tender for mobilisation phase i , work facilities , dismantling of concrete , construction of the groove , 1st stage anchors , top seal beam installation , additional structural support , rectification by grinding , rectification by cladding , rectification by weld build up , m-35 grade of concrete placement , miscellaneous metal works, refurbishment of radial gates at pare dam of pare hydro power station, mobilisation and demobilisation of tools, tackles, plants, labour etc to accomplish the works including installations of the work facilities comprising winch, trolley, platform, safety gears and others, as required to attend rectification of the radial gates as provided in the technical specification (phase-i activities), mobilisation and demobilisation of tools, tackles, plants, labour etc to accomplish the works including installations of the work facilities comprising winch, trolley, platform, safety gears and others, as required to attend rectification of the radial gates as provided in the technical specification (phase-ii activities), design, supply, fabrication and installations of the work facilities comprising winch, trolley, platform, safety gears and others, as required to access the work front and subsequent dismantling/site clearance as per direction of the engineer-in-charge, dismantling of concrete and removal of existing top seal beam of the radial gate including loading, unloading and transportation of removed steel materials from dam site up to central store at sopo (approx. 5 km) including all tools, tackles, plant, labour etc, as per direction of the engineer-in-charge, construction of the groove of adequate size, by breaking the concrete to accommodate new top seal beam including rearrangement/ restoration of dismantled reinforcement bars, if any as per approved design to the satisfaction of the engineer-in-charge, design, supply and installation of 1st stage anchors in existing concrete to hold new top seal beam alongwith chemical injection including all plants, tools, tackles, labour etc complete as per technical specification, design, supply, fabrication, transportation and installation top seal beam complete with conveyor type of anti-jet sealing arrangement including all embedment as per design and specifications complete. the work shall be inclusive of all tools, tackle, manpower, machineries etc., design, supply, fabrication and erection of additional structural support for strengthening of the overhang portion (above top horizontal girder) of the radial gate as per design complete including all plants, tools, tackles, labour etc. complete, rectification of misalignment of wall plate and seating of rubber seals including all material, tools, tackles, machineries, labour etc complete -grinding and machining of the wall plate (max. 5 mm on either side), rectification of misalignment of wall plate and seating of rubber seals including all material, tools, tackles, machineries, labour etc complete - cladding with stainless steel plates of suitable thickness (max. 5 mm), rectification of misalignment of wall plate and seating of rubber seals including all material, tools, tackles, machineries, labour etc complete - weld build-up using ss-309 grade of electrode and subsequent machining (max. 5 mm on either side), design, supply, placement of shrinkage compensated m-35 grade of concrete and epoxy grout for filling micro gaps wherever required for securing the top seal beam including formworks, materials, admixtures, tools, tackles, plant, machineries, labour etc complete as per specifications, miscellaneous metal works like catwalk way, ladder, chequered plate, covers, dogging beams etc. fabricated with rolled steel section, pipes, tubes of general-purpose structural steel as per as directed by engineer in charge

You can fill out the integrated inquiry form below on this detail page to share your company profile. Our consultancy desk will review your query regarding supply and installation,chemical injection,loading unloading,structural steel,stainless steel,chequered plate,steel section,radial gates,tools tackle,rubber seals,steel plates,rolled steel,radial gate,epoxy grout parameters and guide you on how to coordinate efficiently with the procurement team of North Eastern Eletric Power Corporaton Limited NEEPCO

