Tenders Are Invited For Waste Disposal Site Construction Work – Nyíregyháza Waste Landfill Expansion Ii. Beat in Hungary

Work Detail

Waste Disposal Site Construction Work – Nyíregyháza Waste Landfill Expansion Ii. Beat. • Clogging Of 2 Existing Groundwater Monitoring Wells And Establishment Of 5 New Groundwater Monitoring Wells • Approx. 90,000 M3 Of Earthwork • 82,000 M2 Of New Landfill Substructure And Construction With The Existing Landfill With The Following Layering (Which Corresponds To Landfill Type B3 According To The 20/2006. (Iv. 5.) Kvvm Decree On Certain Rules And Conditions Related To Waste Disposal And Waste Disposal): O 200 G/M2 Geotextile Protection Against Clogging (Seepage Layer), O 30 Cm Ok 16/32 Or 24/40 Washed, Spherical Gravel Surface Seepage (K ≥ 10-3 M/S) (Seepage Layer), O 1200 G/M2 Geotextile, Mechanical Protection (Artificial Insulation Layer), O 2.5 Mm Vtg. Hdpe Geomembrane (Artificial Insulation Layer), O 1 Rtg. Bentonite Blanket (To Ensure Equivalence, K ≤ 5X10-11 M/S) (Artificial Insulation Layer) O Geoelectric Monitoring System (Geophysical Monitoring System) O 0.5 M Natural Material Mineral Insulation (K ≤ 10-9 M/S): Installation Of A Total Of 41,000 M3 Of Clay (Artificial Insulation Layer), O Compacted Landfill Mirror. • Construction Of A Leachate Drainage And Backsprinkling System With Gravity And Lifting Manholes, Gravity And Pressurized Pipelines: O Perforated Collection Line In The Landfill: Dn 250 Kpe Sdr 17: 2500 M O 26 Leachate Governors And 2 Lifting Manholes With Pumps, Material Reinforced Concrete Manholes Lined With Hdpe Foil, Or Equivalent Hdpe Manholes Slope Between Gravity Shafts 0.5 %. Dn 315 Kpe Sdr 17 Line Between The Shafts: 704 M O Leachate Water Pressure Line: Material: Kpe Dn110: A Total Of 1472 M O Leachate Water Return: Installation Of A New Pump In An Existing Shaft, A Total Of 1190 Meters Of Kpe Dn 125 X 7.4 Lines And 13 Setups Are Being Built. • Construction Of A 3,800 M3 Earth Bed, Insulated Leachate Reservoir, • Construction Of A Rainwater Drainage Ditch Around The New Landfill: 1,090 M • Construction Of A Crushed Stone Service Road Around The Landfill: 3,300 M2 • Construction Of A Fence At The Plot Boundary Approx. 1500 M. • Installation Of Protective Fencing. Amount Of Option: Partial Increase In The Bearing Capacity Of The Subsoil Under The New Landfill, E.G. With Cement Stabilization 4752 M2 The Work To Be Performed Is Not Subject To A Building Authority Permit. 321/2015. (X. 30.) According To Section 46 (3) Of Government Decree, Where There Is A Reference To A Thing Of Specific Manufacture Or Origin, Or To A Specific Process That Characterizes The Products Of A Given Economic Operator Or The Services Provided By It, Or To A Trademark, Patent, Activity, Person, Type, Or A Given Origin Or Production Process, The Term Or Equivalent Must Also Be Understood In Addition To The Name. The Detailed Conditions Are Contained In The Technical Description And Draft Contract That Are Part Of The Public Procurement Documents.

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