Tender For Civil Works For Transformer Relocation o PR No. PR Item RFQ Item Services for line Item Quantity UOM Technical Details Other Details 1 27022546 10 10 20 Back filling with excavat erath material 70 M3 70 S&L M30 C GRADE RCC AT & BELOW FGL 55 M3 50 Back filling with gravel 20 M3 30 PROVIDING & LAYING OF RUBBER SOILING 40 M3 100 P&F MS INSERTS AS PER DRAWING @ALL LEVEL 200 KG 10 Earth Work Excavation 82 M3 90 PROVIDING & FIXING OF REINFORCEMENT 5 TO 60 PROVIDING & LAYING PCC M10 10 M3 40 FILLING IN PLINTH WITH GSB 15 M3 80 S&F:STRAIGHT SHUTTERING AT & ALL DEPTHS 193 M2 Email : CHITRASEN.PRADHAN@AMNS.IN Contact : Name : Chitrasen Pradhan Item Details : 10.Excavation for foundations up to 3.0 m depth or part thereof in ALL KIND OF SOIL--->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, area hard barrication etc. required for excava tion safety, area hard sheet barrication with double pipe 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 . 20. Backfilling With selected excavated earth---->With selected excavated earth-Backfilling around foundations, trenches, sumps, pits, substructures, plinth area, walls etc. at all depth with stacked soil near construction boundary <(>&<)> lead of within plant premises including placing, spreading, watering, hammering and even compaction by plate compactor, plinth area compaction by use vibro of 10 Ton / 12 Ton roller compaction or any other mean instructed by Engineer-in-charge to achieve CBR Value 4 (compaction should be at least 95% of standard proctor density), thickness of backfilled layers should not exceeding 250 mm in depth, complete bye works as per specification or instruction by Engineer-in-charge. (The measurement for payment shall be for the theoretical net volume only as per drawing i.e. for the volume of the block of the Backfilling having the depth and maximum bottom dimensions of the foundation/structures as per drawing with compaction test report. ) 30. PROVIDING <(>&<)> LAYING OF RUBBER SOILING--->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 approv erd NABL. (Net Bottom Area of Foundation as per drawing will Be Paid). 40. Filling in plinth with GSB----> 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 with compaction test. Cost should include all the expenditure for material, permits, excavation, loading, unloading, Page 2 of 3 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( BHDGR) 43 K.M. Stone, Delhi-Rohtak Road,,Rohad, Tehsil Bahadurgarh, Dist Jhajjar,124501,Haryana,India GSTIN 06AAACE1741P1ZL PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000125721 Date 13.12.2024 Submission Date 20.12.2024 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. Vivek Shukla Contact Email VIVEK.SHUKLA@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,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. 50. PROVIDING <(>&<)> LAYING OF GRAVEL FILLING---->Providing and laying Gravel filling with 300mm thick including Clear the area of grass, weeds, roots, and other objectionable materials. Apply a chemical treatment to prevent future growth. Spread the first layer of smaller aggregate to a thickness of about 100 mm and compact it. Spread the second layer, which is a mixture of 50 mm and 25 mm aggregates in a 2:1 ratio by volume, to a thickness of about 200 mm. The total finished thickness of the compacted gravel surfacing should be 300 mm. Area backfill in layerswise that are no more than 200 mm deep with compaction. The earth surrounding the structures should be finished accurately to the line and grade shown on the drawings. The finished surfaces should be free of irregularities and depressions. Including Materials, tools, machinery, labour,dewatering of surface and subsurface water and Hard barrication with safety complete as per instruction by EI (Approved Gravel 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). 60. 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, OPC 53 Grade Cement . 70. Reinforced Cement Concrete M30 Grade for Sub-structure <(>&<)> up to 5m height above FFL---->Supplying, Providing and placing of Batching Plant Mixed Concrete for following items including compacting with mechanical vibrators, curing etc. <(>&<)> excluding reinforcement <(>&<)> formwork (concrete for liquid retaining structures and others as called for shall be water tight) complete bye work including cost of plasticizer,waterproofing compound or any other admixture, mix design, all NABL lab tests as per instruction of Engineer-in-charge.a) Footings ,raft,grade slab, pedestals, columns, grade beams, walls, staircase waist slab and steps, lintels with M30 grade concrete having 20 mm down graded coarse aggregate (Mode of measurement shall be as per IS code). If quality issue are found after concreting, vendor shall be attend all tests <(>&<)> rectify free of cost. Concrete mix design approved by Engineer-in-charge. Cement :- Ultratech , JK cement , Shree cement , ACC , Ambuja . OPC 53 Grade 80. P/E formwork below plinth 3.00mtr <(>&<)> Sub-structure <(>&<)> up to 5m height above FFL--->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 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. 90. P/B Reinf bars HYSD Grade CRS / 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 drawings, including handling and transport inside plot premises complete for all R.C.C. Works including supplying <(>&<)> placing concrete cover block etc. complete. Weight of chairs , spacers and required supports are not payble. Reinforcement steel shall be CRS/Fe550D grade for all substructures. (Make - TISCO, Page 3 of 3 ArcelorMittal Nippon Steel India Limited AM/NS India Ltd ( BHDGR) 43 K.M. Stone, Delhi-Rohtak Road,,Rohad, Tehsil Bahadurgarh, Dist Jhajjar,124501,Haryana,India GSTIN 06AAACE1741P1ZL PAN AAACE1741P CIN U27100GJ1976FLC013787 Request for Quotation Number 6000125721 Date 13.12.2024 Submission Date 20.12.2024 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. Vivek Shukla Contact Email VIVEK.SHUKLA@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 SAIL, VIZAC, ET, JSW, TATA with MTC). 100. P<(>&<)>F M S Inserts as per Drawing at All Level---->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 in supply by vendor.
