Tenders Are Invited For Implementation Of The Investment: Task No. 1: Reconstruction Of Kuśnierska Street In Kole With The Construction Of A Rain Sewage System. Task No. 2: Reconstruction Of Zawiszy Czarnego Street In Kole With The Construction Of A Rain Sewage System.

Task No. 1: Reconstruction Of Kuśnierska Street In Kole With The Construction Of A Rain Sewage System. 1. The Subject Of The Order Is The Reconstruction Of Municipal Road No. 497573P, Kuśnierska Street, Along With The Construction Of A Rainwater Drainage System. The Investment Is Located In Koło Plot No. 175, 174, 30/3 And 89 Sheets Of Map 30.2. General Data Of The Subject Of The Order: The Scope Of Works Includes: 1) - Demolition Of The Triline Surface On A Cement-Sand Ballast, 2) - Construction Of The Road, 3) - Construction Of A Sidewalk, Exits And A Parking Bay, 4) - Construction Of A Rainwater Drainage System, 5) - Construction Of A Pedestrian Crossing 6) - Vertical And Horizontal Markings. 3. Technical Parameters Of The Investment: 1) Road Category: Municipal 2) Road Class: L3) Design Speed: 30 Km/H4) Cross-Section 1/1 One-Way5) Road Width: 3.50 M 6) Sidewalk Width: Min. 1.80 M7) Width Of Parking Spaces: 2.50 M (Parallel Spaces)8) Transverse Inclination Of The Road: Roof-Shaped 2%9) Transverse Inclination Of Parking Spaces: 2%10) Transverse Inclination Of The Sidewalk: -3% Towards The Road11) Length Of The Road Section To Be Reconstructed: 74.50 M. 4. Pedestrian Crossing: A System Of Textured Lines Should Be Installed In Front Of The Pedestrian Crossings Surface Markings In The Form Of Warning And Guide Strips (Textured Tiles, Dimensions 40X40 Cm). Pedestrian Crossings Should Be Equipped With Curb Ramps (According To Wr-D-41-3). 5. Construction Of The Road And Parking Bay: 1) 15/17 Cm Granite Cubes Placed Perpendicular To The Road Axis With Epoxy Grout, 2) Cement-Sand Ballast (1:3) - Thickness. 5 Cm, 3) Basic Foundation Made Of Concrete Mix C 16/20 - Thickness. 20 Cm, 4) Strengthening The Substrate With Natural Aggregate Stabilized With Cement With Rm = 5 Mpa Thickness. 10 Cm5) Embankment Soil Made Of Non-Seeding Material - 1 M From The Bottom Of The Structure. 6. Construction Of The Sidewalk And Exits: 1) Bevelless Brick Cubes, Thick. 8 Cm, In Three Dimensions: 9X12 Cm, 12X12 Cm, 18X12 Cm With A Tolerance Of +- 3 Cm In Brown/Beige In A Shade Of Non-Uniform Color, 2) Cement-Sand Ballast (1:3) - Thickness. 3 Cm, 3) Basic Foundation Made Of C8/10 Concrete. 15 (Sidewalk), Main Foundation Made Of C12/15 Concrete. 20 Cm (Slopes), 4) Embankment Soil Made Of Non-Filling Material 0.30 M From The Bottom Of The Structure.