Tenders Are Invited For Construction Work For Water Projects – Szeged Algyői Main Canal Development Iv. Beat in Hungary

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Construction Work For Water Projects – Szeged Algyői Main Canal Development Iv. Beat. The Purpose Of The Investment Is To Develop The Receiving Algyői Main Canal In Order To Drain The Rainwater Collected In The Area Of ​​The Byd Car Factory. In Order To Implement The Project, Present Iii. With Respect To Phase 1, The Tasks Of The Winning Tenderer Include The Realization Of The Following Facilities: - Dredging Of The Main Algyői Canal The Canal Is Carried Out Between 0+000 – 2+200 Km And Between 10+297 And 11+020 Km, Divided Into Four Sections, Which Are As Follows: Dredging Section Number Section Length Hydromechanization Shore Dredging [M3] Sections Dredging [M3] I 0+000 – 0+598 598 M Ii 0+598 – 0+990 392 M 63,750 38,500 Iii 1+178 – 2+200 1022 M Iv 10 + 293 – 11+020 727 M - 3,000 Dredging Of The Riverbed Taking Into Account The Permitted Bottom Levels Recorded In The Water Rights Operating License Is Happening. The Width Of The Water Bed Varies, But Min. 6 M Wide. The Technology Of The Planned Dredging: Two-Sided Dry (Coastal Strip) Underwater Dredging And Copper Sorting, Taking Into Account The Useful Boom Extension Of The Dredger Up To A Distance Of 10-12.0 M. The Dredging Of The Bed, Which Was Left Out Of The Two-Sided Dry Dredging, Will Be Done With Hydromechanization Technology, The Width Of Which Ranges From 10-12 M To 60-65 M. - Landfill Construction The Horizontal Alignment Of The Planned Landfill Construction Was Determined By The Alignment Of The Existing Landfill. Reinforcement Takes Place On The Longer Side Of The Section Z To Be Built Towards The Protected Side. In Terms Of Height Alignment, Height Construction Should Only Be Carried Out In Those Sections Where The Level Height Of The Landfill Shows Significant Irregularities. In These Sections, The Crown Level Of The Landfill Will Be Equalized. On The Planned Section, Interventions On Various Sides Were Planned As Follows: Interventions Quantity (Fm) Canal Sections Left Bank Landfill Right Bank Landfill 0+000 – 2+200 Cskm Waterside And Saved Reconstruction 4,000 Fm Side Construction 10+293 – 11+020 Cskm Waterside And Saved Reconstruction 1,454 Fm Side Construction The Planned Landfill It Has A Crown Width Of 5.00 M And Is Connected To The Existing Landfill With A 1:2 Copper Pipe On The Saved Side. The Copper Bend On The Water Side Is Also 1:2. The Maximum Inland Water Level At The Crown Height Is Designed For A Level Of +1.0 M. The Height Of The Existing Crown Exceeds This Level In Places. - Algyői Main Canal Reconstruction - Artifacts Affected By The Reconstruction: - Algyő Main Canal: 1+177 Cskm 3Rd Artifact - Algyő Main Canal: 5+025 Cskm 4 3-Panel Sluices Marked T - Algyő Main Canal: 8+534 Cskm 8 Reinforced Concrete Bridge Marked T - Algyő Main Channel 11+046 Cskm Reinforced Concrete Bridge No. 10 - Algyő Main Canal 11+127 Cskm Reinforced Concrete Bridge No. 11 Artifacts Affected By Demolition: - Algyő Main Canal 1+436 Cskm Steel Pipe Demolition - Algyő Main Canal 5+407 Cskm Farkas Lock - Algyő Main Canal 10+292 Cskm Black Lock - Algyő Main Canal Construction Of New Structures: - Algyői-Fcs. Prohibitive Monolithic Reinforced Concrete Structure To Be Built In The Section Of 5+407 Cskm, With A Water Transmission Capacity Of 11 M3/Sec - Algyői Fcs Farkasi Pumping Station Reconstruction - Algyői-Fcs. 10+292 Cskm Section To Be Built With 9T Sign

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