09.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ 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 sheet and frame. 2.13 3015471 P/B Reinf bars HYSD Grade CRS / Fe550D conforming to IS:1786. MT 81800.00 400 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.. (Steel rebar will be Provided by Vendor).. (Make - TISCO, SAIL, VIZAC, ET, JSW, TATA, ). 2.14 S<(>&<)>F PRECAST RCC M25 UNITS Providing and laying in M25 Grade precast reinforced cement concrete cover / slab, kerb stones of required length and width with lifting hooks, edge protections, including shuttering to give smooth finish, lifting, placing in position and sealing of joints complete, but excluding cost of reinforcement, corner edge protection angles, inserts etc. 3014045 S<(>&<)>F PRECAST RCC M25 UNITS UPTO WT 0.5T : For individual unit weight not exceeding 500 kg Cum 6500.00 1.00 3014046 S<(>&<)>F PRECAST RCC M25 UNITS WT .5T TO 1.5T : For individual unit weighing more than 500 kg Cum 6500.00 1.00 2.15 3013975 Supplying, erecting <(>&<)> fixing Foundation anchor bolts MT 100000.00 40.00 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. 2.16 3013937 PROVIDE <(>&<)> FIX DEEP FOUNDATION POCKET Sq. m 750.00 1.00 Providing and leaving pockets in concrete to facilitate grouting of anchor bolts, foundation bolts including required form-work; wooden or steel templates, cleaning, chipping as specified <(>&<)> directed by engineers. (Contact area of form-work shall be measured for payment). 2.17 3012153 P<(>&<)>F M S Inserts as per Drawing at All Level MT 110000.00 3.00 Supply, Fabrication <(>&<)> Erection insert plates, Angles, channels, Pipe, plain rod bar, lugs <(>&<)> all others inserts in All Sizes Fabricating and fixing in concrete structure, at all levels and positions, Mild Steel inserts like plates, angle iron, flats, channels ,Pipe, rod including, welding wherever necessary, including painting the exposed surface with 2 coats of approved quality paint over and including a coat of primer, welding wherever necessary, complete ascomplete as per drawing and specification and as per instruction of the Engineer-In-charge and protect-ing the same till final erection. Note : Inserts MS Structures as per approved make in supply by vendor. 3 Architectural Works 3.1 3013936 P/L BM superstructure above Plinth up to 12m 230mm thk. (1:4) Cum 7500.00 730 Providing First class clay burnt red brickwork 230mm thick Brick 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. Page 7 of 55 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( PUNE) Gat No 437 & 442, Golechiwadi, Ambi-Nigade Road,,MIDCTalegaon, Dist PUNE,410507,Maharashtra,India GSTIN 27AAACE1741P1ZH PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000119753 Date 03.09.2024 Submission Date 13.09.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ 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 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 test report. 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 . The brick work shall conform to IS:2212, Sand shall conform to IS:2116, Cement shall conform to IS:269, Cement mortar shall conform to IS:2250 and Brick shall conform to IS:3495. 3.2 3003015 P/L BM superstructure above Plinth up to 12m 115mm thk. (1:4) sqm 1450.00 300.00 Providing First class clay burnt red brickwork 115mm thick brick 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 test report. a)115 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 . The brick work shall conform to IS:2212, Sand shall conform to IS:2116, Cement shall conform to IS:269, Cement mortar shall conform to IS:2250 and Brick shall conform to IS:3495. 3.2 3009646 P/A internal plaster 12mm thk with CM (1:4 ) up to 12.0m height Sqm 445.00 4478 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 12m height Sqm 590.00 4478 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 100.00 4478 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. 3.5 3013930 Weather Proof Painting to external surface of walls Sqm 205.00 4478 Finishing walls at all heights with two or more coats to get even shade or surface of Acrylic Smooth exterior paint or equivalent of Page 8 of 55 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( PUNE) Gat No 437 & 442, Golechiwadi, Ambi-Nigade Road,,MIDCTalegaon, Dist PUNE,410507,Maharashtra,India GSTIN 27AAACE1741P1ZH PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000119753 Date 03.09.2024 Submission Date 13.09.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ 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 required shade, brand (manufacture) and quality on plaster work, over and including primer coat to give an even shade. 3.6 3005761 Providing <(>&<)> laying Polymer Modified Bituminous Roof Water Proofing <(>&<)> Parapet walls Sqm 650.00 100 P <(>&<)> L Bituminous membrane for waterproofing shall be 4mm thick prefabricated polymer (APP-atactic polypropylene) modified and shall be reinforced with nonwoven Polyester. all materials as approved quality shall be used. All works to be completed as per instruction of Engineer In charge. Note : Providing and laying with a 10 years guarantee of material <(>&<)> applicator on stamp paper to keep the area water proofed. Hydrotesting and all necessary crevices filling with injection grouting to be carried out before applying first layer. 3.7 3016867 Expansion joints in Concrete with Polymer Board, sealant and G.I. Sheet Covering Rmt 450.00 1 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. 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. Unit= Nos = Rmt 3.8 3008420 P/F HDPE pipe inside cable trench pardi 80mm Rmt 250.00 1 Providing and fixing HDPE pipes laying in Concrete or masonry wall, having including all related fittings, including fixing the pipe at required spacing. This includes jointing of pipes <(>&<)> fittings with one step solvent cement and testing of joints complete as per direction of Engineer In charge. 3.9 3008173 P/F PVC Pipe inside Cable Trench - 150mm dia Rmt 360.00 1 Providing and fixing PVC pipes laying in Concrete or masonry wall, having including all related fittings, including fixing the pipe at required spacing. This includes jointing of pipes <(>&<)> fittings with one step solvent cement and testing of joints complete as per direction of Engineer In charge. Make : SUPREME/FINOLEX 3.10 3003560 P/F 100mm dia 6kg PVC pipe Rmt 450.00 1 Providing and fixing PVC pipes laying in Concrete or masonry wall, having including all related fittings, including fixing the pipe at required spacing. This includes clamps,screws,scaffolding for fixing ,jointing of pipes <(>&<)> fittings with one step solvent cement and testing of joints complete as per direction of Engineer In charge. 3.11 3014063 S<(>&<)>F PRECOATED STEEL FLUSH DOOR Sqm 3500.00 1 Providing and fixing of powder coated 46mm thick fully flush double skin Non Fire rated Hollow metal door at all levels from certified Manufacturer. All hollow metal general doors with or without vision panel. Pressed Galvanized steel Single /Double leaf to required sizes of approved make Shakti met-door or approved equivalent which consists of frame, shutter, infill and finish as detailed below and conforming to applicable standards . Door shutters should be made of minimum 18 gauge MS sheets with stiffeners made of channel 25mm wide x 3.15mm thick. Rate should include supply and installation of door and hardware set - Ball bearing hinges, Door Pull, Heavy Duty Door Closer, Mortise locks, Lever Action Flush Bolt, Self adhesive sponge seal for frames, Floor stop, self adhesive sponge seal for frames, etc (Approved Make Shakti-Hormann, Dorma or Equivalent) 3.12 3019413 SUPPLY <(>&<)> INSTALLATION OF FIRE DOOR Nos 24000.00 1 Providing and fixing of powder coated 46mm thick fully flush double skin Hollow metal fire rated doors (2hrs fire rated, with vision panel) at all levels from certified Manufacturer. Fire door should be as per applicable codes. Recommended fire door shall be tested and certified by Page 9 of 55 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( PUNE) Gat No 437 & 442, Golechiwadi, Ambi-Nigade Road,,MIDCTalegaon, Dist PUNE,410507,Maharashtra,India GSTIN 27AAACE1741P1ZH PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000119753 Date 03.09.2024 Submission Date 13.09.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ 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 a third party evaluation program from approved international agency and labeled. Pressed Galvanized steel Single /Double leaf door of approved make which consists of frame, shutter, infill and finish as detailed below and conforming to applicable standards. Door shutters should be made of minimum 18 gauge MS sheets with stiffeners made of channel 25mm wide x 3.15mm thick. Rate should include supply and installation of door and hardware set - Ball bearing hinges, Door Pull, Heavy Duty Door Closer, Mortise locks, Lever Action Flush Bolt, Self adhesive sponge seal for frames, Floor stop, self adhesive sponge seal for frames, etc (Size <(>&<)> Approved make Shakti-Hormann, Dorma or Equivalent) 4 Other Necessary works 4.1 3012669 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 and directions of the Engineer, all materials, tools, plant and labour complete (Max. 1.0m length above pile cut-off lvl.) Unit : Nos = Rmt (a) 450mm Dia pile Rmt 1500.00 0.00 4.2 3005428 Bitumin paint -Includes Material <(>&<)> apply Sq. m 250.00 1 Providing <(>&<)> applying three coats of Bitumen Emulsion Protective Paint of approved make <(>&<)> quality on tanks resting pads/UG foundation etc. as per manufacturers specification and as directed by the Owner / Consultant. Rate to include surface preparation and scaffolding etc. 4.3 3008803 PCC/RCC Dismantling Incl. All Cum 2050.00 1.00 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 <(>&<)> as per direction of Engineer-in-charge: Before breaking any area measurement to be record with the Engineer-in-charge for payment. 4.5 3012225 RCC CUTTING BY DIAMOND CUTTER Rmt 595.00 1.00 DIAMOND SAW CUTTING IN RCC Diamond saw cutting in RCC floor 300mm depth as per specifications and directions of the Engineer-in-charge, all including materials, tools, machinery, labour, area hard barrication and with safety complete. Before cutting any area measurement to be record with the Engineer-in-charge for payment. 4.5 3009457 Providing <(>&<)> Fixing of Mechanical Anchor Providing and fixing in position Mechanical anchor fasteners in concrete of approved make <(>&<)> quality and fixing them in position at correct location, lines and levels as per manufacturers specifications as directed and instructed by Engineer / Owner including making good concrete / masonry surface after inserting the fastener (Hilti ). 12 mm diameter Nos 300.00 1.00 16 mm diameter Nos 450.00 1.00 20 mm diameter Nos 900.00 1.00 24 mm diameter Nos 1200.00 1.00 4.6 3013751 P<(>&<)>F CHEMICAL ANCHOR BOLT Providing and fixing in position Chemical (with HAS-E rod of 5.8 Grade and RE-500 Chemical anchors of HILTI make ) anchor fasteners in concrete of approved make <(>&<)> quality and fixing them in position at correct location, lines and levels as per manufacturers specifications as directed and instructed by Engineer / Owner including making good concrete / masonry surface after inserting the fastener (Hilti ). 12 mm diameter Nos 425.00 1.00 16 mm diameter Nos 650.00 1.00 20 mm diameter Nos 1200.00 500.00 24 mm diameter Nos 1900.00 1.00 4.7 3008910 P<(>&<)>A of Epoxy Lining Supplying and providing Epoxy lining inside of RCC tank (minimum 300 micron thick) including surface preparation, application of epoxy lining etc. as per manufacturers specification and drawing complete as directed Page 10 of 55 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( PUNE) Gat No 437 & 442, Golechiwadi, Ambi-Nigade Road,,MIDCTalegaon, Dist PUNE,410507,Maharashtra,India GSTIN 27AAACE1741P1ZH PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000119753 Date 03.09.2024 Submission Date 13.09.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ 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 by Owner/Consultant. Sq. m 800.00 1100.00 4.8 3011974 PROVIDING <(>&<)> FIXING RUBBER WATER STOPPER Supplying and installation of A hydrophilic water stop/bar of butyl rubber of a minimum cross sectional size of 25.4 mm x 25.4 mm and capable of swelling more than 200% of its original volume when in contact with water at all elevations including labour, materials, equipment, cutting, bending, jointing, handling etc. all complete as per specification, drawings and instructions directed by the Owner/Consultant. The wings of the water stops shall be formed with corrugations or bulbs. The tensile strength not is less than 10 N/mm2 when tested in accordance with ASTM D 412. Rmt 297.00 250.00 4.9 3016050 CORE CUTTING IN RCC<(>&<)>DISPOSING THE DEBRIS Providing and drilling core cutting of required dia outlets using low vibration mechanical means drilling equipment of approved makes as directed by the E-in-C cost to include identification of embedded reinforcement using protometer, closing of correct using self sealing non shrink grouts of approved makes either single or double component with necessary foam work, staging tools, etc. Holes upto and including 75mm, Depth up to 400mm Nos 1800.00 1.00 Holes 100-150mm, Depth up to 400mm Nos 2000.00 1.00 Holes 150 to 200mm, Depth up to 400mm Nos 2200.00 1.00 4.10 3014028 PROVIDING <(>&<)> LAYING WATERPROOFING Fire Water Tank water proofing : Providing and laying with a 10 years guarantee of material <(>&<)> applicator on stamp paper to keep the area water proofed. Integral cement based DR. FIXIT FASTFLEX 113 water proofing treatment including preparation of surface as required for treatment of raft bottom <(>&<)> wall etc consisting of following operations : 1. All joints should be grander, cracks repair and surface clean properly. Any surface cracks <(>&<)> joints cracks repair <(>&<)> open with grander and fill to use For a waterproofing coating Mix Dr fixit 301 URP: Cement in the ratio 1:1.5 by volume waterproofing and repairs of leakages. 2. Ensure wall should be dampproof condition before applying this material ( Clean wall surface by wet cloth before applying Dr Fixit fastflex ) 3. Two type of material one is powder form each bag will be 28 kg (inside bag 4 pockets and each pocket weight is 7 kg) 4. Another is liquid form 20 Liter (one box inside 04 Ken each ken is 5 litter ). 5. Both materials should be mix by putty Mixing machine properly then start applying by Bruss on wall each coat should be 400 to 500 microns 6. Use in two coats. Do not leave first coat dry longer than 8 hours. 7. On the second day of completion of the second coat, sprinkle light water only for one day. 8. Leave Dr. Fixit fastflex at least 7 days to hessian cloth cure before filling or sealing water to test leaks. Sqm 550.00 500.00 4.11 3011662 SUPPLY <(>&<)> FIXING OF REBAR ANCHORAGE Providing <(>&<)> Injecting of Rebar Anchors adhesive HILTI HIT- RE 500 for following reinforcement bars, work done as per manufacturers specification <(>&<)> complete as per drawing (Note :- Work done by manufacturer approved trained applicators ) 10mm dia up to 150 mm long Nos 300.00 1.00 12mm dia up to 150 mm long Nos 500.00 1.00 16mm dia up to 250 mm long Nos 900.00 1.00 20mm dia up to 300mm long Nos 1500.00 1.00 4.12 3002620 50 MM THK. IPS FLOORING INCL.SAND,CURING IPS flooring (cast in situ) including galss dividing strips, finishing, levelling, floating, power trowelling etc. with minimum 50 mm thick admixed with Fosroc Nitobond SBR or equivalent @ 2 liters / bag of cement with slope of 1 in 100 as per standard practice for easy flow of water. Grey Hardener (BASF,SIKA , FOSROC) Sqm 700.00 1.00 4.13 3019224 PROVIDING <(>&<)> LAYING IPS INCL CEMENT , Grade M25 For Tank Floors: Providing <(>&<)> applying IPS flooring with non metallic hardener (BASF,SIKA , FOSROC) , minimum 50 mm thick admixed with FOSROC NITOBOND Page 11 of 55 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( PUNE) Gat No 437 & 442, Golechiwadi, Ambi-Nigade Road,,MIDCTalegaon, Dist PUNE,410507,Maharashtra,India GSTIN 27AAACE1741P1ZH PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000119753 Date 03.09.2024 Submission Date 13.09.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ 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 SBR or equivalent @ 2 liter / bag of cement with slope of 1 in 100 as per standard practice for easy flow of water. Cum 750.00 1.00 4.14 3008910 P<(>&<)>A of Epoxy Lining Epoxy flooring: Providing <(>&<)> laying minimum 3 mm thick Epoxy flooring conforming to IS 4631-1986, including surface preparation, primer application, epoxy under laying course and the final self leveling layer of epoxy coating, all complete, dust free <(>&<)> as directed by the engineer in charge at site. Sqm 850.00 13390.00 4.15 3017792 CONST. OF RAIN WATER HARVESTING SYSTEM Providing Rain Water Harvesting System Providing percolation pit for rain water harvesting system (consisting water collection cum filteration pit with precast cover as per drawings), PVC well casting and screen pipes (Dia 200 mm) (AS per ASTM-D-1785, DIN 4925 and IS: 12818) and Bore hole drilling dia. 450 mm <(>&<)> up to depth 150Rmt including drilling for water injection pipe, earthwork in cutting for pit, providing filter layer inclusive of supply of all other required materials, consumables and tools, etc., all complete. Rate including electrical logging test for design depth up to under ground second river (Aquifer layer) <(>&<)> details report By Govt. authorised certified vendor. Unit : LO = Nos Nos. 150000.00 0 4.16 3006208 FIXING OF CHAIN LINK FENCING Chain Link Fencing up to 2.5m above FGL/RTL Providing, transporting, fabricating <(>&<)> installing Galvanized steel chain link fencing mesh wires fencing 50mm mesh x 2.5mm mesh wires, 2.5m height (above finished ground level/RTL) with painted MS angle (65x65x6) and other fixtures as per specification embedded in the ground with M15 grade concreting (400x400x600mm), shuttering,excavation, backfilling for 600mm below FGL spaced at approx. 3.0M c/c and 2 supports bracing on all corners or 9m c/c with concrete grout (700x700x600mm)and at change of direction. Chain link shall be fixed with line post properly as per drawings and approved with Engineer-In-Charge. Machines straightened rods of 6mm dia. on all line posts incl. top, bottom and central guide GI coated wires. The guide with tension adjustment to chain link fencing complete all as per drawings. Make : SAIL, TATA, JSW sq.m 1500.00 1.00 4.17 3008804 Breaking of Brick / Block Masonry Cum 1000.00 1.00 Dismentling brickwork 300mm thick Brick /Block masonry manually/by mechanical means including 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, 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 <(>&<)> brickwork complete with all bye works as per drawing, specification and instruc-tions of the Engineer In charge. a) 300 mm thick (in cement mortar 1:4). No saperate payment will be made for form work, scaffolding or other related works. Before breaking any area measurement to be record with the Engineer-in-charge for payment. 4.18 3008810 10 KLD STP EFFLUENT ANALYSIS Package Type Sewage Treatment Plant (10 KLD), including design, civil drawings, Preparing all civil related activities, electrical connection and operation <(>&<)> necessary plumbing as completed as per manufacturing specification <(>&<)> drawings complete as dircted by Engineer-in-charge. Nos. 1,400,000.00 1.00 Sr. No. Service Code DESCRIPTION UNIT RATE QTY 1 Earth Works 1.1 3003928 Excavation for foundations up to 2.0 m depth or part thereof in ALL KIND OF SOIL Cum 350.00 5600 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 12 of 55 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( PUNE) Gat No 437 & 442, Golechiwadi, Ambi-Nigade Road,,MIDCTalegaon, Dist PUNE,410507,Maharashtra,India GSTIN 27AAACE1741P1ZH PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000119753 Date 03.09.2024 Submission Date 13.09.