Tender For Civil Construction Jobs For Tpf//Spr-27020571 1 27020571 10 10 140 PROVD NEAT CEMNT FINISH ON GREEN PLASTER 25 M2 80 PROVIDING & LAYING RCC M30 600 M3 50 PROVIDE ANTI-TERMITE TREATMENT 1,300 M2 120 BRICK MESSONARY 70 M3 130 P/A 20MM THK EXTERIOR PLASTER WITH CM 450 M2 170 FIXING SAND-BITUMEN PAD BELOW STEEL TANK 90 M2 20 EARTHWORK IN BACKFILLING 2,200 M3 40 Boulder soulling (RR min 300 mm Thick) 550 M3 150 PROVD .TROWEL FINISH NEAT CEMENT SLURRY 25 M2 30 SAND FILLING INCLUDING SAND ,WATERING, 210 M3 10 Earth Work Excavation 2,600 M3 60 PROVIDING & LAYING OF PCC (M-10) 90 M3 90 Pro. & Fixing Formwork as per drawing 900 M2 70 PROVIDING & LAYING SCREED CONCRETE M15 G 60 M3 100 PRO,SHIF,CUTT,BEN,BIN & PLA REINF FE 500 60 TO 110 Applicat of grouting with GP2 for founda 500 KG 160 WEATHER PROOF PAINTING TO EXTERNAL SURFA 450 M2 Email : NIMAIN.PANDA@AMNS.IN Contact : Name : Nimain Panda Item Details : Mobilization and de-mobilization Setting up site organisation including complete mobilisation and demobilisation of equipment and personnel as per contract. (70% on mobilisation <(>&<)> 30% on demobilisation) Preparatory Works Clearing and grubbing of site, including tree felling up to 300mm girth and disposal of waste / debries outside the plant premises, as per direction of Engineer-in-charge Earth Works Excavation for foundations up to 3.0 m depth or part thereof in ALL KINDS OF SOIL Earthwork in excavation of foundations for buildings, 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 (as required), Stacking of usable back fill material, disposal/stacking of surplus/ shifting of no usable excavated soil etc. within a lead of 1.5 KM and as per specifications <(>&<)> direction of the Engineer-in-charge. (The measurement for payment shall be for the theoretical excavation volume only as per drawing i.e. for the volume of the block of the excavation having the depth and maximum bottom dimensions of the foundation/structures as per drawing ( Base Area of Foundation only). The contractor shall take into account in his rate the provision for any excess excavation for necessary working space, steps, sloping etc. required for excavation safety and other allied works and refilling the side slopes/working space etc.). Level of excavation will considered average level after stripping of vegitation removal/ stripping or Fixed by engineer-in Charge . Excavation for foundations from 3.0 m to 6.0 m depth in ALL KINDS OF SOIL Earthwork in excavation of foundations for buildings, 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 (as required), Stacking of usable back fill material, disposal/stacking of surplus/no usable excavated soil etc. within a lead of 1.5 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. The contractor shall take into account in his rate the provision for any excess excavation for necessary working space, steps, sloping etc. required for excavation safety and other allied works and refilling the side slopes/working space etc.). Backfilling With selected excavated earth With selected excavated earth-Backfilling around foundations, trenches, sumps, pits, substructures, tunnel, walls etc. at all depth with stacked soil near construction boundary including placing, spreading, watering, hammering and even compaction by plate compactor 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 Page 2 of 5 ArcelorMittal Nippon Steel India Limited AM/NS B/P Dabuna Village and Post : Dabuna,,Dist: Keonjhar, PS: Joda,758034,Odisha,India GSTIN 21AAACE1741P1ZT PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000116950 Date 17.07.2024 Submission Date 24.07.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ Mr. Bikash Dhal Contact Email BIKASH.DHAL@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 backfilled layers should not exceeding 150 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. ) Filling in plinth with selected soil from outside Back filling with selected soil from outside ( the Owners premises including its supply and transport).Filling in plinth or where directed including compaction by plate compactor to achieve CBR Value 4 (95% Standard Proctor Density)<(>&<)> in layers not exceeding 150mm in depth complete, contractor has to identified the location of the filling material source and shall inform to owner. Cost should include all the expenditure for material, royalty, duties, permits, excavation, loading, unloading, transportation, placing, compaction etc. complete bye works as per instruction of 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. ) Filling selected sand 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. ) Rubble soling Rubble soling 300 (Compacted thickness) with maximum 200 mm size hard stones set in regular lines, hand packed and interstices thoroughly filled with small stone chips including compaction by plate compactor and filling in with good quality murum brought from outside and compacted as directed and spreading 12 mm compacted layer of agrregate on top. projection of rubble soiling should be 300mm all around from the edge of foundation (Net Bottom Area of Foundation as per drawing will Be Paid). Anti-Termite Treatment Providing and injecting chemical emulsion for pre-construction Anti-termite Treatment and creating a chemical barrier ( through agency approved by Owner). Using Chloropyriphos Emulsifiable 1.0 % concentration by weight under and all-around foundation pits, wall t renches, basement excavation, top surface of plinth filling, junction of wall and floor, along the external perimeter of building atleast 2meter all around the outer face of plinth area , expansion joints, surrounding of pipes, water conduits or at places suggested by Engineer etc. 