Tender18 provides end-to-end professional bidding support and documentation advisory for Tender For Mobilisation Phase I , Work Facilities , Dismantling Of Concrete , Construction Of The Groove , 1st Stage Anchors , Top Seal Beam Installation , Additional Structural Support , Rectification By Grinding , Rectification By Cladding , Rectification By Weld Build Up , M-35 Grade Of Concrete Placement , Miscellaneous Metal Works, Refurbishment Of Radial Gates At Pare Dam Of Pare Hydro Power Station, Mobilisation And Demobilisation Of Tools, Tackles, Plants, Labour Etc To Accomplish The Works Including Installations Of The Work Facilities Comprising Winch, Trolley, Platform, Safety Gears And Others, As Required To Attend Rectification Of The Radial Gates As Provided In The Technical Specification (phase-i Activities), Mobilisation And Demobilisation Of Tools, Tackles, Plants, Labour Etc To Accomplish The Works Including Installations Of The Work Facilities Comprising Winch, Trolley, Platform, Safety Gears And Others, As Required To Attend Rectification Of The Radial Gates As Provided In The Technical Specification (phase-ii Activities), Design, Supply, Fabrication And Installations Of The Work Facilities Comprising Winch, Trolley, Platform, Safety Gears And Others, As Required To Access The Work Front And Subsequent Dismantling/site Clearance As Per Direction Of The Engineer-in-charge, Dismantling Of Concrete And Removal Of Existing Top Seal Beam Of The Radial Gate Including Loading, Unloading And Transportation Of Removed Steel Materials From Dam Site Up To Central Store At Sopo (approx. 5 Km) Including All Tools, Tackles, Plant, Labour Etc, As Per Direction Of The Engineer-in-charge, Construction Of The Groove Of Adequate Size, By Breaking The Concrete To Accommodate New Top Seal Beam Including Rearrangement/ Restoration Of Dismantled Reinforcement Bars, If Any As Per Approved Design To The Satisfaction Of The Engineer-in-charge, Design, Supply And Installation Of 1st Stage Anchors In Existing Concrete To Hold New Top Seal Beam Alongwith Chemical Injection Including All Plants, Tools, Tackles, Labour Etc Complete As Per Technical Specification, Design, Supply, Fabrication, Transportation And Installation Top Seal Beam Complete With Conveyor Type Of Anti-jet Sealing Arrangement Including All Embedment As Per Design And Specifications Complete. The Work Shall Be Inclusive Of All Tools, Tackle, Manpower, Machineries Etc., Design, Supply, Fabrication And Erection Of Additional Structural Support For Strengthening Of The Overhang Portion (above Top Horizontal Girder) Of The Radial Gate As Per Design Complete Including All Plants, Tools, Tackles, Labour Etc. Complete, Rectification Of Misalignment Of Wall Plate And Seating Of Rubber Seals Including All Material, Tools, Tackles, Machineries, Labour Etc Complete -grinding And Machining Of The Wall Plate (max. 5 Mm On Either Side), Rectification Of Misalignment Of Wall Plate And Seating Of Rubber Seals Including All Material, Tools, Tackles, Machineries, Labour Etc Complete - Cladding With Stainless Steel Plates Of Suitable Thickness (max. 5 Mm), Rectification Of Misalignment Of Wall Plate And Seating Of Rubber Seals Including All Material, Tools, Tackles, Machineries, Labour Etc Complete - Weld Build-up Using Ss-309 Grade Of Electrode And Subsequent Machining (max. 5 Mm On Either Side), Design, Supply, Placement Of Shrinkage Compensated M-35 Grade Of Concrete And Epoxy Grout For Filling Micro Gaps Wherever Required For Securing The Top Seal Beam Including Formworks, Materials, Admixtures, Tools, Tackles, Plant, Machineries, Labour Etc Complete As Per Specifications, Miscellaneous Metal Works Like Catwalk Way, Ladder, Chequered Plate, Covers, Dogging Beams Etc. Fabricated With Rolled Steel Section, Pipes, Tubes Of General-purpose Structural Steel As Per As Directed By Engineer In Charge . Our senior analysts help you decode the complete project guidelines, manage accurate costing sheets, and complete error-free submissions on the official platform used by North Eastern Eletric Power Corporaton Limited NEEPCO.