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ 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 PCC 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, a rea hard barrication etc. required for excavation safety, hard barrication and other allied works and refilling the side slopes/working space, hard barrication etc.). Level of excavation will considered average ground filled level after stripping of if any vegetat ion removal/ stripping/debridge removing <(>&<)> area Grading. Average ground level sheet will be considered levele third party NABL approved agency as per instructions of Engineer-in-Charge. 1.2 3003928 Excavation for foundations from 2m to 9.5m Depth above in ALL KIND OF SOFT ROCK/ HARD ROCK (Plant Area) Cum 850.00 3700 Excavation in all soft and hard rock, using equipments like pick-axe <(>&<)> shovel, Backhoe Loaders, excavators as necessary <(>&<)> including Blasting, Chemical injection, shoring, strutting, bailing, removal of vegetation, shrubs, small trees not exceeding 500.0 mm in girth if any excavating, pumping out of water, carting away and spreading surplus earth etc. complete as per drgs, specifications <(>&<)> as directed by Owner / Consultant, lead upto 500.0 m within site boundary. 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 PCC Area of Foundation only). 1.3 3005416 Backfilling With selected excavated earth Cum 230.00 3700 With selected excavated earth with blasting rock-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. ) 2 Water proofing <(>&<)> Grouting 2.1 3014028 PROVIDING <(>&<)> LAYING WATERPROOFING Sqm 870.00 1 Providing and laying Kota Stone Waterproofing to base, walls <(>&<)> vertical faces of underground machine foundation structures Providing and laying integral cement based treatment for water proofing on horizontal <(>&<)> vertical surface at all depth below ground level for under ground structures as directed by Engineer-in-Charge and consisting of : i) 1st layer of 20 mm thick approved and specified rough stone slab over a 20 mm thick base of cement mortar 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound of Fosroc/Pidilite/Sika/CICO or approved equivalent conforming to IS:2645 in the recommended proportion over the leveling course. Joints sealed and grouted with cement slurry mixed with water proofing compound. in recommended proportions with a gap of 20 mm (minimum) between stone slabs and the receiving surfaces and filling the gaps with neat cement slurry mixed with water proofing compound and finishing the exterior of stone slab with cement mortar 1:3 (1 cement : 3 coarse sand) 20 mm thick with neat cement punning mixed with water proofing compound in recommended proportion complete at all levels. If leakage is found after Page 13 of 55 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( PUNE) Gat No 437 & 442, Golechiwadi, Ambi-Nigade Road,,MIDCTalegaon, Dist PUNE,410507,Maharashtra,India GSTIN 27AAACE1741P1ZH PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000119753 Date 03.09.2024 Submission Date 13.09.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ 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 completion of the work, the vendor shall be attend water tight <(>&<)> leak proof free of cost. As directed of the Engineer in charge. Note : Providing and laying with a 10 years guarantee of material <(>&<)> applicator on stamp paper to keep the area water proofed. 2.2 3012065 WATERPROOFING CEMENTITIOUS BASE Kg 570.00 1800.00 Crystalline Waterproofing Treatment in foundation Base raft <(>&<)> cellar wall Providing performance enhancing waterproofing additives of M/S .SP Concare MR.DRY 701 in concrete Mix. Consumption 4.5Kg/cubic meter considering 9 bag of cementand M30 grade concrete at site (Consumption may change as per concrete Mix Design). If leakage is found after completion of the work, the vendor shall be attend water tight <(>&<)> leak proof free of cost. As directed of the Engineer in charge. Note : Providing and laying with a 10 years guarantee of material <(>&<)> applicator on stamp paper to keep the area water proofed. 2.3 3009006 PROVIDING <(>&<)> LAYING GROUTING Cum 60000.00 80.00 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. 3 Concrete Works 3.1 3012929 PROVIDING <(>&<)> LAYING PCC M10 Cum 5500.00 332.00 Providing and laying plain cement concrete Garde M10 with 40 mm downgraded coarse aggregate 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, area hard barrication,dewatering of surface and subsurface water 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 . 3.2 3011816 PROVIDING <(>&<)> LAYING RCC M30 Cum 7600.00 3400.00 Reinforced Cement Concrete M30 Grade for Sub-structure <(>&<)> Super structure at all height Supplying, Providing and placing of Batching Plant Mixed Concrete for following items including compacting with mechanical vibrators, curing, mix design 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 as per instruction of Engineer-in-charge. a) Machine foundation, 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) Concrete mix design approved by Engineer-in-charge. Including MTC <(>&<)> all test as per standard by approverd NABL. all including materials, tools, machinery, labour, area hard barrication,dewatering of surface and subsurface water and with safety complete. Fill pour card before start concreting and sumit 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 . Cement :- Ultratech , JK cement , Shree cement , ACC , Ambuja . 3.3 3009062 PROVIDING <(>&<)> LAYING OF RUBBLE SOILING Cum 2350.00 1.00 Providing and laying 230 mm dry rubble soiling stone with maximum 150 mm size hard stones set packing with 2 layers / soling under machine foundation, Rcc floor, foundation, pavement, roads, steps, ramps and other similar locations. Handset vertically in regular lines, interstices filled in with smaller stone chips/filling sand including watering and consolidating with proper compaction by mini vibratory roller/10 Ton roller compactor and compacted surface to achieve 98.5 % of proctor density compaction <(>&<)><(>&<)> finishing to the required levels and lines etc. Excavated soil earth surface also including proper Page 14 of 55 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( PUNE) Gat No 437 & 442, Golechiwadi, Ambi-Nigade Road,,MIDCTalegaon, Dist PUNE,410507,Maharashtra,India GSTIN 27AAACE1741P1ZH PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000119753 Date 03.09.2024 Submission Date 13.09.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ 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 by mini vibratory roller compactor and compacted surface to achieve 98.5 % of proctor density compaction. materials, tools, machinery, labour,dewatering of surface and subsurface water and Hard barrication with safety complete as per instruction by EI (Rubble <(>&<)> void fillup materials to be supplied by Contractor). Including MTC <(>&<)> all test as per standard by approverd NABL. (Net Bottom Area of Foundation as per drawing will Be Paid). 3.4 3012151 FORM WORKS OR SHUTTERING Sqm 785.00 15300.00 P/E formwork for Sub-structure <(>&<)> Super structure at all height Shutterung Work Providing, erecting and removing formwork for concrete items including forming chamfers, drip moulds, etc. and including scaf folding, centring, finishing concrete surface after striking the formwork etc. complete (Net area of concrete formed shall be measured) : For non-exposed surfaces for all depths up to below plinth level for sub structures. 3.5 3012154 PROVIDE <(>&<)> FIX DEEP POCKET Nos 700.00 1000 Provide <(>&<)> Fix deep pocket of all size <(>&<)> depth Providing, fixing, line, leveling and removing formwork for Pocket shuttering for foundation bolts including cleaning pocket inside after concreating, materials, tools, machinery, labour with safety complete as per instruction by EI. 3.6 3012667 P/B REINF BARS HYSD GRADE FE550D MT 81800.00 400.00 P/B Reinf bars HYSD Grade Fe550D conforming to IS:1786. Providing, cleaning, cutting, bending, supporting, placing, binding with 16 SWG soft annealed wire and placing in position steel reinforcement on/at all levels and locations as per all Rcc 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. , all including materials, tools, machinery, labour, area hard barrication and with safety complete. (Make - TISCO, SAIL, VIZAC, ET, JSW, TATA, ). (Steel rebar will be Provided by Vendor). 3.7 3012765 P<(>&<)>F of MS INSERTS AS PER DRAWING @ALL LEVEL Kg 143.00 60000.00 Supply,Fabrication <(>&<)> Erection insert plates, Angles, channels, plain rod bar, lugs <(>&<)> all others inserts in All Sizes Fabricating and fixing in concrete structure at all levels and positions, Mild Steel inserts like rod bar, lugs, plates, angle iron, flats, channels, rod including, welding wherever necessary, complete as per drawing and specification and as per instruction of the Engineer-In-charge and protect-ing the same till final erection. Note : Inserts MS Structures in supply by vendor. 3.8 3012245 P<(>&<)>F MS INSERTS AS PER DRAWING @ALL LEVEL Rmt 4700.00 300.00 S/F/E Steel Pipe 75 mm Dia.sleeves conduit and pipes Supplying, fabricating and fixing in concrete and masonry, at all levels and positions, Approved MS pipe Steel inserts like pipe sleeves, conduit pipes, pipe specials etc.lugs <(>&<)> all others inserts including, welding wherever necessary, complete as per drawing and specification and as per instruction of the Engineer-In-charge and protect-ing the same till final erection. 3.9 3012245 P<(>&<)>F MS INSERTS AS PER DRAWING @ALL LEVEL Rmt 360.00 600.00 S/F/E PVC Pipe 125 mm Dia.sleeves conduit and pipes Supplying, fabricating and fixing in concrete and masonry, at all levels and positions, Approved IS standard PVC pipe (6kg/cm2) like pipe sleeves, conduit pipes, pipe specials etc. <(>&<)> including concreting In perfect alignment at location indicated in drawing, complete as per drawing and specification and as per instruction of the Engineer-In-charge and protect-ing the same till final erection. 3.10 3012480 PROVIDING AND LAYING BLOCK MASONRY Cum 7300.00 1.00 P/L BM 200mm thk. CM 1:4 Below in sub-structure <(>&<)> superstructure Providing Block masonry 200 mm thick in cement mortar 1:4 in foundation including Providing, screw,joint filler mortar, scaffolding, curing, raking of joints etc complete as directed by Engineer-In-charge. Page 15 of 55 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( PUNE) Gat No 437 & 442, Golechiwadi, Ambi-Nigade Road,,MIDCTalegaon, Dist PUNE,410507,Maharashtra,India GSTIN 27AAACE1741P1ZH PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000119753 Date 03.09.2024 Submission Date 13.09.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ 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 Cement :- Ultratech , JK cement , Shree cement , ACC , Ambuja . Any Other make vendor has to take prior approval 3.11 3003015 BLOCK WORK OF 115 MM THICK INCL. BLOCK, Sqm 1450.00 1.00 P/L BM 115mm thk. CM 1:4 Below in sub-structure <(>&<)> superstructure Providing Block masonry 115 mm thick in cement mortar 1:4 in foundation including Providing, screw,joint filler mortar, scaffolding, curing, raking of joints etc complete as directed by Engineer-In-charge. Cement :- Ultratech , JK cement , Shree cement , ACC , Ambuja . Sr. No. Service Code DESCRIPTION UNIT RATE QTY 1 3003924 Excavation : Excavation for Drain work 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 uneven area filling and proper compaction Subgrade area with watering and compaction by use mechanical rammers / plate compactor/ baby roller complete as directed to its maximum dry density and at optimum moisture content etc compaction 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 Drain 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,NABL approved Lab tests, hard barrication etc.). Level of excavation will considered average ground filled level after stripping of if any vegetation removal/ stripping/debridge removing <(>&<)> area Grading. Average ground level sheet will be considered leveled jointly with third party NABL approved agency as per instructions of Engineer-in-Charge. cum 350.00 3090.00 2 3005416 Backfilling With selected excavated earth With selected excavated earth/slag-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. ) Cum 230.00 1240 3 3012929 Plain Cement Concrete M10 Grade 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 . cum 5500.00 160.00 4 3003386 P<(>&<)>F RIVER SAND IN DRAIN BOTTOM Supplying and filling approved quality of sand of Zone IV (free from silt,organic material,clean) below foundation pit, flooring, etc. in layers not exceeding 20cm in depth, each deposited layer to be compacted by ramming watering and dressing ,ramming and consolidating complete. volume with all bye works as per drawing, specification and instruction of the Engineer-in-charge. Cost should include all the expenditure for material, royalty, duties, permits, loading, unloading, Page 16 of 55 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( PUNE) Gat No 437 & 442, Golechiwadi, Ambi-Nigade Road,,MIDCTalegaon, Dist PUNE,410507,Maharashtra,India GSTIN 27AAACE1741P1ZH PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000119753 Date 03.09.2024 Submission Date 13.09.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ 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 transportation, placing, compaction etc. complete bye works as per instruction of EIC. The measurement for payment shall be for the theoretical filling volume only as per drawing i.e. for the volume of the block of the filling having the depth and bottom dimensions as per drawing. (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. ) Approved Quality of River Sand Brought from outside. cum 1715.00 160.00 5 3012374 PROVIDING <(>&<)> LAYING CONDUIT <(>&<)> HUME PIPE Providing, fixing and jointing belowground Reinforced Concrete(RCC), Medium duty,Non-pressure Pipes, Class NP3, with ends of the pipes suitable for flush joints conforming to local standards pipes suitable for flush joints with collars and other fittings etc. of approved make including making excavating the earth upto 1.5 mtr deep <(>&<)> required width, consolidating and disposal of surplus excavated soil within 2 km . Encasing of hume pipe with PCC (1:4:8) <(>&<)> murrum filling as per IFC drg or directed by the Engineer in-charge, laying the pipe, formwork, encasing with cement mortar and gravel/murrum all-round the pipe of thickness as per IFC drawing, refilling the soil, compact the filled soil, etc. complete including testing of pipelines as per spec. also work involves for road crossing. Nominal diameter of the pipe in mm Note : As per AIL approved make with MTC. 5.1 P<(>&<)>L NP-3 HUME PIPE 300 MM DIA Rmt 1783.00 100.00 5.2 P<(>&<)>L NP-3 HUME PIPE 450 MM DIA Rmt 3792.00 300.00 5.3 P<(>&<)>L NP-3 HUME PIPE 600 MM DIA Rmt 4958.00 1000.00 6 3016147 P/L PRECAST TRENCH/DRAIN COVER P<(>&<)>L PRECAST U SHAPE DRAIN T25 WITH COVER Providing <(>&<)> laying ,unloading of Precast drain, covers, Stacking the same, shifting of the precast drain as per the direction of engineer. The drain should be in line and level as per IFC drg. Measurement will be based on running meter of drain. The rates will be including fixing of cover. Drain including goorve filling (GP2 Fosroc-M65), drainage hole as per IFC design drawings <(>&<)> oil bond paint with primer (1 coat primer+2 coats oil yellow <(>&<)> black paint), making drainage openings and curves, MTC <(>&<)> all supply lots material sample testing by NABL approved Lab in present of EIC, area cleaning, lifting,machine cut ,grouting etc, materials, tools, machinery, labour and Hard barrication with safety complete complete as per specifications and drawings as approved by the Engineer-in-charge. (Paint make- Berger ,Asian,Nerolac,ICI) Note : As per AMNS approved make with MTC. (Make : FUJI Silvertech or AMNS approved Make before supply materials) Drain 300mm x 300mm (T-25) Rmt 1000.00 0.00 Drain 450mm x 450mm (T-25) Rmt Drain 600mm x 600mm (T-25) Rmt Drain 750mm x 750mm (T-25) Rmt Drain 900mm x 900mm (T-25) Rmt 4000.00 2100 Drain 1200mm x 1200mm (T-25) Rmt 7 3002624 DRAINAGE CLEANING OF BIG CHAMBERS P<(>&<)>L IC 1.2X1.2 UP TO 2M DEPTH WITHCOVER Manhole 230mm brick masonry chamber access with RCC precast cover of 100 mm for individual unit weight not exceeding 500 kg up to 2000mm including making excavating the earth upto 2000 mm deep <(>&<)> required width, consolidating and disposal of surplus excavated soil within 5 km, providing 230mm rubble, PCC M:10 as directed by the Engineer in-charge, formwork, 12mm thick internal plaster, refilling the soil, compact the filled soil, etc as per given IFC drawing. 1200 x 1200mm internal dimension Nos 40000.00 20.00 Item Note : Sr. No. Service Code DESCRIPTION UNIT RATE QTY 1 3013548 DLC - 100 mm thick DLC including compaction, grading with Page 17 of 55 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( PUNE) Gat No 437 & 442, Golechiwadi, Ambi-Nigade Road,,MIDCTalegaon, Dist PUNE,410507,Maharashtra,India GSTIN 27AAACE1741P1ZH PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000119753 Date 03.09.2024 Submission Date 13.09.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ 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 paver machine. Cement, Aggregates,Sand, GGBS or any others materials , equipments are in contractors scope. Mix design will be approved by AMNS. Cost should include all the expenditure for material, permits, excavation, loading, unloading, transportation, placing, compaction ,curing,Mix design, NABL approved Lab tests etc. complete by works as per MORTH specification <(>&<)> instruction of Engineer-in-charge. Cum 5,500.00 1220 2 3016157 PQC - 250 mm thick PQC (M40) with surface vibrator. Cement, Aggregates, Sand, GGBS or any others materials , equipments are in contractors scope. Mix design <(>&<)> joint filling materails will be approved by AMNS. Cost should include Groove cutting, groove filling materials (Sealent), preparation of construction and expansion joint, dowel bar, Separation Membrane of impermeable plastic sheeting 125 micron thick as per drawings specification, Shuttering etc. all the expenditure for material Mix design, permits, excavation, loading, unloading, transportation, placing, compaction,Traffic management with necessary sign board, barricades road area etc. and curing by curing compound/ by providing commentate in cement Mortar 1:8 @ 0.6mX0.6m Centre to Centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75 mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge. complete by works as per MORTH specification <(>&<)> instruction of Engineer-in-charge. Concrete mix design approved by Engineer-in-charge. Cement :- Ultratech , JK cement , Shree cement , ACC , Ambuja . Cum 8,500.00 3100 3 3015964 S <(>&<)> F OF WALKWAY, ROAD KERB M25 GR. Supply <(>&<)> Fixing of Walkway <(>&<)> Road Kerbs M25 Grade and 600mmx300mmx 150mm : Providing , laying and fixing in line and level of precasted Road Kerbs M25 grade including M-15 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, oil bond paint with primer (1 coat primer+2 coats oil yellow <(>&<)> black paint), making drainage openings and curves, MTC <(>&<)> all supply lots material sample testing by NABL approved Lab in present of EIC,area cleaning,bush,excavation, lifting,machine cut,grouting etc, materials, tools, machinery, labour and Hard barrication with safety complete complete as per specifications and drawings as approved by the Engineer-in-charge. (Paint make- Berger,Asian,Nerolac,ICI) Rmt. 630.00 700.00 Sr. No. Service Code DESCRIPTION UNIT RATE QTY 1 Earth Works 1.1 3003928 Excavation for foundations up to 2.0 m depth or part thereof in ALL KIND OF SOIL Cum 350.00 4900 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 PCC 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, a rea hard barrication etc. required for excavation safety, hard barrication and other allied works and refilling the side slopes/working space, hard barrication etc.). Level of excavation will considered average ground filled level after stripping of if any vegetat ion removal/ stripping/debridge removing <(>&<)> area Grading. Average ground level sheet will be considered levele third party NABL approved agency as per instructions of Engineer-in-Charge. 