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. ( Plinth Area at ground floor shall be measured for payment). Concrete Works 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 etc. complete. Cost of required form work is a part of this item (Mode of measurement shall be as per IS code) Plain Cement Concrete M20 Grade Providing and laying plain cement concrete with 20 mm down graded coarse Page 3 of 5 ArcelorMittal Nippon Steel India Limited AM/NS B/P Dabuna Village and Post : Dabuna,,Dist: Keonjhar, PS: Joda,758034,Odisha,India GSTIN 21AAACE1741P1ZT PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000116950 Date 17.07.2024 Submission Date 24.07.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ Mr. Bikash Dhal Contact Email BIKASH.DHAL@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 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, steel encasing including ramming , levelling, curing etc. complete. Cost of required form work is a part of this item (Mode of measurement shall be as per IS code) Screed Concrete Providing <(>&<)> laying screed concrete M15 grade with 6mm down graded stone aggregates over basement slabs, making saucer drain, Concrete 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. Reinforced Cement Concrete M30 Grade for Sub-structure (Below plinth and upto Plinth level) 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 as per instruction of Engineer-in-charge. a) Footings, raft, 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) Reinforced Cement Concrete M30 Grade for Super structure (Upto 6.0 m ht.) 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 as per instruction of Engineer-in-charge. a ) Columns, beams, 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) Grouting a) Providing <(>&<)> Laying Plain cement mortar /concrete grout, under baseplates, pockets, opening, encasing (Note:-Work shall be done as per manufacturers instructions) b) Providing and grouting under base plate <(>&<)> in pockets with ready mixed non-shrink grout (including necessary shuttering wherever required) below structural and equipment bases (Note:-Work shall be done as per manufacturers instructions) c) Providing and grouting under base plate <(>&<)> in pockets with ready mixed, free flow, epoxy grout (including necessary shuttering wherever required) below heavy / dynamic equipment bases (Note:-Work shall be done as per manufacturers instructions) P/E formwork below plinth 4.00 mtr exsisting groung d level 4m <(>&<)> up to plinth level ( Sub Structure) 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 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. P/E formwork above plinth level up to 8.5m height 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 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 . Page 4 of 5 ArcelorMittal Nippon Steel India Limited AM/NS B/P Dabuna Village and Post : Dabuna,,Dist: Keonjhar, PS: Joda,758034,Odisha,India GSTIN 21AAACE1741P1ZT PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000116950 Date 17.07.2024 Submission Date 24.07.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ Mr. Bikash Dhal Contact Email BIKASH.DHAL@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 fixing in position shuttering for core holes and pockets for building column and equipment foundation bolts etc. including all temporary formwork, applying one coat of waste oil on shuttering surfaces in contact with concrete and striking, removing and clearing shuttering after the specified period, cleaning and protecting the core holes and pockets, all as per drawings, specifications and directions of the Engineer, all materials, tools, plant and labour, complete in all respect. P/B Reinf bars HYSD Grade Fe500 / Fe500D 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 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 laps, chairs , spacers and required supports will be paid as per IS code. F/E insert/Base plates with anchor bolts for Structures and Equipment Supplying, fabricating and fixing in concrete and masonry, at all levels and positions, Mild Steel inserts like plates, angle iron, flats, channels, anchor bolts, pipe sleeves, templates, conduit pipes, pipes, pipe specials etc. (Grade 250 MPa) including painting the exposed surface with 2 coats of approved quality paint over and including a coat of primer, providing grease to the exposed area of the bolts, welding wherever necessary, complete as per drawing and specification and as per instruction