Tenders Are Invited For Construction Of Zamojska Street In Garwolin - Stage Ii.

1. The Subject Of The Contract Is The Implementation Of The Task: Construction And Reconstruction Of Roads And Pavements In The City Of Garwolin In Order To Improve Communication Accessibility In The City Of Garwolin - Construction Of Zamojska Street In Garwolin - Stage Ii Along With Dehydration And Lighting (From Km 0+225 To Km = 0+474). 1.1 Type And Category Of The Building Object The Object Of The Contract Is The Construction Of: - Street Road Lanes With A Foundation, - Roads For Pedestrians And Cyclists, - A Set Of Devices Enabling Dehydration Of The Paved Surface Of The Road Body, - Lighting Line. Category Xxv.1.2 Characteristic Technical Parameters For The Section Km = 0+225 To Km = 0+474 - Road Category: Municipal, Local L - Design Speed - 30Km/Hour - Movement Category - Kr2 - Road Lane Width - 10.0M - 1/2 Two -Way Road Belts, Width 2X2.75M - Road Surface - Concrete Cubes - Cross -Section Of The Canopian Road With A Bilateral Inclination Of 2% - Torsional Arcs - R = 6.0M - Road For Pedestrians And Cyclists - Width Not Less Than 3.0M, Material: Beton -Free - Bilateral Conventions For Facilities Located Outside The Road Pad - Dehydration Of Paved Surfaces: To The Designed Rain Inlets. 1.3 Cross -Section Of The Road. Principle Of A Normal Street On The Section From Km = 0+225 To Km = 0+438 Putting Two Lanes After 2.75M Curb. Right -Sided, On The Section To Km = 0+355, The Roadside Hardened With Mineral Cubes On The Foundation As For Conventions Was Designed. On The Section From Km = 0+ 355 To Km = 0+ 460, The Roadside Hardened With Mineral Cubes Was Designed, But With A Cross -Section Separating The Road Belt Surface With A Road Curb. The Abrasive Surface Was Designed With The Use Of 6 Cm Thick Concrete Cubes And The Foundation As For A Pedestrian And Bicycle Road. 1.4 Pedestrian Road And Cyclists - Surface Made Of Concrete Cubes Of Vibra -Ironed 6Cm Thickness 6Cm Thickness - Sand -Cement Bed In A 4: 1 Thickness 5Cm Thick Mechanically Stabilized 0/31.5 Thickness 15Cm - Frost -Protective Layer Made Of Coarse Sand With A Thickness Thickness Of 10Cm1.5 Structure Of The Surface Of Ordinary Rides And Public Conventions - Surface Made Of Concrete Cubes Vibrarated 8Cm Thickness - Sand -Cement Bed In A Ratio Of 4: 1 Thickness 5Cm Broken Mechanically Stabilized 0/31.5 Thickness 20Cm - Strengthening Layer Rm = 2.5Mpa Is To Be Made Of A Mixture Of Cement And Coarse Sand With A Thickness Thickness Of 20Cm.1.6 Rainwater Raincapanization Sewage System And Chefs Will Be Made Of Sn8 Sn8 Class Pvc Pipes With Diameter Dn 500 And Dn 160 Mm (Sewage) Kielichowo Using The Rubber Gaskets Of The Pipe Connection Should Be Made In Accordance With The Manufacturers Recommendations. Inlets With Settlers Are Located Deep Below The Freezing Zone And Do Not Require Thermal Insulation. The Exception Are The Wd23 Tiles To Wd28 Which Are Located In The Freezing Zone. Design Solutions For Thermal Insulation Are Presented In The Technical Project. Street Inlets Wells Were Desig

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