1.2 3003928 Excavation for foundations from 2m to 6m Depth above in ALL KIND OF SOFT ROCK/ HARD ROCK (Plant Area) Cum 850.00 3300 Excavation in all soft and hard rock, using equipments like Page 18 of 55 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( PUNE) Gat No 437 & 442, Golechiwadi, Ambi-Nigade Road,,MIDCTalegaon, Dist PUNE,410507,Maharashtra,India GSTIN 27AAACE1741P1ZH PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000119753 Date 03.09.2024 Submission Date 13.09.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ 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 pick-axe <(>&<)> shovel, Backhoe Loaders, excavators as necessary <(>&<)> including Blasting, Chemical injection, shoring, strutting, bailing, removal of vegetation, shrubs, small trees not exceeding 500.0 mm in girth if any excavating, pumping out of water, carting away and spreading surplus earth etc. complete as per drgs, specifications <(>&<)> as directed by Owner / Consultant, lead upto 500.0 m within site boundary. 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 PCC Area of Foundation only). 1.3 3005416 Backfilling With selected excavated earth Cum 230.00 8800 With selected excavated earth with blasting rock-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 3009062 PROVIDING <(>&<)> LAYING OF RUBBLE SOILING Cum 2350.00 1.00 Providing and laying 230 mm dry rubble soiling stone with maximum 150 mm size hard stones set packing with 2 layers / soling under machine foundation, Rcc floor, foundation, pavement, roads, steps, ramps and other similar locations. Handset vertically in regular lines, interstices filled in with smaller stone chips/filling sand including watering and consolidating with proper compaction by mini vibratory roller/10 Ton roller compactor and compacted surface to achieve 98.5 % of proctor density compaction <(>&<)> finishing to the required levels and lines etc. Excavated soil earth surface also including proper compaction by mini vibratory roller compactor and compacted surface to achieve 98.5 % of proctor density compaction. materials, tools, machinery, labour,dewatering of surface and subsurface water and Hard barrication with safety complete as per instruction by EI (Rubble <(>&<)> void fillup materials to be supplied by Contractor). Including MTC <(>&<)> all test as per standard by approverd NABL. (Net Bottom Area of Foundation as per drawing will Be Paid). 1.5 3003386 SAND FILLING INCLUDING SAND ,WATERING, Filling selected sand cum 1715.00 1.00 Supplying and filling approved quality of sand of Zone IV (free from silt,organic material,clean) below foundation pit, flooring, etc. in layers not exceeding 20cm in depth, each deposited layer to be compacted by ramming watering and dressing ,ramming and consolidating complete. volume with all bye works as per drawing, specification and instruction of the Engineer-in-charge. Cost should include all the expenditure for material, royalty, duties, permits, loading, unloading, transportation, placing, compaction etc. complete bye works as per instruction of EIC. The measurement for payment shall be for the theoretical filling volume only as per drawing i.e. for the volume of the block of the filling having the depth and bottom dimensions as per drawing. (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. ) 1.6 3017939 PROVIED ANTI-TERMITE TREATMENT Sq. m 65.00 1.00 Providing the entire area to be constructed with construction <(>&<)> during construction, anti-termite treatment as per IS - 6316 <(>&<)> with a 10 years guarantee on stamp paper to keep the area free of all subterranean termite infestation. The treatment shall include treating by Epcorn (Express pesticide Pvt. Ltd.) or Pest Control (India) Pvt. Page 19 of 55 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( PUNE) Gat No 437 & 442, Golechiwadi, Ambi-Nigade Road,,MIDCTalegaon, Dist PUNE,410507,Maharashtra,India GSTIN 27AAACE1741P1ZH PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000119753 Date 03.09.2024 Submission Date 13.09.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ 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 Ltd. or Equivalent product. Refer technical specfication for dosage limit. Contractor shall Also provide 10 years performance guarantee as a bank guarantee which is 20% cost of work (Anti-termite Treatment) from Indian Scheduled Bank. a) Termite mounds if any b) Excavated surface and backfilled area around columns, plinth beams etc. c) Surface of plinth beams columns / brick walls below plinth, trenches, etc. d) Top surface of plinth filling and exterior perimeter of the building. (Payment shall be on plinth area basis). 1.7 3016869 Subgrade - Filling with coarse aggregate (Grade - II - 63 to 45mm). Filling as a subgrade including grading <(>&<)> compaction (12 MT vibratory roller rolling, <(>&<)> watering) to achieve CBR Value (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, compaction,NABL approved Lab tests etc. complete by works as per instruction of Engineer-in-charge. Cum 1,300.00 1.00 1.8 3016875 GSB - Filling GSB (Stone dust mixed with crushed aggregate in proportion dust 40%, Aggregate 10mm - 20%, 20mm -20%, 40mm - 20%). Filling as a subgrade including Transportation, grading <(>&<)> compaction (rolling, <(>&<)> watering) to achieve CBR Value (95% Standard Proctor Density)<(>&<)> 300 MM (2 layer-150mm each) 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. and Clause 401-Plant Mix Method and Grading -II Materials complete by works as per instruction of Engineer-in-charge. Cum 1,500.00 1.00 2 Concrete Works 2.1 3012929 Plain Cement Concrete M10 Grade Cum 5500.00 1200 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 . 2.2 3013925 PROVIDING <(>&<)> LAYING SCREED CONCRETE M15 Grade Cum 4500.00 1.00 Providing <(>&<)> laying screed concrete M15 grade with 20mm down graded stone aggregates over basement slabs, making saucer drain, R.C.C. gutter, canopy etc. laid to required slope finishing with a coat of neat cement including hacking of concrete surfaces curing etc. complete as per drawing specification and as directed by Engineer-in-charge. 2.3 3013966 Reinforced Cement Concrete M30 Grade for Sub-structure Cum 7200.00 1400 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 . Page 20 of 55 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( PUNE) Gat No 437 & 442, Golechiwadi, Ambi-Nigade Road,,MIDCTalegaon, Dist PUNE,410507,Maharashtra,India GSTIN 27AAACE1741P1ZH PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000119753 Date 03.09.2024 Submission Date 13.09.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ 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 Fill pour card before start concreting and sumit MTC and test reports on the basis of test conduct on site. 2.4 3013967 Reinforced Cement Concrete M30 Grade for Super structure (Upto 6.0 m ht.) Cum 7200.00 600 Supplying Providing and placing of Batching Plant Mixed Concrete for following items, for super structure above plinth level to 6.00m height ,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. If quality issue are found after concreting, vendor shall be attend all tests <(>&<)> rectify free of cost. a) Columns, beams, slab, deck slab, walls, staircase waist slab and steps, lintels,Chajjas etc. with M30 grade concrete having 20 mm down graded coarse aggregate. (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 . Fill pour card before start concreting and sumit MTC and test reports on the basis of test conduct on site 2.5 3013967 Reinforced Cement Concrete M30 Grade for Super structure (From 6.0 m to 12.0 m ht.) Cum 7843.00 1 Supplying, Providing and placing of Batching Plant Mixed Concrete for following items, for super structure from 6.0m to 12.0m height, 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,all NABL lab tests as per instruction of Engineer-in-charge. If quality issue are found after concreting, vendor shall be attend all tests <(>&<)> rectify free of cost. a) Columns, beams,slab,deck slab, walls, staircase waist slab and steps, lintels,Chajjas etc. from 5.0m to 11.0m height with M30 grade concrete having 20 mm down graded coarse aggregate .(Mode of measurement shall be as per IS code) Fill pour card before start concreting and sumit 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 . Cement :- Ultratech , JK cement , Shree cement , ACC , Ambuja . 2.6 3016078 Vacuum dewatered TREMIX Flooring RCC work Cum 8600.00 2400 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, 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. Note : Appling surface Fosroc Nitobond EP Bonding Agent on floor to bond old concrete with new concrete. The rate for reinforcement to be paid separately. Fill pour card before start concreting and sumit 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 . Cement :- Ultratech , JK cement , Shree cement , ACC , Ambuja . Page 21 of 55 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( PUNE) Gat No 437 & 442, Golechiwadi, Ambi-Nigade Road,,MIDCTalegaon, Dist PUNE,410507,Maharashtra,India GSTIN 27AAACE1741P1ZH PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000119753 Date 03.09.2024 Submission Date 13.09.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ 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 2.7 3013684 P <(>&<)> L POLYURETHANE SEALANT JOINT Rmt 260.00 4700 CONSTRUCTION AND CONTROL JOINT WITH SEALANT expansion / contraction joints in R.C floor slabs, beams, columns at any floor level. Cutting grooves using floor saw at construction joints 4mm wide <(>&<)> depth 12mm <(>&<)> Control join with panels of size 4.5m x 4.5m for following width and depth. Saw cut shall be performed within 24 hrs from the time of mixing of the concrete. Cost shall include all the material, machine and labour complete for the job etc., complete as directed by Engineer in charge... Filling the joint by sealant with COLPOR200 PS of FOSROC or equallent brand sealant applied over primer laid as per manufactures specifications etc., all complete as directed by Engineer-in-Charge. 2.8 3013683 P <(>&<)> F SHALITEX BOARD IN EXP/CON JOINT Rmt 2450.00 400 Expansion joint FILLER BOARD expansion / contraction joints in R.C floor slabs, beams, columns, brick walls upto 230mm wide at any floor level. Providing and placing of Hydrocel-XL Board in position in horizontal and vertical planes 20 mm thick x 230 mm deep Dura board of Cross Linked Polyethylene Foam in HD-100 Grade, white Colour, Supreme Industries Limited at expansion / isolation joint locations etc.., including top 20 x 50 mm to be cut in proper line and refixing in position using double sided adhesive tape, for filling the sealant with COLPOR200 PS of FOSROC or equallent brand sealant applied over primer laid as per manufactures specifications etc as directed by Engineer-in-Charge. 2.9 3009006 Providing <(>&<)> Laying Grouting Cum. 60000.00 30 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. 2.10 3013979 P/E formwork below plinth 6.00mtr <(>&<)> up to plinth level ( Sub Structure) Sqm 625.00 4900 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. 2.11 3013980 P/E formwork above plinth level up to 6.0m height Sqm 650.00 2700 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, aligning to line <(>&<)> levels, smooth surface finishing <(>&<)> complete as per Engineer In charges instructions etc. complete (Net area of concrete formed shall be measured): For exposed surfaces from plinth to 6.00mtrs level for super structures (up to first floor Top). Material of form for columns should be of MS sheet and frame. 2.12 3013980 P/E formwork from 6.0m up to 12.0m height (super structures) Sqm 750.00 1 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, aligning to line <(>&<)> levels, smooth surface finishing <(>&<)> complete as per Engineer In charges instructions etc. complete (Net area of concrete formed shall be measured): For exposed surfaces from 6.0mtr to 12.0mtrs level for super structures( from first floor to Third Floor Top). Material of form for columns should be of MS sheet and frame. 2.13 3015471 P/B Reinf bars HYSD Grade CRS / Fe550D conforming to IS:1786. MT 81800.00 400 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 Page 22 of 55 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( PUNE) Gat No 437 & 442, Golechiwadi, Ambi-Nigade Road,,MIDCTalegaon, Dist PUNE,410507,Maharashtra,India GSTIN 27AAACE1741P1ZH PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000119753 Date 03.09.2024 Submission Date 13.09.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ 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 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.. (Steel rebar will be Provided by Vendor).. (Make - TISCO, SAIL, VIZAC, ET, JSW, TATA, ). 2.14 S<(>&<)>F PRECAST RCC M25 UNITS Providing and laying in M25 Grade precast reinforced cement concrete cover / slab, kerb stones of required length and width with lifting hooks, edge protections, including shuttering to give smooth finish, lifting, placing in position and sealing of joints complete, but excluding cost of reinforcement, corner edge protection angles, inserts etc. 3014045 S<(>&<)>F PRECAST RCC M25 UNITS UPTO WT 0.5T : For individual unit weight not exceeding 500 kg Cum 6500.00 1.00 3014046 S<(>&<)>F PRECAST RCC M25 UNITS WT .5T TO 1.5T : For individual unit weighing more than 500 kg Cum 6500.00 1.00 2.15 3013975 Supplying, erecting <(>&<)> fixing Foundation anchor bolts MT 100000.00 40.00 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. 2.16 3013937 PROVIDE <(>&<)> FIX DEEP FOUNDATION POCKET Sq. m 750.00 1.00 Providing and leaving pockets in concrete to facilitate grouting of anchor bolts, foundation bolts including required form-work; wooden or steel templates, cleaning, chipping as specified <(>&<)> directed by engineers. (Contact area of form-work shall be measured for payment). 2.17 3012153 P<(>&<)>F M S Inserts as per Drawing at All Level MT 110000.00 3.00 Supply, Fabrication <(>&<)> Erection insert plates, Angles, channels, Pipe, plain rod bar, lugs <(>&<)> all others inserts in All Sizes Fabricating and fixing in concrete structure, at all levels and positions, Mild Steel inserts like plates, angle iron, flats, channels ,Pipe, rod including, welding wherever necessary, including painting the exposed surface with 2 coats of approved quality paint over and including a coat of primer, welding wherever necessary, complete ascomplete as per drawing and specification and as per instruction of the Engineer-In-charge and protect-ing the same till final erection. Note : Inserts MS Structures as per approved make in supply by vendor. 3 Architectural Works 3.1 3013936 P/L BM superstructure above Plinth up to 12m 230mm thk. (1:4) Cum 7500.00 730 Providing First class clay burnt red brickwork 230mm thick Brick 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, Page 23 of 55 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( PUNE) Gat No 437 & 442, Golechiwadi, Ambi-Nigade Road,,MIDCTalegaon, Dist PUNE,410507,Maharashtra,India GSTIN 27AAACE1741P1ZH PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000119753 Date 03.09.2024 Submission Date 13.09.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ 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 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 test report. 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 . The brick work shall conform to IS:2212, Sand shall conform to IS:2116, Cement shall conform to IS:269, Cement mortar shall conform to IS:2250 and Brick shall conform to IS:3495. 3.2 3003015 P/L BM superstructure above Plinth up to 12m 115mm thk. (1:4) sqm 1450.00 300.00 Providing First class clay burnt red brickwork 115mm thick brick 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 test report. a)115 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 . The brick work shall conform to IS:2212, Sand shall conform to IS:2116, Cement shall conform to IS:269, Cement mortar shall conform to IS:2250 and Brick shall conform to IS:3495. 3.2 3009646 P/A internal plaster 12mm thk with CM (1:4 ) up to 12.0m height Sqm 445.00 4478 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 12m height Sqm 590.00 4478 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 100.00 4478 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. 3.5 3013930 Weather Proof Painting to external surface of walls Sqm 205.00 4478 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. 3.6 3005761 Providing <(>&<)> laying Polymer Modified Bituminous Roof Water Proofing <(>&<)> Parapet walls Sqm 650.00 100 P <(>&<)> L Bituminous membrane for waterproofing shall be 4mm thick prefabricated polymer (APP-atactic polypropylene) modified and shall be reinforced with nonwoven Polyester. all materials as approved quality Page 24 of 55 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( PUNE) Gat No 437 & 442, Golechiwadi, Ambi-Nigade Road,,MIDCTalegaon, Dist PUNE,410507,Maharashtra,India GSTIN 27AAACE1741P1ZH PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000119753 Date 03.09.2024 Submission Date 13.09.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ 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 used. All works to be completed as per instruction of Engineer In charge. Note : Providing and laying with a 10 years guarantee of material <(>&<)> applicator on stamp paper to keep the area water proofed. Hydrotesting and all necessary crevices filling with injection grouting to be carried out before applying first layer. 3.7 3016867 Expansion joints in Concrete with Polymer Board, sealant and G.I. Sheet Covering Rmt 450.00 1 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. 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. Unit= Nos = Rmt 3.8 3008420 P/F HDPE pipe inside cable trench pardi 80mm Rmt 250.00 1 Providing and fixing HDPE pipes laying in Concrete or masonry wall, having including all related fittings, including fixing the pipe at required spacing. This includes jointing of pipes <(>&<)> fittings with one step solvent cement and testing of joints complete as per direction of Engineer In charge. 3.9 3008173 P/F PVC Pipe inside Cable Trench - 150mm dia Rmt 360.00 1 Providing and fixing PVC pipes laying in Concrete or masonry wall, having including all related fittings, including fixing the pipe at required spacing. This includes jointing of pipes <(>&<)> fittings with one step solvent cement and testing of joints complete as per direction of Engineer In charge. Make : SUPREME/FINOLEX 3.10 3003560 P/F 100mm dia 6kg PVC pipe Rmt 450.00 1 Providing and fixing PVC pipes laying in Concrete or masonry wall, having including all related fittings, including fixing the pipe at required spacing. This includes clamps,screws,scaffolding for fixing ,jointing of pipes <(>&<)> fittings with one step solvent cement and testing of joints complete as per direction of Engineer In charge. 