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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance 38 II FLOOR MOHAMMADPUR BHIKAJI CAMA PLACE NEW DELHI PIN 110066 | NEW DELHI | NEW DELHI | DELHI | 110066 | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
| 3 | Admitted-Finance | Admitted-Finance |
| 4 | Admitted-Finance 712 EMBASSY CENTER NARAIMAN POINT NARIMAN POINT MUMBAI MAHARASHTRA 400021 | MUMBAI | MAHARASHTRA | 400021 | Admitted-Finance |
Tender Value
Refer Docs
Closing Date
7 Jul 2023, 6:30 pmClosed
Executive Engineer
Gosikhurd Left Bank Canal Division Wahi (Pauni)
Remedial Measures for Critical Patches on Gosikhurd Left Bank Canal at Wahi (Pauni), Dist.Bhandara. At RD 1700 to 3000 (SR side) and RD 3800 to 5500m (Bed) Proposed Item of Work to call Budgetary offer being Non CSR Rates (Scheduled Rates).
2023_CEWRD_921151_1
Quotation No.01/GLBC/2023-24
Open Tender
Civil Works - Canal
Item Rate
180 days
Mendha
These rates will be used only for the estimation purpose
2 documents required · 2 mandatory
₹0
Exempted
10 Aug 2023
30 Jun 2023
10 Jul 2023
30 Jun 2023
7 Jul 2023
30 Jun 2023
Amount
Non woven Needle Punched Geotextile (Type-III) Providing, Laying, Fixing, Anchoring and Jointing of Needle Punched & Mechanically Bonded Non-Woven Polypropylene Staple Fibers Type III Having Minimum Thickness of 1.7 mm at 2 kPa Normal Stress and Mass Per Unit Area-230 g/m2 (As Per Material Specifications). Nonwoven Geotextile Shall Be Laid With 100% Coverage With Overlap (As Per Drawing And Specifications) With Contractor’s Own Material Including Loading, Transportation, Unloading, Storage, Re-Handling, All Lead & Lifts, Preparation of Subsurface, All Ancillary Works, Necessary Overlap As Per Drawing, Labour, Technical supervision charges, Specialised Machinery/Instrument Charges, Testing Charges (Laboratory & In-Situ Tests As Directed In QA & QC Procedure), Etc. Complete All as Per Specification, Drawing & All as Directed by Engineer-In-Charge. (The rate shall be inclusive of all taxes but excluding GST and Royalty charges)
Non woven Needle Punched Geotextile (Type-VII) Providing, Laying, Fixing, Anchoring and Jointing of Needle Punched & Mechanically Bonded Non-Woven Polypropylene Staple Fibers Type VII Having Minimum Thickness of 2.2 mm at 2 kPa Normal Stress and Mass Per Unit Area-350 g/m2 (As Per Material Specifications). Nonwoven Geotextile Shall Be Laid With 100% Coverage With Overlap (As Per Drawing And Specifications) With Contractor’s Own Material Including Loading, Transportation, Unloading, Storage, Re-Handling, All Lead & Lifts, Preparation of Subsurface, All Ancillary Works, Necessary Overlap As Per Drawing, Labour, Technical supervision charges, Specialised Machinery/Instrument Charges, Testing Charges (Laboratory & In-Situ Tests As Directed In QA & QC Procedure), Etc. Complete All as Per Specification, Drawing & All as Directed by Engineer-In-Charge (The rate shall be inclusive of all taxes but excluding GST and Royalty charges)
HDPE Geomembrane Providing, Laying, Fixing, Anchoring and Jointing of HDPE Geomembrane of 0.5 mm Thickness (As Per Material Specifications). Geomembrane Shall Be Laid With 100% Coverage, Including Overlap And Welding (As Per Drawing And Specifications) On Properly Dressed, Watered & Compacted Fill, With Contractor’s Own Material Including Loading, Transportation, Unloading, Storage, Re-Handling, All Lead & Lifts, Preparation of Subsurface, All Ancillary Works, Necessary Overlap as Per Drawing, Labour And Specialised Machinery/Instrument Charges, Testing Charges (Laboratory & In-Situ Tests as Directed In QA & QC Procedure), Etc. Complete All as Per Specification, Drawing & All as Directed by Engineer-In-Charge. (The rate shall be inclusive of all taxes but excluding GST and Royalty charges)
Uniaxial Geogrid Providing, Laying, Fixing, Anchoring and Jointing of Uniaxial Polyester Knitted Geogrid in Granular Fill. Polyester Geogrid with PVC Or Appropriate Coating Should Have Minimum Peak Tensile Strength Along Machine Direction-60kN/M & Cross Machine Direction-20kN/M. Minimum Allowable Long-Term Design Strength in Machine Direction-28.5kN/M And Other Requirements as Per IS17373:2020 (As Per Material Specifications). Geogrids Shall Be Laid With 100% Coverage And Overlap (As Per Drawing And Specifications and as Per IS16355:2015) on Properly Dressed, Watered & Compacted Fill, With Contractor’s Own Material Including Loading, Transportation, Unloading, Storage, Re-Handling, All Lead & Lifts, Preparation of Subsurface, All Ancillary Works, Polypropylene Bags Facia Filled With Sand, Jute Bag Facia Filled With Agricultural Soil, Necessary Overlap as Per Drawing, Labour and Specialised Machinery/Instrument Charges, Scaffolding to Maintain Canal Slope/Facia During Construction, Testing Charges (Laboratory & In-Situ Tests As Directed In QA & QC Procedure) Etc. Complete all as Per Specification, Drawing & all as Directed by Engineer-In-Charge (The rate shall be inclusive of all taxes but excluding GST and Royalty charges)
