Tenders are invited for Tarcal Infrastructure. Development Phase 3

Tarcal Infrastructure. Development Phase 3 45000000-7 In Detail Based On The Attached Design Documentation! Brief Description Of Tasks: Rainwater Drainage Road Construction Magyar Telekom Network Replacement: K nyves K lm n Utca Reconstruction Magyar Telekom Network Replacement Pr-Telecom Network Replacement Mvm Replacement And Public Lighting: K nyves K lm n Mvm Replacement And Public Lighting: J nos Siberius Road Construction: K nyves K lm n Utca, To Be Converted Into A Wine Street, Starts From Klapka Utca And Ends At 36108 J. To The Road Leading To Tokaj Tv In The Section 0+181 Km No. S. Joins On The Left. The Road Is Currently Paved With Asphalt, The Width Of Which Is ~3.00 M. During The Reconstruction, The Existing Asphalt Pavement Must Be Demolished In Full, And Then A New Paved Road Will Be Built. With The Transformation Into A Wine Street, The Traffic Lane Width Of 3.00 M Will Be Preserved, But An Open Lane Of 1.50 To 1.50 M Wide Will Be Created On Both Sides Of The Road. Wine Street Is Designated As A Residential And Recreational Area. The Length Of The Section To Be Renovated Is 452.19 M. Rainwater Drainage: Drainage Facilities Under Construction: Ditch Marked Cs-1-0 262.0 M, Of Which: 262 M Of Planned Kv-30/200 Paved Ditch, Of Which 4 M Is An Under-Road Culvert With A Kvf30 Cover, And 244 M Is A Kvfvb30 Water Inlet Cover. Receptor : Paved Ditch Existing At The Intersection Of K nyves K lm n And Klapka Streets, On The Even-Numbered Side Of Klapka Street. Trench Marked Cs-2-0 83.0 M, Of Which: 83 M Planned Kv-30/200 Paved Trench, Of Which 2 M Culvert Under The Sidewalk With Kvf30 Cover, And 53 M With Kvfvb30 Permeable Cover Recipient: Existing At The Intersection Of K nyves K lm n And Ferenc R k czi Streets , A Paved Ditch On The Even-Numbered Side Of R k czi Utca. Cs-2-1 Trench 131.0 M, Of Which: 24 M Planned Kv-30/200 Paved Trench With Kvf30 Cover 7 M Planned 30 Concrete Culvert 100 M Planned Kv-20/200 Paved Trench With Kvfvb20 Water Inlet Cover Receiver: Section 0+002 Of Trench Marked Cs-2-0. Trench Marked Cs-2-1-1 106.0 M, Of Which: 106 M Planned 50/200 Bench Drain Receiving: Section 0+024 Of Trench Marked Cs-2-1. As Described Above, Tarcal K zs g, K nyves K lm n Utca Is Being Built During Stormwater Drainage: A Total Of 582.0 Square Meters Of Stormwater Drainage System Is Being Built, Of Which: 369.0 M Kv-30/200 Bed Element 100.0 M Kv-20/200 Bed Element 106 ,0 M 50/200 Bench Drain Also Being Built: 30.0 M Kvf30 Cover Plate 297.0 M Kvfvb30 Water Inlet Cover Plate 100.0 M Kvfvb20 Water Inlet Cover Plate 7 M Planned 30 Concrete Culvert

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Global Tender Document	Tender Notice