3.11 3014063 S<(>&<)>F PRECOATED STEEL FLUSH DOOR Sqm 3500.00 1 Providing and fixing of powder coated 46mm thick fully flush double skin Non Fire rated Hollow metal door at all levels from certified Manufacturer. All hollow metal general doors with or without vision panel. Pressed Galvanized steel Single /Double leaf to required sizes of approved make Shakti met-door or approved equivalent which consists of frame, shutter, infill and finish as detailed below and conforming to applicable standards . Door shutters should be made of minimum 18 gauge MS sheets with stiffeners made of channel 25mm wide x 3.15mm thick. Rate should include supply and installation of door and hardware set - Ball bearing hinges, Door Pull, Heavy Duty Door Closer, Mortise locks, Lever Action Flush Bolt, Self adhesive sponge seal for frames, Floor stop, self adhesive sponge seal for frames, etc (Approved Make Shakti-Hormann, Dorma or Equivalent) 3.12 3019413 SUPPLY <(>&<)> INSTALLATION OF FIRE DOOR Nos 24000.00 1 Providing and fixing of powder coated 46mm thick fully flush double skin Hollow metal fire rated doors (2hrs fire rated, with vision panel) at all levels from certified Manufacturer. Fire door should be as per applicable codes. Recommended fire door shall be tested and certified by a third party evaluation program from approved international agency and labeled. Pressed Galvanized steel Single /Double leaf door of approved make which consists of frame, shutter, infill and finish as detailed below and conforming to applicable standards. Door shutters should be made of minimum 18 gauge MS sheets with stiffeners made of channel 25mm wide x 3.15mm thick. Rate should include supply and installation of door and hardware set - Page 25 of 55 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( PUNE) Gat No 437 & 442, Golechiwadi, Ambi-Nigade Road,,MIDCTalegaon, Dist PUNE,410507,Maharashtra,India GSTIN 27AAACE1741P1ZH PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000119753 Date 03.09.2024 Submission Date 13.09.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ 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 Ball bearing hinges, Door Pull, Heavy Duty Door Closer, Mortise locks, Lever Action Flush Bolt, Self adhesive sponge seal for frames, Floor stop, self adhesive sponge seal for frames, etc (Size <(>&<)> Approved make Shakti-Hormann, Dorma or Equivalent) 4 Other Necessary works 4.1 3012669 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 and directions of the Engineer, all materials, tools, plant and labour complete (Max. 1.0m length above pile cut-off lvl.) Unit : Nos = Rmt (a) 450mm Dia pile Rmt 1500.00 0.00 4.2 3005428 Bitumin paint -Includes Material <(>&<)> apply Sq. m 250.00 1 Providing <(>&<)> applying three coats of Bitumen Emulsion Protective Paint of approved make <(>&<)> quality on tanks resting pads/UG foundation etc. as per manufacturers specification and as directed by the Owner / Consultant. Rate to include surface preparation and scaffolding etc. 4.3 3008803 PCC/RCC Dismantling Incl. All Cum 2050.00 1.00 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 <(>&<)> as per direction of Engineer-in-charge: Before breaking any area measurement to be record with the Engineer-in-charge for payment. 4.5 3012225 RCC CUTTING BY DIAMOND CUTTER Rmt 595.00 1.00 DIAMOND SAW CUTTING IN RCC Diamond saw cutting in RCC floor 300mm depth as per specifications and directions of the Engineer-in-charge, all including materials, tools, machinery, labour, area hard barrication and with safety complete. Before cutting any area measurement to be record with the Engineer-in-charge for payment. 4.5 3009457 Providing <(>&<)> Fixing of Mechanical Anchor Providing and fixing in position Mechanical anchor fasteners in concrete of approved make <(>&<)> quality and fixing them in position at correct location, lines and levels as per manufacturers specifications as directed and instructed by Engineer / Owner including making good concrete / masonry surface after inserting the fastener (Hilti ). 12 mm diameter Nos 300.00 1.00 16 mm diameter Nos 450.00 1.00 20 mm diameter Nos 900.00 1.00 24 mm diameter Nos 1200.00 1.00 4.6 3013751 P<(>&<)>F CHEMICAL ANCHOR BOLT Providing and fixing in position Chemical (with HAS-E rod of 5.8 Grade and RE-500 Chemical anchors of HILTI make ) anchor fasteners in concrete of approved make <(>&<)> quality and fixing them in position at correct location, lines and levels as per manufacturers specifications as directed and instructed by Engineer / Owner including making good concrete / masonry surface after inserting the fastener (Hilti ). 12 mm diameter Nos 425.00 1.00 16 mm diameter Nos 650.00 1.00 20 mm diameter Nos 1200.00 500.00 24 mm diameter Nos 1900.00 1.00 4.7 3008910 P<(>&<)>A of Epoxy Lining Supplying and providing Epoxy lining inside of RCC tank (minimum 300 micron thick) including surface preparation, application of epoxy lining etc. as per manufacturers specification and drawing complete as directed by Owner/Consultant. Sq. m 800.00 1100.00 4.8 3011974 PROVIDING <(>&<)> FIXING RUBBER WATER STOPPER Supplying and installation of A hydrophilic water stop/bar of butyl rubber of a minimum cross sectional size of 25.4 mm x 25.4 mm and capable of swelling more than 200% of its original volume when in contact with water at all elevations including labour, materials, equipment, cutting, bending, jointing, handling etc. all complete as per Page 26 of 55 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( PUNE) Gat No 437 & 442, Golechiwadi, Ambi-Nigade Road,,MIDCTalegaon, Dist PUNE,410507,Maharashtra,India GSTIN 27AAACE1741P1ZH PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000119753 Date 03.09.2024 Submission Date 13.09.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ 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 specification, drawings and instructions directed by the Owner/Consultant. The wings of the water stops shall be formed with corrugations or bulbs. The tensile strength not is less than 10 N/mm2 when tested in accordance with ASTM D 412. Rmt 297.00 250.00 4.9 3016050 CORE CUTTING IN RCC<(>&<)>DISPOSING THE DEBRIS Providing and drilling core cutting of required dia outlets using low vibration mechanical means drilling equipment of approved makes as directed by the E-in-C cost to include identification of embedded reinforcement using protometer, closing of correct using self sealing non shrink grouts of approved makes either single or double component with necessary foam work, staging tools, etc. Holes upto and including 75mm, Depth up to 400mm Nos 1800.00 1.00 Holes 100-150mm, Depth up to 400mm Nos 2000.00 1.00 Holes 150 to 200mm, Depth up to 400mm Nos 2200.00 1.00 4.10 3014028 PROVIDING <(>&<)> LAYING WATERPROOFING Fire Water Tank water proofing : Providing and laying with a 10 years guarantee of material <(>&<)> applicator on stamp paper to keep the area water proofed. Integral cement based DR. FIXIT FASTFLEX 113 water proofing treatment including preparation of surface as required for treatment of raft bottom <(>&<)> wall etc consisting of following operations : 1. All joints should be grander, cracks repair and surface clean properly. Any surface cracks <(>&<)> joints cracks repair <(>&<)> open with grander and fill to use For a waterproofing coating Mix Dr fixit 301 URP: Cement in the ratio 1:1.5 by volume waterproofing and repairs of leakages. 2. Ensure wall should be dampproof condition before applying this material ( Clean wall surface by wet cloth before applying Dr Fixit fastflex ) 3. Two type of material one is powder form each bag will be 28 kg (inside bag 4 pockets and each pocket weight is 7 kg) 4. Another is liquid form 20 Liter (one box inside 04 Ken each ken is 5 litter ). 5. Both materials should be mix by putty Mixing machine properly then start applying by Bruss on wall each coat should be 400 to 500 microns 6. Use in two coats. Do not leave first coat dry longer than 8 hours. 7. On the second day of completion of the second coat, sprinkle light water only for one day. 8. Leave Dr. Fixit fastflex at least 7 days to hessian cloth cure before filling or sealing water to test leaks. Sqm 550.00 500.00 4.11 3011662 SUPPLY <(>&<)> FIXING OF REBAR ANCHORAGE Providing <(>&<)> Injecting of Rebar Anchors adhesive HILTI HIT- RE 500 for following reinforcement bars, work done as per manufacturers specification <(>&<)> complete as per drawing (Note :- Work done by manufacturer approved trained applicators ) 10mm dia up to 150 mm long Nos 300.00 1.00 12mm dia up to 150 mm long Nos 500.00 1.00 16mm dia up to 250 mm long Nos 900.00 1.00 20mm dia up to 300mm long Nos 1500.00 1.00 4.12 3002620 50 MM THK. IPS FLOORING INCL.SAND,CURING IPS flooring (cast in situ) including galss dividing strips, finishing, levelling, floating, power trowelling etc. with minimum 50 mm thick admixed with Fosroc Nitobond SBR or equivalent @ 2 liters / bag of cement with slope of 1 in 100 as per standard practice for easy flow of water. Grey Hardener (BASF,SIKA , FOSROC) Sqm 700.00 1.00 4.13 3019224 PROVIDING <(>&<)> LAYING IPS INCL CEMENT , Grade M25 For Tank Floors: Providing <(>&<)> applying IPS flooring with non metallic hardener (BASF,SIKA , FOSROC) , minimum 50 mm thick admixed with FOSROC NITOBOND SBR or equivalent @ 2 liter / bag of cement with slope of 1 in 100 as per standard practice for easy flow of water. Cum 750.00 1.00 4.14 3008910 P<(>&<)>A of Epoxy Lining Epoxy flooring: Providing <(>&<)> laying minimum 3 mm thick Epoxy flooring conforming to IS 4631-1986, including surface preparation, primer application, epoxy under laying course and the final self leveling layer of epoxy coating, all complete, dust free <(>&<)> as Page 27 of 55 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( PUNE) Gat No 437 & 442, Golechiwadi, Ambi-Nigade Road,,MIDCTalegaon, Dist PUNE,410507,Maharashtra,India GSTIN 27AAACE1741P1ZH PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000119753 Date 03.09.2024 Submission Date 13.09.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ 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 directed by the engineer in charge at site. Sqm 850.00 13390.00 4.15 3017792 CONST. OF RAIN WATER HARVESTING SYSTEM Providing Rain Water Harvesting System Providing percolation pit for rain water harvesting system (consisting water collection cum filteration pit with precast cover as per drawings), PVC well casting and screen pipes (Dia 200 mm) (AS per ASTM-D-1785, DIN 4925 and IS: 12818) and Bore hole drilling dia. 450 mm <(>&<)> up to depth 150Rmt including drilling for water injection pipe, earthwork in cutting for pit, providing filter layer inclusive of supply of all other required materials, consumables and tools, etc., all complete. Rate including electrical logging test for design depth up to under ground second river (Aquifer layer) <(>&<)> details report By Govt. authorised certified vendor. Unit : LO = Nos Nos. 150000.00 0 4.16 3006208 FIXING OF CHAIN LINK FENCING Chain Link Fencing up to 2.5m above FGL/RTL Providing, transporting, fabricating <(>&<)> installing Galvanized steel chain link fencing mesh wires fencing 50mm mesh x 2.5mm mesh wires, 2.5m height (above finished ground level/RTL) with painted MS angle (65x65x6) and other fixtures as per specification embedded in the ground with M15 grade concreting (400x400x600mm), shuttering,excavation, backfilling for 600mm below FGL spaced at approx. 3.0M c/c and 2 supports bracing on all corners or 9m c/c with concrete grout (700x700x600mm)and at change of direction. Chain link shall be fixed with line post properly as per drawings and approved with Engineer-In-Charge. Machines straightened rods of 6mm dia. on all line posts incl. top, bottom and central guide GI coated wires. The guide with tension adjustment to chain link fencing complete all as per drawings. Make : SAIL, TATA, JSW sq.m 1500.00 1.00 4.17 3008804 Breaking of Brick / Block Masonry Cum 1000.00 1.00 Dismentling brickwork 300mm thick Brick /Block masonry manually/by mechanical means including 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, 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 <(>&<)> brickwork complete with all bye works as per drawing, specification and instruc-tions of the Engineer In charge. a) 300 mm thick (in cement mortar 1:4). No saperate payment will be made for form work, scaffolding or other related works. Before breaking any area measurement to be record with the Engineer-in-charge for payment. 4.18 3008810 10 KLD STP EFFLUENT ANALYSIS Package Type Sewage Treatment Plant (10 KLD), including design, civil drawings, Preparing all civil related activities, electrical connection and operation <(>&<)> necessary plumbing as completed as per manufacturing specification <(>&<)> drawings complete as dircted by Engineer-in-charge. Nos. 1,400,000.00 1.00 Sr. No. Service Code DESCRIPTION UNIT RATE QTY 1 Earth Works 1.1 3003928 Excavation for foundations up to 2.0 m depth or part thereof in ALL KIND OF SOIL Cum 350.00 5600 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 28 of 55 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( PUNE) Gat No 437 & 442, Golechiwadi, Ambi-Nigade Road,,MIDCTalegaon, Dist PUNE,410507,Maharashtra,India GSTIN 27AAACE1741P1ZH PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000119753 Date 03.09.2024 Submission Date 13.09.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ 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 PCC 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, a rea hard barrication etc. required for excavation safety, hard barrication and other allied works and refilling the side slopes/working space, hard barrication etc.). Level of excavation will considered average ground filled level after stripping of if any vegetat ion removal/ stripping/debridge removing <(>&<)> area Grading. Average ground level sheet will be considered levele third party NABL approved agency as per instructions of Engineer-in-Charge. 1.2 3003928 Excavation for foundations from 2m to 9.5m Depth above in ALL KIND OF SOFT ROCK/ HARD ROCK (Plant Area) Cum 850.00 3700 Excavation in all soft and hard rock, using equipments like pick-axe <(>&<)> shovel, Backhoe Loaders, excavators as necessary <(>&<)> including Blasting, Chemical injection, shoring, strutting, bailing, removal of vegetation, shrubs, small trees not exceeding 500.0 mm in girth if any excavating, pumping out of water, carting away and spreading surplus earth etc. complete as per drgs, specifications <(>&<)> as directed by Owner / Consultant, lead upto 500.0 m within site boundary. 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 PCC Area of Foundation only). 1.3 3005416 Backfilling With selected excavated earth Cum 230.00 3700 With selected excavated earth with blasting rock-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. ) 2 Water proofing <(>&<)> Grouting 2.1 3014028 PROVIDING <(>&<)> LAYING WATERPROOFING Sqm 870.00 1 Providing and laying Kota Stone Waterproofing to base, walls <(>&<)> vertical faces of underground machine foundation structures Providing and laying integral cement based treatment for water proofing on horizontal <(>&<)> vertical surface at all depth below ground level for under ground structures as directed by Engineer-in-Charge and consisting of : i) 1st layer of 20 mm thick approved and specified rough stone slab over a 20 mm thick base of cement mortar 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound of Fosroc/Pidilite/Sika/CICO or approved equivalent conforming to IS:2645 in the recommended proportion over the leveling course. Joints sealed and grouted with cement slurry mixed with water proofing compound. in recommended proportions with a gap of 20 mm (minimum) between stone slabs and the receiving surfaces and filling the gaps with neat cement slurry mixed with water proofing compound and finishing the exterior of stone slab with cement mortar 1:3 (1 cement : 3 coarse sand) 20 mm thick with neat cement punning mixed with water proofing compound in recommended proportion complete at all levels. If leakage is found after completion of the work, the vendor shall be attend water tight <(>&<)> leak proof free of cost. As directed of the Engineer in charge. Note : Providing and laying with a 10 years guarantee of material <(>&<)> applicator on stamp paper to keep the area water proofed. 2.2 3012065 WATERPROOFING CEMENTITIOUS BASE Kg 570.00 1800.00 Crystalline Waterproofing Treatment in foundation Base raft <(>&<)> cellar wall Page 29 of 55 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( PUNE) Gat No 437 & 442, Golechiwadi, Ambi-Nigade Road,,MIDCTalegaon, Dist PUNE,410507,Maharashtra,India GSTIN 27AAACE1741P1ZH PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000119753 Date 03.09.2024 Submission Date 13.09.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ 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 Providing performance enhancing waterproofing additives of M/S .SP Concare MR.DRY 701 in concrete Mix. Consumption 4.5Kg/cubic meter considering 9 bag of cementand M30 grade concrete at site (Consumption may change as per concrete Mix Design). If leakage is found after completion of the work, the vendor shall be attend water tight <(>&<)> leak proof free of cost. As directed of the Engineer in charge. Note : Providing and laying with a 10 years guarantee of material <(>&<)> applicator on stamp paper to keep the area water proofed. 2.3 3009006 PROVIDING <(>&<)> LAYING GROUTING Cum 60000.00 80.00 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. 3 Concrete Works 3.1 3012929 PROVIDING <(>&<)> LAYING PCC M10 Cum 5500.00 332.00 Providing and laying plain cement concrete Garde M10 with 40 mm downgraded coarse aggregate 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, area hard barrication,dewatering of surface and subsurface water 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 . 3.2 3011816 PROVIDING <(>&<)> LAYING RCC M30 Cum 7600.00 3400.00 Reinforced Cement Concrete M30 Grade for Sub-structure <(>&<)> Super structure at all height Supplying, Providing and placing of Batching Plant Mixed Concrete for following items including compacting with mechanical vibrators, curing, mix design 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 as per instruction of Engineer-in-charge. a) Machine foundation, 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) Concrete mix design approved by Engineer-in-charge. Including MTC <(>&<)> all test as per standard by approverd NABL. all including materials, tools, machinery, labour, area hard barrication,dewatering of surface and subsurface water and with safety complete. Fill pour card before start concreting and sumit 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 . Cement :- Ultratech , JK cement , Shree cement , ACC , Ambuja . 3.3 3009062 PROVIDING <(>&<)> LAYING OF RUBBLE SOILING Cum 2350.00 1.00 Providing and laying 230 mm dry rubble soiling stone with maximum 150 mm size hard stones set packing with 2 layers / soling under machine foundation, Rcc floor, foundation, pavement, roads, steps, ramps and other similar locations. Handset vertically in regular lines, interstices filled in with smaller stone chips/filling sand including watering and consolidating with proper compaction by mini vibratory roller/10 Ton roller compactor and compacted surface to achieve 98.5 % of proctor density compaction <(>&<)><(>&<)> finishing to the required levels and lines etc. Excavated soil earth surface also including proper compaction by mini vibratory roller compactor and compacted surface to achieve 98.5 % of proctor density compaction. materials, tools, machinery, labour,dewatering of surface and subsurface water and Hard barrication with safety complete as per instruction by EI (Rubble <(>&<)> void fillup materials to be supplied by Contractor). Including MTC <(>&<)> all test as per standard by approverd NABL. (Net Bottom Area of Foundation as per drawing will Be Paid). Page 30 of 55 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( PUNE) Gat No 437 & 442, Golechiwadi, Ambi-Nigade Road,,MIDCTalegaon, Dist PUNE,410507,Maharashtra,India GSTIN 27AAACE1741P1ZH PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000119753 Date 03.09.2024 Submission Date 13.09.