Biaxial Geogrid Providing, Laying, Fixing, Anchoring and Jointing of Punched and Oriented Polypropylene Biaxial Geogrid with Minimum Peak Tensile Strength Along Machine Direction-40kN/M & Cross Machine Direction-40kN/M. (As Per Material Specifications). Geogrids Shall Be Laid With 100% Coverage And Overlap (As Per Drawing And Specifications) And as Per (IS16355:2015) on Properly Dressed, Watered & Compacted Fill, With Contractor’s Own Material Including Loading, Transportation, Unloading, Storage, Re-Handling, All Lead & Lifts, Preparation Of Subsurface, All Ancillary Works, Necessary Overlap as Per Drawing, including Polypropylene Rope, Labour And Specialised Machinery/Instrument Charges, Testing Charges (Laboratory & In-Situ Tests As Directed In QA & QC Procedure), Etc. Complete all as Per Specification, Drawing & all as Directed by Engineer-In-Charge (The rate shall be inclusive of all taxes but excluding GST and Royalty charges)
Mesh Gabion Providing, Laying, Fixing, Anchoring and jointing of Gabion structure for retaining earth of required section with double twisted hexagonal shaped wire mesh of 2.7 mm diameter mesh, mechanically edged& selvedged, mesh type 10x12 with Zn+PVC coating (As per material specifications). Mesh Gabion shall be laid with 100% coverage with overlap and welding (As per drawing and specification) With Contractor’s own material including loading, transportation, unloading, storage, re-handling, All Leads and Lift, preparation of subsurface, all ancillary works, Necessary Overlap As per Drawing, Labour, Technical supervision charges, specialized Machinery/Instrument Charges, Testing Charges (Laboratory & In situ Tests As Directed in QA % QC Procedure )Etc. Complete All as per specification, Drawing & All as Directed by Engineer-In-Charges (The rate shall be inclusive of all taxes but excluding GST and Royalty charges)
RECP (Rolled Erosion Control Product) Providing, Laying, Fixing, Anchoring And Jointing of Rolled Erosion Control Product of Minimum Thickness 5 mm and of Mass- 300 g/m2 (As Per Material Specifications) Including RECP Overlap, Jointing (As Per Drawing And Specifications) On Properly Dressed, Watered & Compacted Fill, With Contractor’s Own Material Including Loading, Transportation, Unloading, Storage, Rehandling, All Lead & Lifts, Preparation of Subsurface, All Ancillary Works, Vegetative Facia Of Agricultural Soil Filled In Jute Bags (As Per Drawing) Including Plantation of Vetiver Grass (Including Sapling, Plantation, Manure & Fertilizer, Watering & Maintaining Till Well Established, Etc. Complete), Necessary Overlap as Per Drawing, U-Pins, Labour and Specialised Machinery/ Instrument Charges, Testing Charges, (Laboratory & In-Situ Tests as Directed in QA & QC Procedure), Etc. Complete All as Per Specification, Drawing & As Directed by Engineer-In-Charge. (The rate shall be inclusive of all taxes but excluding GST & Royalty)
PVC Non-Return Pressure Relief Valve. Providing And Fixing in Proper Alignment and Position PVC Non-Return Pressure Relief Valve of 160mm Diameter Housing Pipe with Perforated End Cap, 90mm PRV Pipe of Length 750 mm With End Cap & Perforated Portion Including Graded Filter Media, As Per IS 4558 Including Cost of All Materials, Graded Filter Media, Labour, Transportation, Storage, Handling, Installation, Drilling (In Canal Bed & Canal Slope), All Ancillary Works, Testing Charges (Laboratory & In-Situ), Etc. Complete All as Per Specification, Drawing & As Directed by Engineer-In-Charge. (The rate shall be inclusive of all taxes but excluding GST and Royalty charges)
Non-woven Needle Punched Polypropylene Geotextile Mac Tex N60.1 Providing, Laying, Fixing, Anchoring and Jointing of MacTex N60.1 Mechanically Bonded Non-Woven Geotextile made of virgin high tenacity Polypropylene Staple Fibers which are UV stabilized having Mass Per Unit Area-270 g/m2 (As Per Material Specifications). Nonwoven Geotextile Shall Be Laid With 100% Coverage With Overlap (As Per Drawing And Specifications) With Contractor’s Own Material Including Loading, Transportation, Unloading, Storage, Re-Handling, All Lead & Lifts, Preparation of Subsurface, All Ancillary Works, Necessary Overlap As Per Drawing, Labour, Technical supervision charges, Specialised Machinery/Instrument Charges, Testing Charges (Laboratory & In-Situ Tests As Directed In QA & QC Procedure), Etc. Complete All as Per Specification, Drawing & All as Directed by Engineer-In-Charge. (The rate shall be inclusive of all taxes but excluding GST & Royalty).
GABION TECHNOLOGIES INDIA PRIVATE LIMITED
planet polynet
Maccaferri Infrastructure Private Limited
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