Most online bids face rejection during the initial evaluation round due to avoidable errors like uploading blurred document scans, submitting expired DSCs, or missing critical experience papers required for Tender For Mobilisation Phase I , Work Facilities , Dismantling Of Concrete , Construction Of The Groove , 1st Stage Anchors , Top Seal Beam Installation , Additional Structural Support , Rectification By Grinding , Rectification By Cladding , Rectification By Weld Build Up , M-35 Grade Of Concrete Placement , Miscellaneous Metal Works, Refurbishment Of Radial Gates At Pare Dam Of Pare Hydro Power Station, Mobilisation And Demobilisation Of Tools, Tackles, Plants, Labour Etc To Accomplish The Works Including Installations Of The Work Facilities Comprising Winch, Trolley, Platform, Safety Gears And Others, As Required To Attend Rectification Of The Radial Gates As Provided In The Technical Specification (phase-i Activities), Mobilisation And Demobilisation Of Tools, Tackles, Plants, Labour Etc To Accomplish The Works Including Installations Of The Work Facilities Comprising Winch, Trolley, Platform, Safety Gears And Others, As Required To Attend Rectification Of The Radial Gates As Provided In The Technical Specification (phase-ii Activities), Design, Supply, Fabrication And Installations Of The Work Facilities Comprising Winch, Trolley, Platform, Safety Gears And Others, As Required To Access The Work Front And Subsequent Dismantling/site Clearance As Per Direction Of The Engineer-in-charge, Dismantling Of Concrete And Removal Of Existing Top Seal Beam Of The Radial Gate Including Loading, Unloading And Transportation Of Removed Steel Materials From Dam Site Up To Central Store At Sopo (approx. 5 Km) Including All Tools, Tackles, Plant, Labour Etc, As Per Direction Of The Engineer-in-charge, Construction Of The Groove Of Adequate Size, By Breaking The Concrete To Accommodate New Top Seal Beam Including Rearrangement/ Restoration Of Dismantled Reinforcement Bars, If Any As Per Approved Design To The Satisfaction Of The Engineer-in-charge, Design, Supply And Installation Of 1st Stage Anchors In Existing Concrete To Hold New Top Seal Beam Alongwith Chemical Injection Including All Plants, Tools, Tackles, Labour Etc Complete As Per Technical Specification, Design, Supply, Fabrication, Transportation And Installation Top Seal Beam Complete With Conveyor Type Of Anti-jet Sealing Arrangement Including All Embedment As Per Design And Specifications Complete. The Work Shall Be Inclusive Of All Tools, Tackle, Manpower, Machineries Etc., Design, Supply, Fabrication And Erection Of Additional Structural Support For Strengthening Of The Overhang Portion (above Top Horizontal Girder) Of The Radial Gate As Per Design Complete Including All Plants, Tools, Tackles, Labour Etc. Complete, Rectification Of Misalignment Of Wall Plate And Seating Of Rubber Seals Including All Material, Tools, Tackles, Machineries, Labour Etc Complete -grinding And Machining Of The Wall Plate (max. 5 Mm On Either Side), Rectification Of Misalignment Of Wall Plate And Seating Of Rubber Seals Including All Material, Tools, Tackles, Machineries, Labour Etc Complete - Cladding With Stainless Steel Plates Of Suitable Thickness (max. 5 Mm), Rectification Of Misalignment Of Wall Plate And Seating Of Rubber Seals Including All Material, Tools, Tackles, Machineries, Labour Etc Complete - Weld Build-up Using Ss-309 Grade Of Electrode And Subsequent Machining (max. 5 Mm On Either Side), Design, Supply, Placement Of Shrinkage Compensated M-35 Grade Of Concrete And Epoxy Grout For Filling Micro Gaps Wherever Required For Securing The Top Seal Beam Including Formworks, Materials, Admixtures, Tools, Tackles, Plant, Machineries, Labour Etc Complete As Per Specifications, Miscellaneous Metal Works Like Catwalk Way, Ladder, Chequered Plate, Covers, Dogging Beams Etc. Fabricated With Rolled Steel Section, Pipes, Tubes Of General-purpose Structural Steel As Per As Directed By Engineer In Charge in Arunachal Pradesh.