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ 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 3.4 3012151 FORM WORKS OR SHUTTERING Sqm 785.00 15300.00 P/E formwork for Sub-structure <(>&<)> Super structure at all height Shutterung Work Providing, erecting and removing formwork for concrete items including forming chamfers, drip moulds, etc. and including scaf folding, centring, finishing concrete surface after striking the formwork etc. complete (Net area of concrete formed shall be measured) : For non-exposed surfaces for all depths up to below plinth level for sub structures. 3.5 3012154 PROVIDE <(>&<)> FIX DEEP POCKET Nos 700.00 1000 Provide <(>&<)> Fix deep pocket of all size <(>&<)> depth Providing, fixing, line, leveling and removing formwork for Pocket shuttering for foundation bolts including cleaning pocket inside after concreating, materials, tools, machinery, labour with safety complete as per instruction by EI. 3.6 3012667 P/B REINF BARS HYSD GRADE FE550D MT 81800.00 400.00 P/B Reinf bars HYSD Grade Fe550D conforming to IS:1786. Providing, cleaning, cutting, bending, supporting, placing, binding with 16 SWG soft annealed wire and placing in position steel reinforcement on/at all levels and locations as per all Rcc 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. , all including materials, tools, machinery, labour, area hard barrication and with safety complete. (Make - TISCO, SAIL, VIZAC, ET, JSW, TATA, ). (Steel rebar will be Provided by Vendor). 3.7 3012765 P<(>&<)>F of MS INSERTS AS PER DRAWING @ALL LEVEL Kg 143.00 60000.00 Supply,Fabrication <(>&<)> Erection insert plates, Angles, channels, plain rod bar, lugs <(>&<)> all others inserts in All Sizes Fabricating and fixing in concrete structure at all levels and positions, Mild Steel inserts like rod bar, lugs, plates, angle iron, flats, channels, rod including, welding wherever necessary, complete as per drawing and specification and as per instruction of the Engineer-In-charge and protect-ing the same till final erection. Note : Inserts MS Structures in supply by vendor. 3.8 3012245 P<(>&<)>F MS INSERTS AS PER DRAWING @ALL LEVEL Rmt 4700.00 300.00 S/F/E Steel Pipe 75 mm Dia.sleeves conduit and pipes Supplying, fabricating and fixing in concrete and masonry, at all levels and positions, Approved MS pipe Steel inserts like pipe sleeves, conduit pipes, pipe specials etc.lugs <(>&<)> all others inserts including, welding wherever necessary, complete as per drawing and specification and as per instruction of the Engineer-In-charge and protect-ing the same till final erection. 3.9 3012245 P<(>&<)>F MS INSERTS AS PER DRAWING @ALL LEVEL Rmt 360.00 600.00 S/F/E PVC Pipe 125 mm Dia.sleeves conduit and pipes Supplying, fabricating and fixing in concrete and masonry, at all levels and positions, Approved IS standard PVC pipe (6kg/cm2) like pipe sleeves, conduit pipes, pipe specials etc. <(>&<)> including concreting In perfect alignment at location indicated in drawing, complete as per drawing and specification and as per instruction of the Engineer-In-charge and protect-ing the same till final erection. 3.10 3012480 PROVIDING AND LAYING BLOCK MASONRY Cum 7300.00 1.00 P/L BM 200mm thk. CM 1:4 Below in sub-structure <(>&<)> superstructure Providing Block masonry 200 mm thick in cement mortar 1:4 in foundation including Providing, screw,joint filler mortar, scaffolding, curing, raking of joints etc complete as directed by Engineer-In-charge. Cement :- Ultratech , JK cement , Shree cement , ACC , Ambuja . Any Other make vendor has to take prior approval 3.11 3003015 BLOCK WORK OF 115 MM THICK INCL. BLOCK, Sqm 1450.00 1.00 P/L BM 115mm thk. CM 1:4 Below in sub-structure <(>&<)> superstructure Providing Block masonry 115 mm thick in cement mortar 1:4 in foundation including Providing, screw,joint filler mortar, scaffolding, Page 31 of 55 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( PUNE) Gat No 437 & 442, Golechiwadi, Ambi-Nigade Road,,MIDCTalegaon, Dist PUNE,410507,Maharashtra,India GSTIN 27AAACE1741P1ZH PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000119753 Date 03.09.2024 Submission Date 13.09.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ 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 curing, raking of joints etc complete as directed by Engineer-In-charge. Cement :- Ultratech , JK cement , Shree cement , ACC , Ambuja . Sr. No. Service Code DESCRIPTION UNIT RATE QTY 1 3003924 Excavation : Excavation for Drain work 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 uneven area filling and proper compaction Subgrade area with watering and compaction by use mechanical rammers / plate compactor/ baby roller complete as directed to its maximum dry density and at optimum moisture content etc compaction 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 Drain 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,NABL approved Lab tests, hard barrication etc.). Level of excavation will considered average ground filled level after stripping of if any vegetation removal/ stripping/debridge removing <(>&<)> area Grading. Average ground level sheet will be considered leveled jointly with third party NABL approved agency as per instructions of Engineer-in-Charge. cum 350.00 3090.00 2 3005416 Backfilling With selected excavated earth With selected excavated earth/slag-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. ) Cum 230.00 1240 3 3012929 Plain Cement Concrete M10 Grade 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 . cum 5500.00 160.00 4 3003386 P<(>&<)>F RIVER SAND IN DRAIN BOTTOM Supplying and filling approved quality of sand of Zone IV (free from silt,organic material,clean) below foundation pit, flooring, etc. in layers not exceeding 20cm in depth, each deposited layer to be compacted by ramming watering and dressing ,ramming and consolidating complete. volume with all bye works as per drawing, specification and instruction of the Engineer-in-charge. Cost should include all the expenditure for material, royalty, duties, permits, loading, unloading, transportation, placing, compaction etc. complete bye works as per instruction of EIC. The measurement for payment shall be for the theoretical filling volume only as per drawing i.e. for the volume of the block of the filling having the depth and bottom dimensions as per drawing. (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 Page 32 of 55 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( PUNE) Gat No 437 & 442, Golechiwadi, Ambi-Nigade Road,,MIDCTalegaon, Dist PUNE,410507,Maharashtra,India GSTIN 27AAACE1741P1ZH PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000119753 Date 03.09.2024 Submission Date 13.09.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ 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. ) Approved Quality of River Sand Brought from outside. cum 1715.00 160.00 5 3012374 PROVIDING <(>&<)> LAYING CONDUIT <(>&<)> HUME PIPE Providing, fixing and jointing belowground Reinforced Concrete(RCC), Medium duty,Non-pressure Pipes, Class NP3, with ends of the pipes suitable for flush joints conforming to local standards pipes suitable for flush joints with collars and other fittings etc. of approved make including making excavating the earth upto 1.5 mtr deep <(>&<)> required width, consolidating and disposal of surplus excavated soil within 2 km . Encasing of hume pipe with PCC (1:4:8) <(>&<)> murrum filling as per IFC drg or directed by the Engineer in-charge, laying the pipe, formwork, encasing with cement mortar and gravel/murrum all-round the pipe of thickness as per IFC drawing, refilling the soil, compact the filled soil, etc. complete including testing of pipelines as per spec. also work involves for road crossing. Nominal diameter of the pipe in mm Note : As per AIL approved make with MTC. 5.1 P<(>&<)>L NP-3 HUME PIPE 300 MM DIA Rmt 1783.00 100.00 5.2 P<(>&<)>L NP-3 HUME PIPE 450 MM DIA Rmt 3792.00 300.00 5.3 P<(>&<)>L NP-3 HUME PIPE 600 MM DIA Rmt 4958.00 1000.00 6 3016147 P/L PRECAST TRENCH/DRAIN COVER P<(>&<)>L PRECAST U SHAPE DRAIN T25 WITH COVER Providing <(>&<)> laying ,unloading of Precast drain, covers, Stacking the same, shifting of the precast drain as per the direction of engineer. The drain should be in line and level as per IFC drg. Measurement will be based on running meter of drain. The rates will be including fixing of cover. Drain including goorve filling (GP2 Fosroc-M65), drainage hole as per IFC design drawings <(>&<)> oil bond paint with primer (1 coat primer+2 coats oil yellow <(>&<)> black paint), making drainage openings and curves, MTC <(>&<)> all supply lots material sample testing by NABL approved Lab in present of EIC, area cleaning, lifting,machine cut ,grouting etc, materials, tools, machinery, labour and Hard barrication with safety complete complete as per specifications and drawings as approved by the Engineer-in-charge. (Paint make- Berger ,Asian,Nerolac,ICI) Note : As per AMNS approved make with MTC. (Make : FUJI Silvertech or AMNS approved Make before supply materials) Drain 300mm x 300mm (T-25) Rmt 1000.00 0.00 Drain 450mm x 450mm (T-25) Rmt Drain 600mm x 600mm (T-25) Rmt Drain 750mm x 750mm (T-25) Rmt Drain 900mm x 900mm (T-25) Rmt 4000.00 2100 Drain 1200mm x 1200mm (T-25) Rmt 7 3002624 DRAINAGE CLEANING OF BIG CHAMBERS P<(>&<)>L IC 1.2X1.2 UP TO 2M DEPTH WITHCOVER Manhole 230mm brick masonry chamber access with RCC precast cover of 100 mm for individual unit weight not exceeding 500 kg up to 2000mm including making excavating the earth upto 2000 mm deep <(>&<)> required width, consolidating and disposal of surplus excavated soil within 5 km, providing 230mm rubble, PCC M:10 as directed by the Engineer in-charge, formwork, 12mm thick internal plaster, refilling the soil, compact the filled soil, etc as per given IFC drawing. 1200 x 1200mm internal dimension Nos 40000.00 20.00 2 27021529 20 20 210 PROVIDING & FIXING OF REINFORCEMENT 400 TO 600 SUPPLY & FIXING OF REBAR ANCHORAGE 1 NO 570 SUPPLY & FIXING OF REBAR ANCHORAGE 1 NO 530 CORE CUTTING IN RCC&DISPOSING THE DEBRIS 1 NO 130 S&L M30 C GRADE RCC ABOVE FGL 1 M3 140 RCC-M30 -FLOORING INCLUDING SHUTTERING 2,400 M3 540 CORE CUTTING IN RCC&DISPOSING THE DEBRIS 1 NO 400 Bitumin paint -Includes Materail & appli 1 M2 270 PROVIDING AND LAYING BRICK MASONRY 730 M3 430 Providing & Fixing of Mechanical Anchor 1 NO 110 S&L M30 C GRADE RCC AT & BELOW FGL 1,400 M3 Email : ASHISH.DUBEY5@AMNS.IN Contact : Name : Ashish Dubey Item Details : Pune Steel Service Center (SSC)-Phase-1 ANNEXURE-2 BILL OF QUANTITIES FOR CIVIL WORKS 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 QTY 1 Earth Works 1.1 3003928 Excavation for foundations up to 2.0 m depth or part thereof in ALL KIND OF SOIL Cum 4900 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)Stackingofusablebackfillmaterialdisposal/stackingof Page 33 of 55 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( PUNE) Gat No 437 & 442, Golechiwadi, Ambi-Nigade Road,,MIDCTalegaon, Dist PUNE,410507,Maharashtra,India GSTIN 27AAACE1741P1ZH PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000119753 Date 03.09.2024 Submission Date 13.09.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ 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 3 27021529 30 30 80 PROVIDING & LAYING RCC M30 3,400 M3 110 PROVIDE & FIX DEEP POCKET 1,000 NO 100 FORM WORKS OR SHUTTERING 15,300 M2 140 PROVIDING & FIXING OF PVC PIPE 300 M 150 PROVIDING & FIXING OF PVC PIPE 600 M 40 PROVIDING & LAYING WATERPROOFING 1 M2 160 PROVIDING AND LAYING BRICK MASONRY 1 M3 10 Earth Work Excavation 5,600 M3 120 P/B REINF BARS HYSD GRADE FE500 / FE500D 400 TO 130 P&F MS INSERTS AS PER DRAWING @ALL LEVEL 60,000 KG 20 Earth Work Excavation 3,700 M3 30 Back filling with excavat erath material 3,700 M3 60 PROVIDING & LAYING GROUTING 80 M3 90 PROVIDING & LAYING OF RUBBER SOILING 1 M3 170 BRICK WORK OF 115 MM THICK INCL. BRICKS, 1 M2 70 PROVIDING & LAYING PCC M10 332 M3 50 WATERPROOFING CEMENTITIOUS BASE 1,800 KG Email : ASHISH.DUBEY5@AMNS.IN Contact : Name : Ashish Dubey Item Details : Pune Steel Service Center (SSC)-Phase-1 ANNEXURE-3 BILL OF QUANTITIES FOR MACHINE FOUNDATION CIVIL WORKS 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 QTY 1 Earth Works 1.1 3003928 Excavation for foundations up to 2.0 m depth or part thereof in ALL KIND OF SOIL Cum 5600 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 PCC 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, a rea hard barrication etc. required for excavation safety, hard barrication and other allied works and refilling the side slopes/working space, hard barrication etc.). Level of excavation will considered average ground filled level after stripping of if any vegetat ion removal/ stripping/debridge removing <(>&<)> area Grading. Average ground level sheet will be considered levele third party NABL approved agency as per instructions of Engineer-in-Charge. 1.2 3003928 Excavation for foundations from 2m to 9.5m Depth above in ALL KIND OF SOFT ROCK/ HARD ROCK (Plant Area) Cum 3700 Excavation in all soft and hard rock, using equipments like pick-axe <(>&<)> shovel, Backhoe Loaders, excavators as necessary <(>&<)> including Blasting, Chemical injection, shoring, strutting, bailing, removal of vegetation, shrubs, small trees not exceeding 500.0 mm in girth if any excavating, pumping out of water, carting away and spreading surplus earth etc. complete as per drgs, specifications <(>&<)> as directed by Owner / Consultant, lead upto 500.0 m within site boundary. 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 PCC Area of Foundation only). 1.3 3005416 Backfilling With selected excavated earth Cum 3700 With selected excavated earth with blasting rock-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. ) 2 Water proofing <(>&<)> Grouting 2.1 3014028 PROVIDING <(>&<)> LAYING WATERPROOFING Sqm 1 Providing and laying Kota Stone Waterproofing to base, walls <(>&<)> vertical faces of underground machine foundation structures Page 34 of 55 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( PUNE) Gat No 437 & 442, Golechiwadi, Ambi-Nigade Road,,MIDCTalegaon, Dist PUNE,410507,Maharashtra,India GSTIN 27AAACE1741P1ZH PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000119753 Date 03.09.2024 Submission Date 13.09.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ 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 Providing and laying integral cement based treatment for water proofing on horizontal <(>&<)> vertical surface at all depth below ground level for under ground structures as directed by Engineer-in-Charge and consisting of : i) 1st layer of 20 mm thick approved and specified rough stone slab over a 20 mm thick base of cement mortar 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound of Fosroc/Pidilite/Sika/CICO or approved equivalent conforming to IS:2645 in the recommended proportion over the leveling course. Joints sealed and grouted with cement slurry mixed with water proofing compound. in recommended proportions with a gap of 20 mm (minimum) between stone slabs and the receiving surfaces and filling the gaps with neat cement slurry mixed with water proofing compound and finishing the exterior of stone slab with cement mortar 1:3 (1 cement : 3 coarse sand) 20 mm thick with neat cement punning mixed with water proofing compound in recommended proportion complete at all levels. If leakage is found after completion of the work, the vendor shall be attend water tight <(>&<)> leak proof free of cost. As directed of the Engineer in charge. Note : Providing and laying with a 10 years guarantee of material <(>&<)> applicator on stamp paper to keep the area water proofed. 2.2 3012065 WATERPROOFING CEMENTITIOUS BASE Kg 1800.00 Crystalline Waterproofing Treatment in foundation Base raft <(>&<)> cellar wall Providing performance enhancing waterproofing additives of M/S .SP Concare MR.DRY 701 in concrete Mix. Consumption 4.5Kg/cubic meter considering 9 bag of cementand M30 grade concrete at site (Consumption may change as per concrete Mix Design). If leakage is found after completion of the work, the vendor shall be attend water tight <(>&<)> leak proof free of cost. As directed of the Engineer in charge. Note : Providing and laying with a 10 years guarantee of material <(>&<)> applicator on stamp paper to keep the area water proofed. 2.3 3009006 PROVIDING <(>&<)> LAYING GROUTING Cum 80.00 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. 3 Concrete Works 3.1 3012929 PROVIDING <(>&<)> LAYING PCC M10 Cum 332.00 Providing and laying plain cement concrete Garde M10 with 40 mm downgraded coarse aggregate 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, area hard barrication,dewatering of surface and subsurface water 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 . 3.2 3011816 PROVIDING <(>&<)> LAYING RCC M30 Cum 3400.00 Reinforced Cement Concrete M30 Grade for Sub-structure <(>&<)> Super structure at all height Supplying, Providing and placing of Batching Plant Mixed Concrete for following items including compacting with mechanical vibrators, curing, mix design 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 as per instruction of Engineer-in-charge. a) Machine foundation, 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) Concrete mix design approved by Engineer-in-charge. Including MTC <(>&<)> all test as per standard by approverd NABL. all including materials, tools, machinery, labour, area hard barrication,dewatering of surface and subsurface water and with safety complete. Page 35 of 55 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( PUNE) Gat No 437 & 442, Golechiwadi, Ambi-Nigade Road,,MIDCTalegaon, Dist PUNE,410507,Maharashtra,India GSTIN 27AAACE1741P1ZH PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000119753 Date 03.09.2024 Submission Date 13.09.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ 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 Fill pour card before start concreting and sumit 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 . Cement :- Ultratech , JK cement , Shree cement , ACC , Ambuja . 3.3 3009062 PROVIDING <(>&<)> LAYING OF RUBBLE SOILING Cum 1.00 Providing and laying 230 mm dry rubble soiling stone with maximum 150 mm size hard stones set packing with 2 layers / soling under machine foundation, Rcc floor, foundation, pavement, roads, steps, ramps and other similar locations. Handset vertically in regular lines, interstices filled in with smaller stone chips/filling sand including watering and consolidating with proper compaction by mini vibratory roller/10 Ton roller compactor and compacted surface to achieve 98.5 % of proctor density compaction <(>&<)><(>&<)> finishing to the required levels and lines etc. Excavated soil earth surface also including proper compaction by mini vibratory roller compactor and compacted surface to achieve 98.5 % of proctor density compaction. materials, tools, machinery, labour,dewatering of surface and subsurface water and Hard barrication with safety complete as per instruction by EI (Rubble <(>&<)> void fillup materials to be supplied by Contractor). Including MTC <(>&<)> all test as per standard by approverd NABL. (Net Bottom Area of Foundation as per drawing will Be Paid). 3.4 3012151 FORM WORKS OR SHUTTERING Sqm 15300.00 P/E formwork for Sub-structure <(>&<)> Super structure at all height Shutterung Work Providing, erecting and removing formwork for concrete items including forming chamfers, drip moulds, etc. and including scaf folding, centring, finishing concrete surface after striking the formwork etc. complete (Net area of concrete formed shall be measured) : For non-exposed surfaces for all depths up to below plinth level for sub structures. 