of the Engineer-In-charge (PCC blocks, jigs and fixtures will not be paid separately) and protect-ing the same till final erection. (a) For sleeve <(>&<)> bolts including nuts and washers pipe sleeves conduit and pipes (b) For plates, angle iron, rails, channels, anchor boxes and other inserts not included in (a) above (c) Same as (b) above but steel Supplied free by the owner (Total Amount shall be summed up accordingly) (d) Only fixing of fabricated items supplied free of cost (Total Amount shall be summed up accordingly) S/M/E Precast concrete Structural elements Supplying, manufacturing, erecting and fixing in position at and at all heights and depths above and below finished ground level different types of precast R.C. units of concrete grade M-30 as defined by IS:456 with 20 mm and down graded stone aggre- gates including shuttering and curing but excluding steel reinforcement, all as per drawings, specifications and directions of the Engineer, all materials, tools, plant and labour complete P/L BM superstructure above Plinth up to 12m 230mm thk. (1:4) Providing brickwork in cement mortar of following proportions in superstructure in all types of facing, including concrete coping, bands, projections, parapets, ornamental cor-nices, string course and reinforced brickwork (Concrete band shall be provided at every 1m height. Two numbers of 8 mm diameter reinforcement bars shall be provided in each concrete band. Reinforcement shall be paid separately under respective item)and at any other location, of circular, curved or any shape including mould-ing and cutwork at all lead and heights, curing, scaf-folding including Providing <(>&<)> Fixing chicken wire mesh (of best quality Galvanized or as specified in drawings or instructed by Engineer In charge) in strips of 200 mm widths over junctions between concrete <(>&<)> masonry including srew,nails and washers prior to plastering, including curing etc. complete with all bye works as per drawing, specification and instruc-tions of the Engineer In charge, with bricks of approved quality. a) 230 mm thick (in cement mortar 1:4). No saperate payment will be made for form work, scaffolding or other related works. P/A 20mm thk exterior plaster with CM (1:3) in Two layers 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, Page 5 of 5 ArcelorMittal Nippon Steel India Limited AM/NS B/P Dabuna Village and Post : Dabuna,,Dist: Keonjhar, PS: Joda,758034,Odisha,India GSTIN 21AAACE1741P1ZT PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000116950 Date 17.07.2024 Submission Date 24.07.2024 Coll Req No AMNS deals with OEMs directly. We are very well equipped in every way to import / buy our goods directly from OEMs from any part of the world in a professional manner. We also use the vast global networks of our parent companies where necessary. We do not welcome any contact from intermediaries or Indian Agents of vendors. We assure all OEMs that you do not need to engage anyone to manage your transactions with us.Kindly respond to our RFQs and deal with our officials directly without involving any agents or intermediaries. Offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. Contact for this RFQ Mr. Bikash Dhal Contact Email BIKASH.DHAL@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 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 if required complete. Neat cement finish on green plastered surfaces Providing neat cement finish on green plastered surfaces of drains, walls, pits, manholes, sewers etc at and at all heights and depths above and below finished ground level including water proofing compound , all as per drawings, specifications and directions of the Engineer-in-Charge, including scaffolding, complete in all respect. Trowel finish with neat cement slurry Providing trowel finish with neat cement slurry on green concrete surface of floors, ramps, steps, etc at and at all heights and depths above and below finished ground level as per drawings, specifications and directions of the Engineer, all materials, tools, plant and labour, complete in all respect Weather Proof Painting to external surface of walls 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 priming coat to give an even shade. Chemical Anchor Fastener Providing and supplying Medium duty injection adhesive RE500 for fixing chemical/mechanical anchor bolts/fasteners in Dry conditions for dia upto 32mm. Drilling hole to the required depth by rotary hammer drill, cleaning with brush and jet of clean air, filling resin and hardener with standard dispenser in hole and then fixing the re-bar, The system should be made of two foils consisting of resin and Hardener foil pack. The installation and the setting instructions should be strictly followed as per the manufacturers specifications. 16 mm Dia X 160 mm 20 mm Dia X 200 mm Sand-bitumen pad below steel tank 50mm thick sand-bitumen carpet (coarse sand, mixed with A90 / S90 grade bitumen conforming to IS:73, 8-10% by volume) below steel tank, including material, labour, tools and tackles all complete, as per drawing and as directed by Engineer in-charge