Eligibility for outstation bidders depends entirely on the terms set inside the document for Tender For Mobilisation Phase I , Work Facilities , Dismantling Of Concrete , Construction Of The Groove , 1st Stage Anchors , Top Seal Beam Installation , Additional Structural Support , Rectification By Grinding , Rectification By Cladding , Rectification By Weld Build Up , M-35 Grade Of Concrete Placement , Miscellaneous Metal Works, Refurbishment Of Radial Gates At Pare Dam Of Pare Hydro Power Station, Mobilisation And Demobilisation Of Tools, Tackles, Plants, Labour Etc To Accomplish The Works Including Installations Of The Work Facilities Comprising Winch, Trolley, Platform, Safety Gears And Others, As Required To Attend Rectification Of The Radial Gates As Provided In The Technical Specification (phase-i Activities), Mobilisation And Demobilisation Of Tools, Tackles, Plants, Labour Etc To Accomplish The Works Including Installations Of The Work Facilities Comprising Winch, Trolley, Platform, Safety Gears And Others, As Required To Attend Rectification Of The Radial Gates As Provided In The Technical Specification (phase-ii Activities), Design, Supply, Fabrication And Installations Of The Work Facilities Comprising Winch, Trolley, Platform, Safety Gears And Others, As Required To Access The Work Front And Subsequent Dismantling/site Clearance As Per Direction Of The Engineer-in-charge, Dismantling Of Concrete And Removal Of Existing Top Seal Beam Of The Radial Gate Including Loading, Unloading And Transportation Of Removed Steel Materials From Dam Site Up To Central Store At Sopo (approx. 5 Km) Including All Tools, Tackles, Plant, Labour Etc, As Per Direction Of The Engineer-in-charge, Construction Of The Groove Of Adequate Size, By Breaking The Concrete To Accommodate New Top Seal Beam Including Rearrangement/ Restoration Of Dismantled Reinforcement Bars, If Any As Per Approved Design To The Satisfaction Of The Engineer-in-charge, Design, Supply And Installation Of 1st Stage Anchors In Existing Concrete To Hold New Top Seal Beam Alongwith Chemical Injection Including All Plants, Tools, Tackles, Labour Etc Complete As Per Technical Specification, Design, Supply, Fabrication, Transportation And Installation Top Seal Beam Complete With Conveyor Type Of Anti-jet Sealing Arrangement Including All Embedment As Per Design And Specifications Complete. The Work Shall Be Inclusive Of All Tools, Tackle, Manpower, Machineries Etc., Design, Supply, Fabrication And Erection Of Additional Structural Support For Strengthening Of The Overhang Portion (above Top Horizontal Girder) Of The Radial Gate As Per Design Complete Including All Plants, Tools, Tackles, Labour Etc. Complete, Rectification Of Misalignment Of Wall Plate And Seating Of Rubber Seals Including All Material, Tools, Tackles, Machineries, Labour Etc Complete -grinding And Machining Of The Wall Plate (max. 5 Mm On Either Side), Rectification Of Misalignment Of Wall Plate And Seating Of Rubber Seals Including All Material, Tools, Tackles, Machineries, Labour Etc Complete - Cladding With Stainless Steel Plates Of Suitable Thickness (max. 5 Mm), Rectification Of Misalignment Of Wall Plate And Seating Of Rubber Seals Including All Material, Tools, Tackles, Machineries, Labour Etc Complete - Weld Build-up Using Ss-309 Grade Of Electrode And Subsequent Machining (max. 5 Mm On Either Side), Design, Supply, Placement Of Shrinkage Compensated M-35 Grade Of Concrete And Epoxy Grout For Filling Micro Gaps Wherever Required For Securing The Top Seal Beam Including Formworks, Materials, Admixtures, Tools, Tackles, Plant, Machineries, Labour Etc Complete As Per Specifications, Miscellaneous Metal Works Like Catwalk Way, Ladder, Chequered Plate, Covers, Dogging Beams Etc. Fabricated With Rolled Steel Section, Pipes, Tubes Of General-purpose Structural Steel As Per As Directed By Engineer In Charge. While many public sector projects allow national competitive bidding, certain localized works require local offices or specific registration metrics in Yupia.

If this procurement is routed through the central marketplace, an active GeM Seller ID is mandatory to supply supply and installation,chemical injection,loading unloading,structural steel,stainless steel,chequered plate,steel section,radial gates,tools tackle,rubber seals,steel plates,rolled steel,radial gate,epoxy grout items. Tender18 offers complete assistance for brand cataloging, profile creation, and vendor assessment required officially by North Eastern Eletric Power Corporaton Limited NEEPCO

To register an eligible bid for these supply and installation,chemical injection,loading unloading,structural steel,stainless steel,chequered plate,steel section,radial gates,tools tackle,rubber seals,steel plates,rolled steel,radial gate,epoxy grout contracts, companies must prepare their core compliance documents. Vendors operating across Arunachal Pradesh must ensure they possess a valid GST registration, permanent account number (PAN), and active Class-3 Digital Signature Certificates.

This public procurement cycle is specifically looking for qualified vendors and suppliers who can provide high-quality supply and installation,chemical injection,loading unloading,structural steel,stainless steel,chequered plate,steel section,radial gates,tools tackle,rubber seals,steel plates,rolled steel,radial gate,epoxy grout solutions. The operational execution, delivery, and deployment of these materials must be managed locally within the Yupia region.