3.5 3012154 PROVIDE <(>&<)> FIX DEEP POCKET Nos 1000 Provide <(>&<)> Fix deep pocket of all size <(>&<)> depth Providing, fixing, line, leveling and removing formwork for Pocket shuttering for foundation bolts including cleaning pocket inside after concreating, materials, tools, machinery, labour with safety complete as per instruction by EI. 3.6 3012667 P/B REINF BARS HYSD GRADE FE550D MT 400.00 P/B Reinf bars HYSD Grade Fe550D conforming to IS:1786. Providing, cleaning, cutting, bending, supporting, placing, binding with 16 SWG soft annealed wire and placing in position steel reinforcement on/at all levels and locations as per all Rcc 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. , all including materials, tools, machinery, labour, area hard barrication and with safety complete. (Make - TISCO, SAIL, VIZAC, ET, JSW, TATA, ). (Steel rebar will be Provided by Vendor). 3.7 3012765 P<(>&<)>F of MS INSERTS AS PER DRAWING @ALL LEVEL Kg 60000.00 Supply,Fabrication <(>&<)> Erection insert plates, Angles, channels, plain rod bar, lugs <(>&<)> all others inserts in All Sizes Fabricating and fixing in concrete structure at all levels and positions, Mild Steel inserts like rod bar, lugs, plates, angle iron, flats, channels, rod including, welding wherever necessary, complete as per drawing and specification and as per instruction of the Engineer-In-charge and protect-ing the same till final erection. Note : Inserts MS Structures in supply by vendor. 3.8 3012245 P<(>&<)>F MS INSERTS AS PER DRAWING @ALL LEVEL Rmt 300.00 S/F/E Steel Pipe 75 mm Dia.sleeves conduit and pipes Supplying, fabricating and fixing in concrete and masonry, at all levels and positions, Approved MS pipe Steel inserts like pipe sleeves, conduit pipes, pipe specials etc.lugs <(>&<)> all others inserts including, welding wherever necessary, complete as per drawing and specification and as per instruction of the Engineer-In-charge and protect-ing the same till final erection. 3.9 3012245 P<(>&<)>F MS INSERTS AS PER DRAWING @ALL LEVEL Rmt 600.00 Page 36 of 55 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( PUNE) Gat No 437 & 442, Golechiwadi, Ambi-Nigade Road,,MIDCTalegaon, Dist PUNE,410507,Maharashtra,India GSTIN 27AAACE1741P1ZH PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000119753 Date 03.09.2024 Submission Date 13.09.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ 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 S/F/E PVC Pipe 125 mm Dia.sleeves conduit and pipes Supplying, fabricating and fixing in concrete and masonry, at all levels and positions, Approved IS standard PVC pipe (6kg/cm2) like pipe sleeves, conduit pipes, pipe specials etc. <(>&<)> including concreting In perfect alignment at location indicated in drawing, complete as per drawing and specification and as per instruction of the Engineer-In-charge and protect-ing the same till final erection. 3.10 3012480 PROVIDING AND LAYING BLOCK MASONRY Cum 1.00 P/L BM 200mm thk. CM 1:4 Below in sub-structure <(>&<)> superstructure Providing Block masonry 200 mm thick in cement mortar 1:4 in foundation including Providing, screw,joint filler mortar, scaffolding, curing, raking of joints etc complete as directed by Engineer-In-charge. Cement :- Ultratech , JK cement , Shree cement , ACC , Ambuja . Any Other make vendor has to take prior approval 3.11 3003015 BLOCK WORK OF 115 MM THICK INCL. BLOCK, Sqm 1.00 P/L BM 115mm thk. CM 1:4 Below in sub-structure <(>&<)> superstructure Providing Block masonry 115 mm thick in cement mortar 1:4 in foundation including Providing, screw,joint filler mortar, scaffolding, curing, raking of joints etc complete as directed by Engineer-In-charge. Cement :- Ultratech , JK cement , Shree cement , ACC , Ambuja . Item Note : Pune Steel Service Center (SSC)-Phase-1 ANNEXURE-3 BILL OF QUANTITIES FOR MACHINE FOUNDATION CIVIL WORKS 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 QTY 1 Earth Works 1.1 3003928 Excavation for foundations up to 2.0 m depth or part thereof in ALL KIND OF SOIL Cum 5600 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 PCC 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, a rea hard barrication etc. required for excavation safety, hard barrication and other allied works and refilling the side slopes/working space, hard barrication etc.). Level of excavation will considered average ground filled level after stripping of if any vegetat ion removal/ stripping/debridge removing <(>&<)> area Grading. Average ground level sheet will be considered levele third party NABL approved agency as per instructions of Engineer-in-Charge. 1.2 3003928 Excavation for foundations from 2m to 9.5m Depth above in ALL KIND OF SOFT ROCK/ HARD ROCK (Plant Area) Cum 3700 Excavation in all soft and hard rock, using equipments like pick-axe <(>&<)> shovel, Backhoe Loaders, excavators as necessary <(>&<)> including Blasting, Chemical injection, shoring, strutting, bailing, removal of vegetation, shrubs, small trees not exceeding 500.0 mm in girth if any excavating, pumping out of water, carting away and spreading surplus earth etc. complete as per drgs, specifications <(>&<)> as directed by Owner / Consultant, lead upto 500.0 m within site boundary. The measurement for payment shall be for the theoretical excavation Page 37 of 55 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( PUNE) Gat No 437 & 442, Golechiwadi, Ambi-Nigade Road,,MIDCTalegaon, Dist PUNE,410507,Maharashtra,India GSTIN 27AAACE1741P1ZH PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000119753 Date 03.09.2024 Submission Date 13.09.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ 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 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 PCC Area of Foundation only). 1.3 3005416 Backfilling With selected excavated earth Cum 3700 With selected excavated earth with blasting rock-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. ) 2 Water proofing <(>&<)> Grouting 2.1 3014028 PROVIDING <(>&<)> LAYING WATERPROOFING Sqm 1 Providing and laying Kota Stone Waterproofing to base, walls <(>&<)> vertical faces of underground machine foundation structures Providing and laying integral cement based treatment for water proofing on horizontal <(>&<)> vertical surface at all depth below ground level for under ground structures as directed by Engineer-in-Charge and consisting of : i) 1st layer of 20 mm thick approved and specified rough stone slab over a 20 mm thick base of cement mortar 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound of Fosroc/Pidilite/Sika/CICO or approved equivalent conforming to IS:2645 in the recommended proportion over the leveling course. Joints sealed and grouted with cement slurry mixed with water proofing compound. in recommended proportions with a gap of 20 mm (minimum) between stone slabs and the receiving surfaces and filling the gaps with neat cement slurry mixed with water proofing compound and finishing the exterior of stone slab with cement mortar 1:3 (1 cement : 3 coarse sand) 20 mm thick with neat cement punning mixed with water proofing compound in recommended proportion complete at all levels. If leakage is found after completion of the work, the vendor shall be attend water tight <(>&<)> leak proof free of cost. As directed of the Engineer in charge. Note : Providing and laying with a 10 years guarantee of material <(>&<)> applicator on stamp paper to keep the area water proofed. 2.2 3012065 WATERPROOFING CEMENTITIOUS BASE Kg 1800.00 Crystalline Waterproofing Treatment in foundation Base raft <(>&<)> cellar wall Providing performance enhancing waterproofing additives of M/S .SP Concare MR.DRY 701 in concrete Mix. Consumption 4.5Kg/cubic meter considering 9 bag of cementand M30 grade concrete at site (Consumption may change as per concrete Mix Design). If leakage is found after completion of the work, the vendor shall be attend water tight <(>&<)> leak proof free of cost. As directed of the Engineer in charge. Note : Providing and laying with a 10 years guarantee of material <(>&<)> applicator on stamp paper to keep the area water proofed. 2.3 3009006 PROVIDING <(>&<)> LAYING GROUTING Cum 80.00 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. 3 Concrete Works 3.1 3012929 PROVIDING <(>&<)> LAYING PCC M10 Cum 332.00 Providing and laying plain cement concrete Garde M10 with 40 mm downgraded coarse aggregate 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, area hard Page 38 of 55 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( PUNE) Gat No 437 & 442, Golechiwadi, Ambi-Nigade Road,,MIDCTalegaon, Dist PUNE,410507,Maharashtra,India GSTIN 27AAACE1741P1ZH PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000119753 Date 03.09.2024 Submission Date 13.09.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ 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 barrication,dewatering of surface and subsurface water 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 . 3.2 3011816 PROVIDING <(>&<)> LAYING RCC M30 Cum 3400.00 Reinforced Cement Concrete M30 Grade for Sub-structure <(>&<)> Super structure at all height Supplying, Providing and placing of Batching Plant Mixed Concrete for following items including compacting with mechanical vibrators, curing, mix design 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 as per instruction of Engineer-in-charge. a) Machine foundation, 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) Concrete mix design approved by Engineer-in-charge. Including MTC <(>&<)> all test as per standard by approverd NABL. all including materials, tools, machinery, labour, area hard barrication,dewatering of surface and subsurface water and with safety complete. Fill pour card before start concreting and sumit 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 . Cement :- Ultratech , JK cement , Shree cement , ACC , Ambuja . 3.3 3009062 PROVIDING <(>&<)> LAYING OF RUBBLE SOILING Cum 1.00 Providing and laying 230 mm dry rubble soiling stone with maximum 150 mm size hard stones set packing with 2 layers / soling under machine foundation, Rcc floor, foundation, pavement, roads, steps, ramps and other similar locations. Handset vertically in regular lines, interstices filled in with smaller stone chips/filling sand including watering and consolidating with proper compaction by mini vibratory roller/10 Ton roller compactor and compacted surface to achieve 98.5 % of proctor density compaction <(>&<)><(>&<)> finishing to the required levels and lines etc. Excavated soil earth surface also including proper compaction by mini vibratory roller compactor and compacted surface to achieve 98.5 % of proctor density compaction. materials, tools, machinery, labour,dewatering of surface and subsurface water and Hard barrication with safety complete as per instruction by EI (Rubble <(>&<)> void fillup materials to be supplied by Contractor). Including MTC <(>&<)> all test as per standard by approverd NABL. (Net Bottom Area of Foundation as per drawing will Be Paid). 3.4 3012151 FORM WORKS OR SHUTTERING Sqm 15300.00 P/E formwork for Sub-structure <(>&<)> Super structure at all height Shutterung Work Providing, erecting and removing formwork for concrete items including forming chamfers, drip moulds, etc. and including scaf folding, centring, finishing concrete surface after striking the formwork etc. complete (Net area of concrete formed shall be measured) : For non-exposed surfaces for all depths up to below plinth level for sub structures. 3.5 3012154 PROVIDE <(>&<)> FIX DEEP POCKET Nos 1000 Provide <(>&<)> Fix deep pocket of all size <(>&<)> depth Providing, fixing, line, leveling and removing formwork for Pocket shuttering for foundation bolts including cleaning pocket inside after concreating, materials, tools, machinery, labour with safety complete as per instruction by EI. 3.6 3012667 P/B REINF BARS HYSD GRADE FE550D MT 400.00 P/B Reinf bars HYSD Grade Fe550D conforming to IS:1786. Providing, cleaning, cutting, bending, supporting, placing, binding with 16 SWG soft annealed wire and placing in position steel reinforcement on/at all levels and locations as per all Rcc drawings, including handling and transport inside plot premises complete for all R.C.C. Works including supplying <(>&<)> placing concrete cover Page 39 of 55 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( PUNE) Gat No 437 & 442, Golechiwadi, Ambi-Nigade Road,,MIDCTalegaon, Dist PUNE,410507,Maharashtra,India GSTIN 27AAACE1741P1ZH PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000119753 Date 03.09.2024 Submission Date 13.09.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ 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 block etc. complete. Weight of chairs , spacers and required supports are not payble. , all including materials, tools, machinery, labour, area hard barrication and with safety complete. (Make - TISCO, SAIL, VIZAC, ET, JSW, TATA, ). (Steel rebar will be Provided by Vendor). 3.7 3012765 P<(>&<)>F of MS INSERTS AS PER DRAWING @ALL LEVEL Kg 60000.00 Supply,Fabrication <(>&<)> Erection insert plates, Angles, channels, plain rod bar, lugs <(>&<)> all others inserts in All Sizes Fabricating and fixing in concrete structure at all levels and positions, Mild Steel inserts like rod bar, lugs, plates, angle iron, flats, channels, rod including, welding wherever necessary, complete as per drawing and specification and as per instruction of the Engineer-In-charge and protect-ing the same till final erection. Note : Inserts MS Structures in supply by vendor. 3.8 3012245 P<(>&<)>F MS INSERTS AS PER DRAWING @ALL LEVEL Rmt 300.00 S/F/E Steel Pipe 75 mm Dia.sleeves conduit and pipes Supplying, fabricating and fixing in concrete and masonry, at all levels and positions, Approved MS pipe Steel inserts like pipe sleeves, conduit pipes, pipe specials etc.lugs <(>&<)> all others inserts including, welding wherever necessary, complete as per drawing and specification and as per instruction of the Engineer-In-charge and protect-ing the same till final erection. 3.9 3012245 P<(>&<)>F MS INSERTS AS PER DRAWING @ALL LEVEL Rmt 600.00 S/F/E PVC Pipe 125 mm Dia.sleeves conduit and pipes Supplying, fabricating and fixing in concrete and masonry, at all levels and positions, Approved IS standard PVC pipe (6kg/cm2) like pipe sleeves, conduit pipes, pipe specials etc. <(>&<)> including concreting In perfect alignment at location indicated in drawing, complete as per drawing and specification and as per instruction of the Engineer-In-charge and protect-ing the same till final erection. 3.10 3012480 PROVIDING AND LAYING BLOCK MASONRY Cum 1.00 P/L BM 200mm thk. CM 1:4 Below in sub-structure <(>&<)> superstructure Providing Block masonry 200 mm thick in cement mortar 1:4 in foundation including Providing, screw,joint filler mortar, scaffolding, curing, raking of joints etc complete as directed by Engineer-In-charge. Cement :- Ultratech , JK cement , Shree cement , ACC , Ambuja . Any Other make vendor has to take prior approval 3.11 3003015 BLOCK WORK OF 115 MM THICK INCL. BLOCK, Sqm 1.00 P/L BM 115mm thk. CM 1:4 Below in sub-structure <(>&<)> superstructure Providing Block masonry 115 mm thick in cement mortar 1:4 in foundation including Providing, screw,joint filler mortar, scaffolding, curing, raking of joints etc complete as directed by Engineer-In-charge. Cement :- Ultratech , JK cement , Shree cement , ACC , Ambuja . 4 27021529 40 40 50 PROVIDING & LAYING CONDUIT & HUME PIPE 100 M 80 P/L PRECAST TRENCH/DRAIN COVER 2,100 M 60 PROVIDING & LAYING CONDUIT & HUME PIPE 300 M 70 PROVIDING & LAYING CONDUIT & HUME PIPE 1,000 M 90 DRAINAGE CLEANING OF BIG CHAMBERS 20 NO 30 PROVIDING & LAYING PCC M10 160 M3 20 Back filling with excavat erath material 1,240 M3 40 SAND FILLING INCLUDING SAND ,WATERING, 160 M3 10 EXCAVATION IN HARD SOIL INCL.REMOVAL OF 3,090 M3 Email : ASHISH.DUBEY5@AMNS.IN Contact : Name : Ashish Dubey Item Details : Pune Steel Service Center (SSC)-Phase-1 ANNEXURE-4 BILL OF QUANTITIES FOR DRAIN CIVIL WORKS 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 QTY 1 3003924 Excavation : Excavation for Drain work 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 uneven area filling and proper compaction Subgrade area with watering and compaction by use mechanical rammers / plate compactor/ baby roller complete as directed to its maximum dry density and at optimum moisture content etc compaction 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 Page 40 of 55 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( PUNE) Gat No 437 & 442, Golechiwadi, Ambi-Nigade Road,,MIDCTalegaon, Dist PUNE,410507,Maharashtra,India GSTIN 27AAACE1741P1ZH PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000119753 Date 03.09.2024 Submission Date 13.09.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ 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 dimensions of the foundation/structures as per drawing ( Base Area of Drain 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,NABL approved Lab tests, hard barrication etc.). Level of excavation will considered average ground filled level after stripping of if any vegetation removal/ stripping/debridge removing <(>&<)> area Grading. Average ground level sheet will be considered leveled jointly with third party NABL approved agency as per instructions of Engineer-in-Charge. cum 3090.00 2 3005416 Backfilling With selected excavated earth With selected excavated earth/slag-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. ) Cum 1240 3 3012929 Plain Cement Concrete M10 Grade 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 . cum 160.00 4 3003386 P<(>&<)>F RIVER SAND IN DRAIN BOTTOM Supplying and filling approved quality of sand of Zone IV (free from silt,organic material,clean) below foundation pit, flooring, etc. in layers not exceeding 20cm in depth, each deposited layer to be compacted by ramming watering and dressing ,ramming and consolidating complete. volume with all bye works as per drawing, specification and instruction of the Engineer-in-charge. Cost should include all the expenditure for material, royalty, duties, permits, loading, unloading, transportation, placing, compaction etc. complete bye works as per instruction of EIC. The measurement for payment shall be for the theoretical filling volume only as per drawing i.e. for the volume of the block of the filling having the depth and bottom dimensions as per drawing. (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. ) Approved Quality of River Sand Brought from outside. cum 160.00 5 3012374 PROVIDING <(>&<)> LAYING CONDUIT <(>&<)> HUME PIPE Providing, fixing and jointing belowground Reinforced Concrete(RCC), Medium duty,Non-pressure Pipes, Class NP3, with ends of the pipes suitable for flush joints conforming to local standards pipes suitable for flush joints with collars and other fittings etc. of approved make including making excavating the earth upto 1.5 mtr deep <(>&<)> required width, consolidating and disposal of surplus excavated soil within 2 km . Encasing of hume pipe with PCC (1:4:8) <(>&<)> murrum filling as per IFC drg or directed by the Engineer in-charge, laying the pipe, formwork, encasing with cement mortar and gravel/murrum all-round the pipe of thickness as per IFC drawing, refilling the soil, compact the filled soil, etc. complete including testing of pipelines as per spec. also work involves for road crossing. Nominal diameter of the pipe in mm Note : As per AIL approved make with MTC. Page 41 of 55 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( PUNE) Gat No 437 & 442, Golechiwadi, Ambi-Nigade Road,,MIDCTalegaon, Dist PUNE,410507,Maharashtra,India GSTIN 27AAACE1741P1ZH PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000119753 Date 03.09.2024 Submission Date 13.09.