Tender For 2000167010_Rehabilitation Works At Cpp Vizag 2000167010 10 10 20 POLYMER PLASTER LAYER OF 10MM THICK 264 M2 10 RCC CHIPPING OF 50MM THICK FOR ROOF SLAB 264 M2 120 STAGING PREPERATION WITH MATERIALS 3,000 M3 70 Shuttering With Material (centring) 100 M2 110 Steel handling from 6mm dia to 32 dia 2 TO 100 INJECTION GROUTING OF PU/ EP 10 M 300 L 40 DRILL & FIXING OF SHEAR CONNECTORS 200 NO 80 INSTALLATION OF SPROUTS 800 NO 90 INJECTION OF NON SHRINK GROUT CEMENT 100 KG 30 POLYMER BONDING AGENT 264 M2 60 PROVIDING EPOXY BONDING AGENT 300 M2 50 MICRO CONCETE & CRACKED SURFACE 30 M3 Email : K.Pardhasaradhi@ext.amns.in Contact : Name : K Pardhasaradhi Item Details : SL. NO. Service Description UOM QTY 1. RCC CHIPPING OF 50MM THICK FOR ROOF SLAB Chipping and removal of spalled concrete, cracked, porous and weak concrete up to a depth of 20mm behind the reinforcement rods or depth of carbonation whichever is deeper and cleaning of the reinforcement bars and exposed concrete to remove scales by chipping, wire brushing, emery sheets etc. to enable the measurement of reduced dia of the bar, as directed by Engineer incharge M2 264.00 2. POLYMER PLASTER LAYER OF 10MM THICK Providing and building up of isolated damaged portions in columns, beams etc using polymer modified cementitious mortar with cement sand ratio 1:3 using Nitobond SBR / approved equivalent at the rate of 7 Lt. / Bag of cement to an average thickness of 20 mm over the primed surface using Nitobond SBR in 1:1:3 by volume (Nitobond SBR : Water : Cement). Repair mortar has to be applied before priming coat dries, if the bonding compound dried it should be re-coated) and curing the repair mortar after completion of repair work with Nitobond AR (1 part of water by volume) as a curing membrane at a coverage of 8-10 Sqm /Lt. Cost including scaffolding wherever necessary, all complete as specified and directed by Engineer-in-charge. M2 264.00 3. POLYMER BONDING AGENT Supply and application of Polymer bonding agent NITOBOND AR of FOSROC or equivalent product approved by the Engineer-in-charge for bonding Polymer plaster layers in all types of structures at all levels including the provision of necessary working platforms, scaffolding and other safety measures, provision and usage of the relevant personal protective equipment. The rate of application shall not exceed 2.625 Sq Mtrs/Ltr. M2 264.00 4. DRILL <(>&<)> FIXING OF SHEAR CONNECTORS Installation and Drilling holes upto 25mm dia in concrete with suitable equipment in columns, beams, slabs, foundations etc to the required depth as directed by the Engineer-incharge to facilitate the anchoring of Page 2 of 3 ArcelorMittal Nippon Steel India Pvt Ltd AM/NS PELLETS VIZAG Near Flyover, Scindia Road,Visakhapatnam,530004,Andhra Pradesh,India GSTIN 37AAACE1741P1ZG PAN AAACE1741P CIN U27100GJ1976FTC013787 Request for Quotation Number 6000132489 Date 18.04.2025 Submission Date 27.04.2025 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. Ravikanth Reddy Yarkareddy Contact Email RAVIKANTH.REDDY@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 bars/shear connectors into the core concrete and/or for pressure grouting etc including provision of consumables, setting, marking as required, scaffolding, working platforms and usage of personal protective equipment. NOS 200.00 5. MICRO CONCETE <(>&<)> CRACKED SURFACE Supply, mixing and placing in position the Micro Concrete RENDEROC RG (S) of FOSROC or equivalent product approved by the engineer-in-charge as per the manufacturers recommendations mixed with 10 mm size clean coarse aggregate of 75 percentage by weight as directed by the Engineer-in-charge including mixing in suitable and approved mixing machine, pumping of micro concrete under pressure using approved Pneumatic pumps or manually so as to ensure that the concrete laid for encasement in dense, properly compacted, free from honey combs etc all as directed and approved by the Engineer-in-charge, including the skilled applicators. With 50% coarse aggregate by weight. M3 30.00 6. PROVIDING EPOXY BONDING AGENT Supply and application of approved epoxy bonding agent NITOBOND EP of FOSROC or equivalent product approved by the engineer-in-charge for bonding fresh concrete to old concrete in all types of structures at all levels including the provision of necessary working platforms, scaffolding and other safety measures, provision and usage of the relevant personal protective equipment. M2 300.00 7. Shuttering With Material (centring) Providing and fixing leak proof centering and shuttering with approved steel sheets in foundations, footings, raft beams, slabs, eqpt / machine foundations, pedestals, columns, plinth beams, lintels, suspended slabs, beams, staircases, landings, steps etc. including application of approved form release coating, strutting, bracing, propping etc keeping the same in position during concreting and removal of the same after specified period etc for straight / inclined shuttering, keeping necessary provision for inserts, projecting dowels etc all complete and as directed by Engineer-in-charge. M2 100.00 8. INSTALLATION OF SPROUTS Supply and fixing of non rejectable Epoxy/PU Injection packers(Metallic) for carrying out grouting jobs. After fixing the packers in the drilled hole, gaps Page 3 of 3 ArcelorMittal Nippon Steel India Pvt Ltd AM/NS PELLETS VIZAG Near Flyover, Scindia Road,Visakhapatnam,530004,Andhra Pradesh,India GSTIN 37AAACE1741P1ZG PAN AAACE1741P CIN U27100GJ1976FTC013787 Request for Quotation Number 6000132489 Date 18.04.2025 Submission Date 27.04.2025 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. Ravikanth Reddy Yarkareddy Contact Email RAVIKANTH.REDDY@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 around the packers shall be sealed completely using Rapid setting mortar to avoid escaping of grouting material during grouting, as directer by Engineer incharge NOS 800.00 9. INJECTION OF NON SHRINK GROUT CEMENT Mixing and pressure grouting the mixture of cement, water, polymer agent (NITOBOND AR ) and expanding grout admixture (CONBEX 100) or low viscous Epoxy grout CONBEXTRA EP 10 or or equivalent product approved by the engineer-in-charge through the tubes using hand operated / pressure grouting pump of required capacity until the grout is rejected and sealing the tube with rapid setting mortar. KG 100.00 10. INJECTION GROUTING OF PU/ EP 10 M Supply, mixing <(>&<)> pressure grouting wet and submerged cracks using CONBEXTRA EP-10M of FOSROC or equivalent PU product approved by the engineer-in-charge. Grouting shall be done through injection packers, using pressure grouting pump of required capacity. L 300.00 11. Steel handling from 6mm to 32 mm dia Reinforcement shall be fabricated as per the drawing. Bending shall be done mechanically oir with hand, but to the correct radius, with proper tools and platform and shall confirm to IS 2502. Bending of material shall be cold bending only. Anchoring of bars and stirrup shall be provided exactly as detailed in the structural drawing or as directed by Engineer-in-charge TO 2.00 12. Staging Preparation with materials stagging preparation with material, man power and tools are considered, use cup lock, material and also use ms pipe scaffolding pipes, work as directed by Engineer-in-charge. M3 3,000.00 AMNSIPL scope: 1. Supply of steel, water and power is under companys scope