The estimated project cost and budget thresholds can be reviewed directly inside the tender document. Bidders can analyze these qualification files to check if their firm meets the financial capability criteria specified for Tender For Mobilisation Phase I , Work Facilities , Dismantling Of Concrete , Construction Of The Groove , 1st Stage Anchors , Top Seal Beam Installation , Additional Structural Support , Rectification By Grinding , Rectification By Cladding , Rectification By Weld Build Up , M-35 Grade Of Concrete Placement , Miscellaneous Metal Works, Refurbishment Of Radial Gates At Pare Dam Of Pare Hydro Power Station, Mobilisation And Demobilisation Of Tools, Tackles, Plants, Labour Etc To Accomplish The Works Including Installations Of The Work Facilities Comprising Winch, Trolley, Platform, Safety Gears And Others, As Required To Attend Rectification Of The Radial Gates As Provided In The Technical Specification (phase-i Activities), Mobilisation And Demobilisation Of Tools, Tackles, Plants, Labour Etc To Accomplish The Works Including Installations Of The Work Facilities Comprising Winch, Trolley, Platform, Safety Gears And Others, As Required To Attend Rectification Of The Radial Gates As Provided In The Technical Specification (phase-ii Activities), Design, Supply, Fabrication And Installations Of The Work Facilities Comprising Winch, Trolley, Platform, Safety Gears And Others, As Required To Access The Work Front And Subsequent Dismantling/site Clearance As Per Direction Of The Engineer-in-charge, Dismantling Of Concrete And Removal Of Existing Top Seal Beam Of The Radial Gate Including Loading, Unloading And Transportation Of Removed Steel Materials From Dam Site Up To Central Store At Sopo (approx. 5 Km) Including All Tools, Tackles, Plant, Labour Etc, As Per Direction Of The Engineer-in-charge, Construction Of The Groove Of Adequate Size, By Breaking The Concrete To Accommodate New Top Seal Beam Including Rearrangement/ Restoration Of Dismantled Reinforcement Bars, If Any As Per Approved Design To The Satisfaction Of The Engineer-in-charge, Design, Supply And Installation Of 1st Stage Anchors In Existing Concrete To Hold New Top Seal Beam Alongwith Chemical Injection Including All Plants, Tools, Tackles, Labour Etc Complete As Per Technical Specification, Design, Supply, Fabrication, Transportation And Installation Top Seal Beam Complete With Conveyor Type Of Anti-jet Sealing Arrangement Including All Embedment As Per Design And Specifications Complete. The Work Shall Be Inclusive Of All Tools, Tackle, Manpower, Machineries Etc., Design, Supply, Fabrication And Erection Of Additional Structural Support For Strengthening Of The Overhang Portion (above Top Horizontal Girder) Of The Radial Gate As Per Design Complete Including All Plants, Tools, Tackles, Labour Etc. Complete, Rectification Of Misalignment Of Wall Plate And Seating Of Rubber Seals Including All Material, Tools, Tackles, Machineries, Labour Etc Complete -grinding And Machining Of The Wall Plate (max. 5 Mm On Either Side), Rectification Of Misalignment Of Wall Plate And Seating Of Rubber Seals Including All Material, Tools, Tackles, Machineries, Labour Etc Complete - Cladding With Stainless Steel Plates Of Suitable Thickness (max. 5 Mm), Rectification Of Misalignment Of Wall Plate And Seating Of Rubber Seals Including All Material, Tools, Tackles, Machineries, Labour Etc Complete - Weld Build-up Using Ss-309 Grade Of Electrode And Subsequent Machining (max. 5 Mm On Either Side), Design, Supply, Placement Of Shrinkage Compensated M-35 Grade Of Concrete And Epoxy Grout For Filling Micro Gaps Wherever Required For Securing The Top Seal Beam Including Formworks, Materials, Admixtures, Tools, Tackles, Plant, Machineries, Labour Etc Complete As Per Specifications, Miscellaneous Metal Works Like Catwalk Way, Ladder, Chequered Plate, Covers, Dogging Beams Etc. Fabricated With Rolled Steel Section, Pipes, Tubes Of General-purpose Structural Steel As Per As Directed By Engineer In Charge by North Eastern Eletric Power Corporaton Limited NEEPCO