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ 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 5.1 P<(>&<)>L NP-3 HUME PIPE 300 MM DIA Rmt 100.00 5.2 P<(>&<)>L NP-3 HUME PIPE 450 MM DIA Rmt 300.00 5.3 P<(>&<)>L NP-3 HUME PIPE 600 MM DIA Rmt 1000.00 6 3016147 P/L PRECAST TRENCH/DRAIN COVER P<(>&<)>L PRECAST U SHAPE DRAIN T25 WITH COVER Providing <(>&<)> laying ,unloading of Precast drain, covers, Stacking the same, shifting of the precast drain as per the direction of engineer. The drain should be in line and level as per IFC drg. Measurement will be based on running meter of drain. The rates will be including fixing of cover. Drain including goorve filling (GP2 Fosroc-M65), drainage hole as per IFC design drawings <(>&<)> oil bond paint with primer (1 coat primer+2 coats oil yellow <(>&<)> black paint), making drainage openings and curves, MTC <(>&<)> all supply lots material sample testing by NABL approved Lab in present of EIC, area cleaning, lifting,machine cut ,grouting etc, materials, tools, machinery, labour and Hard barrication with safety complete complete as per specifications and drawings as approved by the Engineer-in-charge. (Paint make- Berger ,Asian,Nerolac,ICI) Note : As per AMNS approved make with MTC. (Make : FUJI Silvertech or AMNS approved Make before supply materials) Drain 300mm x 300mm (T-25) Rmt 0.00 Drain 450mm x 450mm (T-25) Rmt Drain 600mm x 600mm (T-25) Rmt Drain 750mm x 750mm (T-25) Rmt Drain 900mm x 900mm (T-25) Rmt 2100 Drain 1200mm x 1200mm (T-25) Rmt 7 3002624 DRAINAGE CLEANING OF BIG CHAMBERS P<(>&<)>L IC 1.2X1.2 UP TO 2M DEPTH WITHCOVER Manhole 230mm brick masonry chamber access with RCC precast cover of 100 mm for individual unit weight not exceeding 500 kg up to 2000mm including making excavating the earth upto 2000 mm deep <(>&<)> required width, consolidating and disposal of surplus excavated soil within 5 km, providing 230mm rubble, PCC M:10 as directed by the Engineer in-charge, formwork, 12mm thick internal plaster, refilling the soil, compact the filled soil, etc as per given IFC drawing. 1200 x 1200mm internal dimension Nos 20.00 Item Note : Page 42 of 55 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( PUNE) Gat No 437 & 442, Golechiwadi, Ambi-Nigade Road,,MIDCTalegaon, Dist PUNE,410507,Maharashtra,India GSTIN 27AAACE1741P1ZH PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000119753 Date 03.09.2024 Submission Date 13.09.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ 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 5 27021532 10 50 30 Back filling with excavat erath material 2,700 M3 50 S&L M30 C GRADE RCC AT & BELOW FGL 400 M3 180 P & A TWO COATS OF OIL BOUND DISTEMPER 652 M2 70 RCC-M30 -FLOORING INCLUDING SHUTTERING 1,000 M3 110 S&F:STRAIGHT SHUTTERING AT & ALL DEPTHS 1,400 M2 120 S&F STRAIGHT SHUTTERING ALL HT ABOVE FGL 450 M2 150 PROVIDING AND LAYING BRICK MASONRY 150 M3 90 P & F SHALITEX BOARD IN EXP/CON JOINT 160 M 190 WEATHER PROOF PAINTING TO EXTERNAL SURFA 652 M2 210 Breaking of Brick / Block Masonry & 110 M3 60 S&L M30 C GRADE RCC ABOVE FGL 100 M3 130 PROVIDING & FIXING OF REINFORCEMENT 130 TO 140 S&F M.S. PLATES FOR ANCHOR BOX,BOLT FIX 3 TO 80 P & L POLYURETHANE SEALANT JOINT 2,400 M 20 Earth Work Excavation 1,230 M3 160 Plastering - Internal 12mm 652 M2 10 Earth Work Excavation 820 M3 100 PROVIDING & LAYING GROUTING 4 M3 40 PROVIDING & LAYING PCC M10 500 M3 170 P/A 20MM THK EXTERIOR PLASTER WITH CM 652 M2 200 P&A of Epoxy Lining 4,730 M2 Email : SHRINIWAS.RANSHRUNGARE@SSL.AMNS.IN Contact : Name : Shriniwas Ranshrungare Item Details : Sr. No. Service Code DESCRIPTION UNIT RATE QTY 1 Earth Works 1.1 3003928 Excavation for foundations up to 2.0 m depth or part thereof in ALL KIND OF SOIL Cum 350.00 820 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 PCC 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, a rea hard barrication etc. required for excavation safety, hard barrication and other allied works and refilling the side slopes/working space, hard barrication etc.). Level of excavation will considered average ground filled level after stripping of if any vegetat ion removal/ stripping/debridge removing <(>&<)> area Grading. Average ground level sheet will be considered levele third party NABL approved agency as per instructions of Engineer-in-Charge. 1.2 3003928 Excavation for foundations from 2m to 6m Depth above in ALL KIND OF SOFT ROCK/ HARD ROCK (Plant Area) Cum 850.00 1230 Excavation in all soft and hard rock, using equipments like pick-axe <(>&<)> shovel, Backhoe Loaders, excavators as necessary <(>&<)> including Blasting, Chemical injection, shoring, strutting, bailing, removal of vegetation, shrubs, small trees not exceeding 500.0 mm in girth if any excavating, pumping out of water, carting away and spreading surplus earth etc. complete as per drgs, specifications <(>&<)> as directed by Owner / Consultant, lead upto 500.0 m within site boundary. 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 PCC Area of Foundation only). 1.3 3005416 Backfilling With selected excavated earth Cum 230.00 2700 With selected excavated earth with blasting rock-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. ) 2 Concrete Works 2.1 3012929 Plain Cement Concrete M10 Grade Cum 5500.00 500 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 Page 43 of 55 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( PUNE) Gat No 437 & 442, Golechiwadi, Ambi-Nigade Road,,MIDCTalegaon, Dist PUNE,410507,Maharashtra,India GSTIN 27AAACE1741P1ZH PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000119753 Date 03.09.2024 Submission Date 13.09.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ 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 be as per IS code) Concrete mix design approved by Engineer-in-charge. Cement :- Ultratech , JK cement , Shree cement , ACC , Ambuja . 2.3 3013966 Reinforced Cement Concrete M30 Grade for Sub-structure Cum 7200.00 400 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 . Fill pour card before start concreting and sumit MTC and test reports on the basis of test conduct on site. 2.4 3013967 Reinforced Cement Concrete M30 Grade for Super structure (Upto 6.0 m ht.) Cum 7200.00 100 Supplying Providing and placing of Batching Plant Mixed Concrete for following items, for super structure above plinth level to 6.00m height ,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. If quality issue are found after concreting, vendor shall be attend all tests <(>&<)> rectify free of cost. a) Columns, beams, slab, deck slab, walls, staircase waist slab and steps, lintels,Chajjas etc. with M30 grade concrete having 20 mm down graded coarse aggregate. (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 . Fill pour card before start concreting and sumit MTC and test reports on the basis of test conduct on site 2.6 3016078 Vacuum dewatered TREMIX Flooring RCC work Cum 8600.00 1000 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, 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. Note : Appling surface Fosroc Nitobond EP Bonding Agent on floor to bond old concrete with new concrete. The rate for reinforcement to be paid separately. Fill pour card before start concreting and sumit 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 . Cement :- Ultratech , JK cement , Shree cement , ACC , Ambuja . Page 44 of 55 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( PUNE) Gat No 437 & 442, Golechiwadi, Ambi-Nigade Road,,MIDCTalegaon, Dist PUNE,410507,Maharashtra,India GSTIN 27AAACE1741P1ZH PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000119753 Date 03.09.2024 Submission Date 13.09.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ 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 2.7 3013684 P <(>&<)> L POLYURETHANE SEALANT JOINT Rmt 260.00 2400 CONSTRUCTION AND CONTROL JOINT WITH SEALANT expansion / contraction joints in R.C floor slabs, beams, columns at any floor level. Cutting grooves using floor saw at construction joints 4mm wide <(>&<)> depth 12mm <(>&<)> Control join with panels of size 4.5m x 4.5m for following width and depth. Saw cut shall be performed within 24 hrs from the time of mixing of the concrete. Cost shall include all the material, machine and labour complete for the job etc., complete as directed by Engineer in charge... Filling the joint by sealant with COLPOR200 PS of FOSROC or equallent brand sealant applied over primer laid as per manufactures specifications etc., all complete as directed by Engineer-in-Charge. 2.8 3013683 P <(>&<)> F SHALITEX BOARD IN EXP/CON JOINT Rmt 2450.00 160 Expansion joint FILLER BOARD expansion / contraction joints in R.C floor slabs, beams, columns, brick walls upto 230mm wide at any floor level. Providing and placing of Hydrocel-XL Board in position in horizontal and vertical planes 20 mm thick x 230 mm deep Dura board of Cross Linked Polyethylene Foam in HD-100 Grade, white Colour, Supreme Industries Limited at expansion / isolation joint locations etc.., including top 20 x 50 mm to be cut in proper line and refixing in position using double sided adhesive tape, for filling the sealant with COLPOR200 PS of FOSROC or equallent brand sealant applied over primer laid as per manufactures specifications etc as directed by Engineer-in-Charge. 2.9 3009006 Providing <(>&<)> Laying Grouting Cum. 60000.00 4 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. 2.10 3013979 P/E formwork below plinth 6.00mtr <(>&<)> up to plinth level ( Sub Structure) Sqm 625.00 1400 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. 2.11 3013980 P/E formwork above plinth level up to 6.0m height Sqm 650.00 450 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, aligning to line <(>&<)> levels, smooth surface finishing <(>&<)> complete as per Engineer In charges instructions etc. complete (Net area of concrete formed shall be measured): For exposed surfaces from plinth to 6.00mtrs level for super structures (up to first floor Top). Material of form for columns should be of MS sheet and frame. 2.13 3015471 P/B Reinf bars HYSD Grade CRS / Fe550D conforming to IS:1786. MT 81800.00 130 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.. (Steel rebar will be Provided by Vendor).. (Make - TISCO, SAIL, VIZAC, ET, JSW, TATA, ). 2.15 3013975 Supplying, erecting <(>&<)> fixing Foundation anchor bolts MT 100000.00 3.00 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 Page 45 of 55 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( PUNE) Gat No 437 & 442, Golechiwadi, Ambi-Nigade Road,,MIDCTalegaon, Dist PUNE,410507,Maharashtra,India GSTIN 27AAACE1741P1ZH PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000119753 Date 03.09.2024 Submission Date 13.09.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ 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 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 12m 230mm thk. (1:4) Cum 7500.00 150 Providing First class clay burnt red brickwork 230mm thick Brick 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 test report. 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 . The brick work shall conform to IS:2212, Sand shall conform to IS:2116, Cement shall conform to IS:269, Cement mortar shall conform to IS:2250 and Brick shall conform to IS:3495. 3.2 3009646 P/A internal plaster 12mm thk with CM (1:4 ) up to 12.0m height Sqm 445.00 652 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 12m height Sqm 590.00 652 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 100.00 652 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. 3.5 3013930 Weather Proof Painting to external surface of walls Sqm 205.00 652 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. 4 Other Necessary works 4.1 3008910 P<(>&<)>A of Epoxy Lining Epoxy flooring: Providing <(>&<)> laying minimum 3 mm thick Epoxy Page 46 of 55 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( PUNE) Gat No 437 & 442, Golechiwadi, Ambi-Nigade Road,,MIDCTalegaon, Dist PUNE,410507,Maharashtra,India GSTIN 27AAACE1741P1ZH PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000119753 Date 03.09.2024 Submission Date 13.09.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ 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 flooring conforming to IS 4631-1986, including surface preparation, primer application, epoxy under laying course and the final self leveling layer of epoxy coating, all complete, dust free <(>&<)> as directed by the engineer in charge at site. Sqm 850.00 4730.00 4.2 3008804 Breaking of Brick Masonry Cum 1000.00 110.00 Dismentling brickwork 230mm thick Brick /Block masonry manually/by mechanical means including 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, 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 <(>&<)> brickwork complete with all bye works as per drawing, specification and instruc-tions of the Engineer In charge. a) 230 mm thick (in cement mortar 1:4). No saperate payment will be made for form work, scaffolding or other related works. Before breaking any area measurement to be record with the Engineer-in-charge for payment. Item Note : Sr. No. Service Code DESCRIPTION UNIT RATE QTY 1 Earth Works 1.1 3003928 Excavation for foundations up to 2.0 m depth or part thereof in ALL KIND OF SOIL Cum 350.00 820 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 PCC 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, a rea hard barrication etc. required for excavation safety, hard barrication and other allied works and refilling the side slopes/working space, hard barrication etc.). Level of excavation will considered average ground filled level after stripping of if any vegetat ion removal/ stripping/debridge removing <(>&<)> area Grading. Average ground level sheet will be considered levele third party NABL approved agency as per instructions of Engineer-in-Charge. 1.2 3003928 Excavation for foundations from 2m to 6m Depth above in ALL KIND OF SOFT ROCK/ HARD ROCK (Plant Area) Cum 850.00 1230 Excavation in all soft and hard rock, using equipments like pick-axe <(>&<)> shovel, Backhoe Loaders, excavators as necessary <(>&<)> including Blasting, Chemical injection, shoring, strutting, bailing, removal of vegetation, shrubs, small trees not exceeding 500.0 mm in girth if any excavating, pumping out of water, carting away and spreading surplus earth etc. complete as per drgs, specifications <(>&<)> as directed by Owner / Consultant, lead upto 500.0 m within site boundary. 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 PCC Area of Foundation only). 1.3 3005416 Backfilling With selected excavated earth Cum 230.00 2700 Page 47 of 55 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( PUNE) Gat No 437 & 442, Golechiwadi, Ambi-Nigade Road,,MIDCTalegaon, Dist PUNE,410507,Maharashtra,India GSTIN 27AAACE1741P1ZH PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000119753 Date 03.09.2024 Submission Date 13.09.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ 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 With selected excavated earth with blasting rock-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. ) 2 Concrete Works 2.1 3012929 Plain Cement Concrete M10 Grade Cum 5500.00 500 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 . 2.3 3013966 Reinforced Cement Concrete M30 Grade for Sub-structure Cum 7200.00 400 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 . Fill pour card before start concreting and sumit MTC and test reports on the basis of test conduct on site. 2.4 3013967 Reinforced Cement Concrete M30 Grade for Super structure (Upto 6.0 m ht.) Cum 7200.00 100 Supplying Providing and placing of Batching Plant Mixed Concrete for following items, for super structure above plinth level to 6.00m height ,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. If quality issue are found after concreting, vendor shall be attend all tests <(>&<)> rectify free of cost. a) Columns, beams, slab, deck slab, walls, staircase waist slab and steps, lintels,Chajjas etc. with M30 grade concrete having 20 mm down graded coarse aggregate. (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 . Fill pour card before start concreting and sumit MTC and test reports on the basis of test conduct on site 2.6 3016078 Vacuum dewatered TREMIX Flooring RCC work Cum 8600.00 1000 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 Page 48 of 55 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( PUNE) Gat No 437 & 442, Golechiwadi, Ambi-Nigade Road,,MIDCTalegaon, Dist PUNE,410507,Maharashtra,India GSTIN 27AAACE1741P1ZH PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000119753 Date 03.09.2024 Submission Date 13.09.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ 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 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, 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. Note : Appling surface Fosroc Nitobond EP Bonding Agent on floor to bond old concrete with new concrete. The rate for reinforcement to be paid separately. Fill pour card before start concreting and sumit 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 . Cement :- Ultratech , JK cement , Shree cement , ACC , Ambuja . 2.7 3013684 P <(>&<)> L POLYURETHANE SEALANT JOINT Rmt 260.00 2400 CONSTRUCTION AND CONTROL JOINT WITH SEALANT expansion / contraction joints in R.C floor slabs, beams, columns at any floor level. Cutting grooves using floor saw at construction joints 4mm wide <(>&<)> depth 12mm <(>&<)> Control join with panels of size 4.5m x 4.5m for following width and depth. Saw cut shall be performed within 24 hrs from the time of mixing of the concrete. Cost shall include all the material, machine and labour complete for the job etc., complete as directed by Engineer in charge... Filling the joint by sealant with COLPOR200 PS of FOSROC or equallent brand sealant applied over primer laid as per manufactures specifications etc., all complete as directed by Engineer-in-Charge. 2.8 3013683 P <(>&<)> F SHALITEX BOARD IN EXP/CON JOINT Rmt 2450.00 160 Expansion joint FILLER BOARD expansion / contraction joints in R.C floor slabs, beams, columns, brick walls upto 230mm wide at any floor level. Providing and placing of Hydrocel-XL Board in position in horizontal and vertical planes 20 mm thick x 230 mm deep Dura board of Cross Linked Polyethylene Foam in HD-100 Grade, white Colour, Supreme Industries Limited at expansion / isolation joint locations etc.., including top 20 x 50 mm to be cut in proper line and refixing in position using double sided adhesive tape, for filling the sealant with COLPOR200 PS of FOSROC or equallent brand sealant applied over primer laid as per manufactures specifications etc as directed by Engineer-in-Charge. 2.9 3009006 Providing <(>&<)> Laying Grouting Cum. 60000.00 4 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. 2.10 3013979 P/E formwork below plinth 6.00mtr <(>&<)> up to plinth level ( Sub Structure) Sqm 625.00 1400 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. 2.11 3013980 P/E formwork above plinth level up to 6.0m height Sqm 650.00 450 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, Page 49 of 55 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( PUNE) Gat No 437 & 442, Golechiwadi, Ambi-Nigade Road,,MIDCTalegaon, Dist PUNE,410507,Maharashtra,India GSTIN 27AAACE1741P1ZH PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000119753 Date 03.09.2024 Submission Date 13.09.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ 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 sealing joints, aligning to line <(>&<)> levels, smooth surface finishing <(>&<)> complete as per Engineer In charges instructions etc. complete (Net area of concrete formed shall be measured): For exposed surfaces from plinth to 6.00mtrs level for super structures (up to first floor Top). Material of form for columns should be of MS sheet and frame. 2.13 3015471 P/B Reinf bars HYSD Grade CRS / Fe550D conforming to IS:1786. MT 81800.00 130 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.. (Steel rebar will be Provided by Vendor).. (Make - TISCO, SAIL, VIZAC, ET, JSW, TATA, ). 