Tenders Are Invited For Reconstruction Of The Street Podrzeczna, Pl. Przyrynek And Ul. Świętojańska In Łowicz

1. The Subject Of This Procedure Is The Implementation Of The Investment Entitled: Reconstruction Of Ul. Podrzeczna, Pl. Przyrynek And Ul. Świętojańska In Łowicz.2.The Scope Of The Order Includes: 1) Reconstruction Of The Road Of Ul. Świętojańska, Przyrynek Square, Ul. Podrzeczna;2) Construction Of A Sidewalk Made Of Concrete Cubes;3) Construction Of Exits Made Of Concrete Cubes;4) Construction Of An Integration Stone Surface At Pedestrian Crossings;5) Construction Of A Raised Pedestrian Crossing;6) Replacement Of The Road Structure And Substructure In Places Indicated In The Pzt,7) Introduction Of Permanent Traffic Organization.3.Characteristic Parameters Determining The Size Of The Facility Or The Scope Of Road Construction Works: 1) Technical Parameters Of The Designed Road System: A) Road Length: 582.79 M Ul. Świętojańska, Przyrynek Square, Ul. Podrzeczna Section A, B) Road Length: 182.87 M, Pl. Przyrynek - Section B, C) Road Width: 5.95-12.00 M, D) Sidewalk Width: 2.0-2.5 M, E) Replacement Of The Road Structure And Substructure In Places Indicated In The Pzt, F) Road Cross-Slope: Roof 2%, One-Sided 2%, G) Rainwater Drainage: Surface To Existing Gullies, 2) Types Of Surfaces Of Individual Elements: A) Surface Of Exits And Raised Pedestrian Crossing And Sidewalk: 8 And 6 Cm Thick Paving Stones, B) Surface At Pedestrian Crossings: Integration (Indicator) Concrete Cubes, C) Road Surface Of Ul. Podrzeczna, Pl. Przyrynek And Ul. Świętojańska: Bituminous Episode A And B.3) Structural Arrangement Of Road Elements: The Road Surface Structures Were Adapted To The Expected Load. In Consultation With The Ordering Party, The Structures Of Individual Elements Were Designed In Accordance With The Following Description: A) Roadway Of Ul. Świętojańska, Przyrynek Square, Ul. Sub-River:  Wearing Course Ac 11S 50/70 Gr. 3 Cm, Binding Layer Ac 11W 50/70 Gr. 4 Cm, - Geosynthetic Mesh, - Existing Subgrade After Corrective Milling, - Replacement Of The Sub-Base In The Place Indicated In The Pzt, The Road Will Be Framed On Both Sides By The Existing Concrete Curb (15X30) Cm, With Replacement In The Places Indicated In The Pzt. B) Sidewalk: - Non-Beveled Concrete Cubes, Thickness 6Cm, Cem Ballast - Sand Thickness. 3 Cm (1:4), - Base Made Of A Mixture Unbound With Aggregate 0/31.5 Gr. 10 Cm, - A Layer Of Improved Base Made Of A Cement-Bound Mixture C1.5/2 - 15 Cm, - Soil Category G1. The Sidewalk Will Be Framed With A Concrete Edge (8X30) Cm. In Places Of Passages And Crossings At The Connection With The Road, A Concrete Curb (15X22) Cm With A Clearance Of 0 Cm Should Be Placed. Sidewalk Slope Is One-Sided. C) Exits: - Bevelless Concrete Cubes, Thickness 8 Cm, Cement And Sand Bedding, Thickness. 3Cm (1:4), - Subbase Made Of A Mixture Unbound With Aggregate 0/31.5 Gr. 20 Cm, - Auxiliary Subbase Layer Made Of Soil Stabilized With Cement C1.5/2 Gr. 15 Cm. (Delivery From The Factory), - Soil Category G1. The Border Of The Exits Will Be A Concrete Curb (15X22) Cm With A C