You can download the commercial Bill of Quantities (BOQ) spreadsheet directly using the secure link provided on this page. The BOQ file contains the item descriptions and rate filling forms officially validated for Tender For Mobilisation Phase I , Work Facilities , Dismantling Of Concrete , Construction Of The Groove , 1st Stage Anchors , Top Seal Beam Installation , Additional Structural Support , Rectification By Grinding , Rectification By Cladding , Rectification By Weld Build Up , M-35 Grade Of Concrete Placement , Miscellaneous Metal Works, Refurbishment Of Radial Gates At Pare Dam Of Pare Hydro Power Station, Mobilisation And Demobilisation Of Tools, Tackles, Plants, Labour Etc To Accomplish The Works Including Installations Of The Work Facilities Comprising Winch, Trolley, Platform, Safety Gears And Others, As Required To Attend Rectification Of The Radial Gates As Provided In The Technical Specification (phase-i Activities), Mobilisation And Demobilisation Of Tools, Tackles, Plants, Labour Etc To Accomplish The Works Including Installations Of The Work Facilities Comprising Winch, Trolley, Platform, Safety Gears And Others, As Required To Attend Rectification Of The Radial Gates As Provided In The Technical Specification (phase-ii Activities), Design, Supply, Fabrication And Installations Of The Work Facilities Comprising Winch, Trolley, Platform, Safety Gears And Others, As Required To Access The Work Front And Subsequent Dismantling/site Clearance As Per Direction Of The Engineer-in-charge, Dismantling Of Concrete And Removal Of Existing Top Seal Beam Of The Radial Gate Including Loading, Unloading And Transportation Of Removed Steel Materials From Dam Site Up To Central Store At Sopo (approx. 5 Km) Including All Tools, Tackles, Plant, Labour Etc, As Per Direction Of The Engineer-in-charge, Construction Of The Groove Of Adequate Size, By Breaking The Concrete To Accommodate New Top Seal Beam Including Rearrangement/ Restoration Of Dismantled Reinforcement Bars, If Any As Per Approved Design To The Satisfaction Of The Engineer-in-charge, Design, Supply And Installation Of 1st Stage Anchors In Existing Concrete To Hold New Top Seal Beam Alongwith Chemical Injection Including All Plants, Tools, Tackles, Labour Etc Complete As Per Technical Specification, Design, Supply, Fabrication, Transportation And Installation Top Seal Beam Complete With Conveyor Type Of Anti-jet Sealing Arrangement Including All Embedment As Per Design And Specifications Complete. The Work Shall Be Inclusive Of All Tools, Tackle, Manpower, Machineries Etc., Design, Supply, Fabrication And Erection Of Additional Structural Support For Strengthening Of The Overhang Portion (above Top Horizontal Girder) Of The Radial Gate As Per Design Complete Including All Plants, Tools, Tackles, Labour Etc. Complete, Rectification Of Misalignment Of Wall Plate And Seating Of Rubber Seals Including All Material, Tools, Tackles, Machineries, Labour Etc Complete -grinding And Machining Of The Wall Plate (max. 5 Mm On Either Side), Rectification Of Misalignment Of Wall Plate And Seating Of Rubber Seals Including All Material, Tools, Tackles, Machineries, Labour Etc Complete - Cladding With Stainless Steel Plates Of Suitable Thickness (max. 5 Mm), Rectification Of Misalignment Of Wall Plate And Seating Of Rubber Seals Including All Material, Tools, Tackles, Machineries, Labour Etc Complete - Weld Build-up Using Ss-309 Grade Of Electrode And Subsequent Machining (max. 5 Mm On Either Side), Design, Supply, Placement Of Shrinkage Compensated M-35 Grade Of Concrete And Epoxy Grout For Filling Micro Gaps Wherever Required For Securing The Top Seal Beam Including Formworks, Materials, Admixtures, Tools, Tackles, Plant, Machineries, Labour Etc Complete As Per Specifications, Miscellaneous Metal Works Like Catwalk Way, Ladder, Chequered Plate, Covers, Dogging Beams Etc. Fabricated With Rolled Steel Section, Pipes, Tubes Of General-purpose Structural Steel As Per As Directed By Engineer In Charge within the Arunachal Pradesh jurisdiction