2.15 3013975 Supplying, erecting <(>&<)> fixing Foundation anchor bolts MT 100000.00 3.00 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 12m 230mm thk. (1:4) Cum 7500.00 150 Providing First class clay burnt red brickwork 230mm thick Brick 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 test report. 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 . The brick work shall conform to IS:2212, Sand shall conform to IS:2116, Cement shall conform to IS:269, Cement mortar shall conform to IS:2250 and Brick shall conform to IS:3495. 3.2 3009646 P/A internal plaster 12mm thk with CM (1:4 ) up to 12.0m height Sqm 445.00 652 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 12m height Sqm 590.00 652 Page 50 of 55 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( PUNE) Gat No 437 & 442, Golechiwadi, Ambi-Nigade Road,,MIDCTalegaon, Dist PUNE,410507,Maharashtra,India GSTIN 27AAACE1741P1ZH PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000119753 Date 03.09.2024 Submission Date 13.09.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ 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 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 100.00 652 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. 3.5 3013930 Weather Proof Painting to external surface of walls Sqm 205.00 652 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. 4 Other Necessary works 4.1 3008910 P<(>&<)>A of Epoxy Lining Epoxy flooring: Providing <(>&<)> laying minimum 3 mm thick Epoxy flooring conforming to IS 4631-1986, including surface preparation, primer application, epoxy under laying course and the final self leveling layer of epoxy coating, all complete, dust free <(>&<)> as directed by the engineer in charge at site. Sqm 850.00 4730.00 4.2 3008804 Breaking of Brick Masonry Cum 1000.00 110.00 Dismentling brickwork 230mm thick Brick /Block masonry manually/by mechanical means including 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, 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 <(>&<)> brickwork complete with all bye works as per drawing, specification and instruc-tions of the Engineer In charge. a) 230 mm thick (in cement mortar 1:4). No saperate payment will be made for form work, scaffolding or other related works. Before breaking any area measurement to be record with the Engineer-in-charge for payment. 6 27021543 10 60 70 BACKFILLING AND LEVELLING 19,000 M3 100 SUPPLY STONE MATERIAL FOR RE WALL FASCIA 3,500 M3 80 REINFORCED EARTH WALL 3,000 M2 120 MISELLANOUS JOBS AS PER SCOPE OF WORK 1 LO 90 PROVIDING PITCHING TRAP STONE BOULDERS 600 M3 40 Back filling with excavat erath material 39,900 M3 110 Breaking of RCC & shifting of debris 600 M3 60 CONTOUR MAKING ON LANDSCAPING AREA 38,000 M2 20 HARD ROCK SOIL EXCAVATION 21,370 M3 50 BUSH CUTTING AND AREA LEVELLING WORK 31,300 M2 10 Earth Work Excavation 35,260 M3 30 Earth Work Excavation 9,500 M3 Email : SHRINIWAS.RANSHRUNGARE@SSL.AMNS.IN Contact : Name : Shriniwas Ranshrungare Item Details : Sr. No. Service Code DESCRIPTION UNIT RATE QTY 1 Earth Works 1.1 3003928 Excavation for foundations up to 2.0 m depth or part thereof in ALL KIND OF SOIL (Plant Area) Cum 350.00 35260 Earthwork in excavation for in all kinds of soil (excluding hard rock requiring chiselling or blasting) and including necessary safety, 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. 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, hard barrication etc.). Level of excavation will considered average ground filled level after stripping of if any vegetation removal/ stripping/debridge removing <(>&<)> area Grading. Page 51 of 55 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( PUNE) Gat No 437 & 442, Golechiwadi, Ambi-Nigade Road,,MIDCTalegaon, Dist PUNE,410507,Maharashtra,India GSTIN 27AAACE1741P1ZH PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000119753 Date 03.09.2024 Submission Date 13.09.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ 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 Average ground level sheet <(>&<)> contour survey will be considered leveled jointly with third party NABL approved agency as per instructions of Engineer-in-Charge. Contour level sheet should be approved by AMNS before starting the excavation. (The measurement for payment shall be for the theoretical net volume only as per drawing <(>&<)> approved contour level plan i.e. for the volume of the block of the excavation having the depth and maximum bottom dimensions of the Plant plan area/foundation/structures as per drawing. ) 1.2 3018572 Excavation for foundations from 2m to 5m depth above in ALL KIND OF SOFT ROCK/ HARD ROCK (Plant Area) Cum 850.00 21370 Excavation in all soft and hard rock, using equipments like pick-axe <(>&<)> shovel, Backhoe Loaders, excavators as necessary safety <(>&<)> including Blasting, Chemical injection, shoring, strutting, bailing, removal of vegetation, shrubs, small trees not exceeding 500.0 mm in girth if any excavating, pumping out of water, carting away and spreading surplus earth etc. complete as per drgs, specifications <(>&<)> as directed by Owner / Consultant, lead upto 500.0 m within site boundary. (The measurement for payment shall be for the theoretical net volume only as per drawing <(>&<)> approved contour level plan i.e. for the volume of the block of the excavation having the depth and maximum bottom dimensions of the Plant plan area/foundation/structures as per drawing. ) 1.3 3003928 Excavation for Reinforced Earth Wall Cum 500.00 9500 Earthwork in excavation for in all kinds of soil (excluding hard rock requiring chiselling or blasting) and including necessary safety, 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. 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, hard barrication etc.). Level of excavation will considered average ground filled level after stripping of if any vegetation removal/ stripping/debridge removing <(>&<)> area Grading. Average ground level sheet <(>&<)> contour survey will be considered leveled jointly with third party NABL approved agency as per instructions of Engineer-in-Charge. Contour level sheet should be approved by AMNS before starting the excavation. (The measurement for payment shall be for the theoretical net volume only as per drawing <(>&<)> approved contour level plan i.e. for the volume of the block of the excavation having the depth and maximum bottom dimensions of the Plant plan area/foundation/structures as per drawing. ) 1.4 3005416 Backfilling With selected excavated earth (plant area <(>&<)> earthen Slope <(><<)>4m) Cum 230.00 39900 With selected excavated earth with blasting rock-Backfilling around plant land development, foundations, trenches, sumps, pits, su bstructures, plinth area, walls etc. at all depth with stacked soil near construction boundary <(>&<)> lead of withi 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 pernecessary safety <(>&<)> specification or instruction by Engineer-in-charge. (The measurement for payment shall be for the theoretical net volume only as per drawing <(>&<)> approved contour level plan 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. ) 1.5 3004773 BUSH CUTTING AND AREA LEVELLING WORK Page 52 of 55 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( PUNE) Gat No 437 & 442, Golechiwadi, Ambi-Nigade Road,,MIDCTalegaon, Dist PUNE,410507,Maharashtra,India GSTIN 27AAACE1741P1ZH PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000119753 Date 03.09.2024 Submission Date 13.09.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ 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 Bush/ Tree/ vegetation <(>&<)> all necessary cutting required to make the excvation profile for reinforced earth wall <(>&<)> earth work in the plant area as per contour layout. Including all materials, tools, plant <(>&<)> machinery and labour complete as per directions of Engineer-in-charge. The measurement for payment shall be theoretical net area only as per joint measurement records <(>&<)> survey records. All JMR should be verify <(>&<)> sign of by site Incharge <(>&<)> plant head on regular basis. Sqm 30.00 31300.00 1.6 3004156 Contour survay for entire plant including reinforced earth wall area as per plant area layout (Refer referance plant layout) including furnishing of separate survey reports for site cutting <(>&<)> filling area as described in plant area scope of work. Map cad file <(>&<)> hard colour copies of the maps shall be submitted. The measurement for payment shall be net area only as per jointly contour survey records area. Sqm 4.00 38000.00 1.7 3013959 Structural Backfilling for Reinforced Earth Wall Cum 1000.00 19000 Providing Structure backfill works in layerwise (200 mm) with approved filled materials, Compaction as per standards <(>&<)> codal Provision, necessary materials <(>&<)> field testing, gradations, compaction <(>&<)> necessary approach for machinary movement. complete bye works as per necessary safety <(>&<)> specification or instruction by Engineer-in-charge. 1.8 Reinforced Earth wall Sq.m 9200.00 3000 Construction of reinforced earth wall including design, supervision ,stone facing Fascia installation, warranty, all approved materials, reinforcement, drainage, Weep holes, surface preparation, equipment, engineering, NABL lab testing measures, labour works (inc luding Structural backfilling materials and cutting materials <(>&<)> all are required as per contours, neccessary a carried out works and all neccessary for reinforced earth wall. complete bye works as per necessary safety <(>&<)> specification design drawings or instruction by Engineer-in-charge. 1.9 3015653 Providing <(>&<)> Laying Pitching trap stone boulders Cum 2450.00 600.00 Dry stone pitching 230mm thick laid in courses and required slopes profile with hammer dressed stones having no sides less than 150mm size ,with minimum depth of 20cm including preparing the bedding surface, Handset vertically in regular lines, finishing to the required levels and lines,Stone for pitching should be a clean, hard, dense and durable rock free from cracks, seams or other imperfections, including bush removing <(>&<)> disposal withing plant premises etc. all complete materials, tools, machinery, labour,dewatering of surface and subsurface water and Hard barrication with safety complete as per instruction by EI (Rubble <(>&<)> joint fillup materials to be supplied by Contractor). Including MTC <(>&<)> all test as per standard by approverd NABL. (Net Bottom Area of slope as per design drawing will Be Paid). 1.10 Supply of stone material for RE Wall Fascia Cum 1000.00 3500.00 Approved Stone materials as per standards <(>&<)> codal Provision, necessary NABL lab testing <(>&<)> gradations. 1.11 3008803 PCC/RCC Dismantling Incl. All Cum 2050.00 600.00 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 <(>&<)> as per direction of Engineer-in-charge: Before breaking any area measurement to be record with the Engineer-in-charge for payment. 1.12 3000464 JOBS AS PER SCOPE OF WORK Unforseen Work arise after excavation <(>&<)> contour Survey LS Item Note : Sr. No. Service Code DESCRIPTION UNIT RATE QTY 1 Earth Works 1.1 3003928 Excavation for foundations up to 2.0 m depth or part thereof in ALL KIND OF SOIL (Plant Area) Cum 350.00 35260 Page 53 of 55 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( PUNE) Gat No 437 & 442, Golechiwadi, Ambi-Nigade Road,,MIDCTalegaon, Dist PUNE,410507,Maharashtra,India GSTIN 27AAACE1741P1ZH PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000119753 Date 03.09.2024 Submission Date 13.09.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ 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 Earthwork in excavation for in all kinds of soil (excluding hard rock requiring chiselling or blasting) and including necessary safety, 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. 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, hard barrication etc.). Level of excavation will considered average ground filled level after stripping of if any vegetation removal/ stripping/debridge removing <(>&<)> area Grading. Average ground level sheet <(>&<)> contour survey will be considered leveled jointly with third party NABL approved agency as per instructions of Engineer-in-Charge. Contour level sheet should be approved by AMNS before starting the excavation. (The measurement for payment shall be for the theoretical net volume only as per drawing <(>&<)> approved contour level plan i.e. for the volume of the block of the excavation having the depth and maximum bottom dimensions of the Plant plan area/foundation/structures as per drawing. ) 1.2 3018572 Excavation for foundations from 2m to 5m depth above in ALL KIND OF SOFT ROCK/ HARD ROCK (Plant Area) Cum 850.00 21370 Excavation in all soft and hard rock, using equipments like pick-axe <(>&<)> shovel, Backhoe Loaders, excavators as necessary safety <(>&<)> including Blasting, Chemical injection, shoring, strutting, bailing, removal of vegetation, shrubs, small trees not exceeding 500.0 mm in girth if any excavating, pumping out of water, carting away and spreading surplus earth etc. complete as per drgs, specifications <(>&<)> as directed by Owner / Consultant, lead upto 500.0 m within site boundary. (The measurement for payment shall be for the theoretical net volume only as per drawing <(>&<)> approved contour level plan i.e. for the volume of the block of the excavation having the depth and maximum bottom dimensions of the Plant plan area/foundation/structures as per drawing. ) 1.3 3003928 Excavation for Reinforced Earth Wall Cum 500.00 9500 Earthwork in excavation for in all kinds of soil (excluding hard rock requiring chiselling or blasting) and including necessary safety, 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. 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, hard barrication etc.). Level of excavation will considered average ground filled level after stripping of if any vegetation removal/ stripping/debridge removing <(>&<)> area Grading. Average ground level sheet <(>&<)> contour survey will be considered leveled jointly with third party NABL approved agency as per instructions of Engineer-in-Charge. Contour level sheet should be approved by AMNS before starting the excavation. (The measurement for payment shall be for the theoretical net volume only as per drawing <(>&<)> approved contour level plan i.e. for the volume of the block of the excavation having the depth and maximum bottom dimensions of the Plant plan area/foundation/structures as per drawing. ) 1.4 3005416 Backfilling With selected excavated earth (plant area <(>&<)> earthen Slope <(><<)>4m) Cum 230.00 39900 With selected excavated earth with blasting rock-Backfilling around Page 54 of 55 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( PUNE) Gat No 437 & 442, Golechiwadi, Ambi-Nigade Road,,MIDCTalegaon, Dist PUNE,410507,Maharashtra,India GSTIN 27AAACE1741P1ZH PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000119753 Date 03.09.2024 Submission Date 13.09.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ 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 plant land development, foundations, trenches, sumps, pits, su bstructures, plinth area, walls etc. at all depth with stacked soil near construction boundary <(>&<)> lead of withi 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 pernecessary safety <(>&<)> specification or instruction by Engineer-in-charge. (The measurement for payment shall be for the theoretical net volume only as per drawing <(>&<)> approved contour level plan 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. ) 1.5 3004773 BUSH CUTTING AND AREA LEVELLING WORK Bush/ Tree/ vegetation <(>&<)> all necessary cutting required to make the excvation profile for reinforced earth wall <(>&<)> earth work in the plant area as per contour layout. Including all materials, tools, plant <(>&<)> machinery and labour complete as per directions of Engineer-in-charge. The measurement for payment shall be theoretical net area only as per joint measurement records <(>&<)> survey records. All JMR should be verify <(>&<)> sign of by site Incharge <(>&<)> plant head on regular basis. Sqm 30.00 31300.00 1.6 3004156 Contour survay for entire plant including reinforced earth wall area as per plant area layout (Refer referance plant layout) including furnishing of separate survey reports for site cutting <(>&<)> filling area as described in plant area scope of work. Map cad file <(>&<)> hard colour copies of the maps shall be submitted. The measurement for payment shall be net area only as per jointly contour survey records area. Sqm 4.00 38000.00 1.7 3013959 Structural Backfilling for Reinforced Earth Wall Cum 1000.00 19000 Providing Structure backfill works in layerwise (200 mm) with approved filled materials, Compaction as per standards <(>&<)> codal Provision, necessary materials <(>&<)> field testing, gradations, compaction <(>&<)> necessary approach for machinary movement. complete bye works as per necessary safety <(>&<)> specification or instruction by Engineer-in-charge. 1.8 Reinforced Earth wall Sq.m 9200.00 3000 Construction of reinforced earth wall including design, supervision ,stone facing Fascia installation, warranty, all approved materials, reinforcement, drainage, Weep holes, surface preparation, equipment, engineering, NABL lab testing measures, labour works (inc luding Structural backfilling materials and cutting materials <(>&<)> all are required as per contours, neccessary a carried out works and all neccessary for reinforced earth wall. complete bye works as per necessary safety <(>&<)> specification design drawings or instruction by Engineer-in-charge. 1.9 3015653 Providing <(>&<)> Laying Pitching trap stone boulders Cum 2450.00 600.00 Dry stone pitching 230mm thick laid in courses and required slopes profile with hammer dressed stones having no sides less than 150mm size ,with minimum depth of 20cm including preparing the bedding surface, Handset vertically in regular lines, finishing to the required levels and lines,Stone for pitching should be a clean, hard, dense and durable rock free from cracks, seams or other imperfections, including bush removing <(>&<)> disposal withing plant premises etc. all complete materials, tools, machinery, labour,dewatering of surface and subsurface water and Hard barrication with safety complete as per instruction by EI (Rubble <(>&<)> joint fillup materials to be supplied by Contractor). Including MTC <(>&<)> all test as per standard by approverd NABL. (Net Bottom Area of slope as per design drawing will Be Paid). 1.10 Supply of stone material for RE Wall Fascia Cum 1000.00 3500.00 Approved Stone materials as per standards <(>&<)> codal Provision, necessary NABL lab testing <(>&<)> gradations. 1.11 3008803 PCC/RCC Dismantling Incl. All Cum 2050.00 600.00 Dismantling of PCC/RCC manually/by mechanical means including Page 55 of 55 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( PUNE) Gat No 437 & 442, Golechiwadi, Ambi-Nigade Road,,MIDCTalegaon, Dist PUNE,410507,Maharashtra,India GSTIN 27AAACE1741P1ZH PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000119753 Date 03.09.2024 Submission Date 13.09.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ 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 stacking of serviceable material <(>&<)> disposal of unserviceable material outside site at unobjectionable place (within plant premises), separation of reinforcement from concrete <(>&<)> as per direction of Engineer-in-charge: Before breaking any area measurement to be record with the Engineer-in-charge for payment. 1.12 3000464 JOBS AS PER SCOPE OF WORK Unforseen Work arise after excavation <(>&<)> contour Survey LS

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