Tenders Are Invited For Construction Of A Municipal Road Connecting Ul. Polna And Ul. Sportowa In Gorzów, Chełmek Commune, From Km 0+001.5 To Km 0+676.50

The Subject Of The Order Is The Execution Of Construction Works As Part Of The Task Entitled: Construction Of A Municipal Road Connecting Ul. Polna And Ul. Sportowa In The Town Of Gorzów, Commune Of Chełmek, From Km 0+001.5 To Km 0+676.50. Investment Location: The Investment In Question Is Located In The Area Of Ul. Polna And Ul. Sportowa In Gorzów, In The Area Of Registration Unit 121303_5, Chełmek, District [0002] Gorzów. The Investment Includes: • Construction Of A Municipal Road - Unnamed From Km 0+001.50 To Km 0+676.50 (675 M); • Construction Of Intersections With The Municipal Road Ul. Polna At Km 0+275.70 And Km 0+297.30;• Construction Of Roadsides;• Construction Of A Storm Sewage Network In The Scope Of: - Construction Of Street Inlets And Sewers;• Demolition Of The Existing Storm Sewerage Network At Km 0+285.40 To Km 0+296.40 (Km Of The Municipal Road Ul. Polna)• Construction Of A Storm Sewage Network At Km 0+285.10 To Km 0+296.40 (Km Of The Municipal Road Ul. Polna)• Demolition And Construction Of Culverts With End Walls And Strengthening Of Slopes With Openwork Slabs At Km 0+283.70 (Along Ul. Polna) And 0+341.00 (Along The Planned Municipal Road - Unnamed);• Demolition Of The Fence From Km 0+445.15 To Km 0+471.00;• Construction Of Regular Exits At Km 0+325.80 And 0+351.40 (With Internal Roads)• Reconstruction Of The Regular Exit At Km 0+004.70 (From The Internal Road Of Ul. Sportowa). Access Road: The Construction Of A Municipal Road - Unnamed, With A Width Of 5.0 M And A Total Length Of 675 M. Connection Of The Edge Of The Road With The Street. Polna Should Be Made Using Circular Arcs With A Radius Of R = 6.0 M. The Slope On The Road Was Designed As A One-Sided Slope Of 2.0%, Directed To A Mud-Type Drainage Channel Designed Along The Edge Of The Road, On Which Street Inlets Were Located Along With Drains Connected To The Drainage Ditch. The Road Surface Is Made Of Asphalt Concrete. Intersections With Municipal Roads: As Part Of The Study, The Construction Of Intersections Of The Planned Municipal Road - Unnamed - With The Municipal Road Ul. Polna At 0+275.70 And At Km 0+267.30. The Edges Of The Planned Municipal Road With The Municipal Road Ul. Polna Should Be Made Using Circular Arcs With A Radius Of R = 6.0 M. The Slope On The Road Was Adjusted To The Designed And Existing Terrain Elevations. Side: A One-Sided Shoulder Was Designed Along The Designed Road. The Shoulder Width Was Designed To Be 0.75 M With An 8.0% Transverse Slope Away From The Road. The Roadside Surface Should Be Made Of Crushed Basalt Aggregate. Rainway Sewage Network: Rainwater From The Designed Communication System Will Be Directed Via Concrete Troughs Of The Mud Type To The Designed Rainwater Inlets. The Inlets Should Be Made Of Concrete Fi500. Rainwater Inlets Are Planned To Be Made With A 0.8 M Deep Sludge Trap. Rainwater Will Be Directed To The Existing Drainage Ditch Via Sewage Channels. Slopes In The Area Of ​​Outlets Should Be Reinforced With Openwork Slab