The official timeline and deadline details for Tender For Mobilisation Phase I , Work Facilities , Dismantling Of Concrete , Construction Of The Groove , 1st Stage Anchors , Top Seal Beam Installation , Additional Structural Support , Rectification By Grinding , Rectification By Cladding , Rectification By Weld Build Up , M-35 Grade Of Concrete Placement , Miscellaneous Metal Works, Refurbishment Of Radial Gates At Pare Dam Of Pare Hydro Power Station, Mobilisation And Demobilisation Of Tools, Tackles, Plants, Labour Etc To Accomplish The Works Including Installations Of The Work Facilities Comprising Winch, Trolley, Platform, Safety Gears And Others, As Required To Attend Rectification Of The Radial Gates As Provided In The Technical Specification (phase-i Activities), Mobilisation And Demobilisation Of Tools, Tackles, Plants, Labour Etc To Accomplish The Works Including Installations Of The Work Facilities Comprising Winch, Trolley, Platform, Safety Gears And Others, As Required To Attend Rectification Of The Radial Gates As Provided In The Technical Specification (phase-ii Activities), Design, Supply, Fabrication And Installations Of The Work Facilities Comprising Winch, Trolley, Platform, Safety Gears And Others, As Required To Access The Work Front And Subsequent Dismantling/site Clearance As Per Direction Of The Engineer-in-charge, Dismantling Of Concrete And Removal Of Existing Top Seal Beam Of The Radial Gate Including Loading, Unloading And Transportation Of Removed Steel Materials From Dam Site Up To Central Store At Sopo (approx. 5 Km) Including All Tools, Tackles, Plant, Labour Etc, As Per Direction Of The Engineer-in-charge, Construction Of The Groove Of Adequate Size, By Breaking The Concrete To Accommodate New Top Seal Beam Including Rearrangement/ Restoration Of Dismantled Reinforcement Bars, If Any As Per Approved Design To The Satisfaction Of The Engineer-in-charge, Design, Supply And Installation Of 1st Stage Anchors In Existing Concrete To Hold New Top Seal Beam Alongwith Chemical Injection Including All Plants, Tools, Tackles, Labour Etc Complete As Per Technical Specification, Design, Supply, Fabrication, Transportation And Installation Top Seal Beam Complete With Conveyor Type Of Anti-jet Sealing Arrangement Including All Embedment As Per Design And Specifications Complete. The Work Shall Be Inclusive Of All Tools, Tackle, Manpower, Machineries Etc., Design, Supply, Fabrication And Erection Of Additional Structural Support For Strengthening Of The Overhang Portion (above Top Horizontal Girder) Of The Radial Gate As Per Design Complete Including All Plants, Tools, Tackles, Labour Etc. Complete, Rectification Of Misalignment Of Wall Plate And Seating Of Rubber Seals Including All Material, Tools, Tackles, Machineries, Labour Etc Complete -grinding And Machining Of The Wall Plate (max. 5 Mm On Either Side), Rectification Of Misalignment Of Wall Plate And Seating Of Rubber Seals Including All Material, Tools, Tackles, Machineries, Labour Etc Complete - Cladding With Stainless Steel Plates Of Suitable Thickness (max. 5 Mm), Rectification Of Misalignment Of Wall Plate And Seating Of Rubber Seals Including All Material, Tools, Tackles, Machineries, Labour Etc Complete - Weld Build-up Using Ss-309 Grade Of Electrode And Subsequent Machining (max. 5 Mm On Either Side), Design, Supply, Placement Of Shrinkage Compensated M-35 Grade Of Concrete And Epoxy Grout For Filling Micro Gaps Wherever Required For Securing The Top Seal Beam Including Formworks, Materials, Admixtures, Tools, Tackles, Plant, Machineries, Labour Etc Complete As Per Specifications, Miscellaneous Metal Works Like Catwalk Way, Ladder, Chequered Plate, Covers, Dogging Beams Etc. Fabricated With Rolled Steel Section, Pipes, Tubes Of General-purpose Structural Steel As Per As Directed By Engineer In Charge are available inside the detailed notification files. Bidders planning to target this contract in Yupia should check the official portal schedule early to complete their online technical and financial submission well before the closing hours.