Tenders Are Invited For Modernization - Renovation Of The Municipal Road, Ul. Akacjowa In Łoradzice

1. The Subject Of The Order Is The Construction Of A Surface On The Municipal Road Ul. Akacjowa In Łoradzice. Current Condition: In The Road Lane, The Road Lane Is A Surface Hardened With Stone Aggregate. The Route Of The Vehicular Traffic Lane Is Unregulated. Width Of Hardening From 3.50 ÷ 4.0 M, At The Intersection - 5.0 M. Entrance Of The Municipal Road Ul. Akacjowa Joins The Border Of The Provincial Road No. 484. There Are Numerous Unevenness And Potholes In The Road Surface. The Gradeline Is Adjusted To The Height Of The Existing Slopes. Along The Entire Length Of The Road, The Cross Slopes Are Partially Profiled. Rainwater Causes Frequent Deformation Of The Surface And Water Ponding. There Is Local, Medium Traffic On The Road. The Subsoil Contains Soils From The G3 Group - With Low Surface Content, I.E. Compact Clays, Sandy And Silty Clays, Compact Clays, Sandy And Silty Clays. Underground Utilities: - Water Supply - Power Grid With Connections And Lighting Poles. Traffic Structure: Passenger Cars And Delivery Vans , Agricultural Equipment Vehicles And Occasionally Trucks.A. Technical And Design Data For The Road Reconstruction: 1. Road Length - 826.66 M2. Road Surface Width: - 3.50 ÷ 4.00 M + Passing Areahm 0 +00 ÷ 1 + 42.19 And Hm 1 + 59.14 ÷ 3 + 73.78 - 4.0 Mhm 3 + 73.78 ÷ 8 + 26.66 - 3.50 Mhorizontal Arc: Hm 1 + 42.19 ÷ 1 + 59.14 - 5.00 Mmijanka With Dimensions 25.0 M Long + 10 M Long Slopes. Sides: 0.50 Cm Wide Along The Entire Length Of The Route.3. Road Class D – Access4. Design Speed - 30 Km/H5. Traffic Load - Kr16. Cross Road Slope: Roof And One-Sided - 2%7. Road Surface: Asphalt Concrete On A Dolomite Crushed Stone Base.B. The Route Of The Designed Road Coincides With The Existing Route And Is Within The Legal Limits Of The Road.C. The Road Grade Was Adjusted To The Existing Slopes And To The Height (Ordinate) Of The Exits. Area Summary: Road Area - 3154.00 M2 Roadside Area - 834.00 M2 Surface Construction Sectionsfor The Access Road, Assuming Light Traffic Load /Kr1/ And Maintaining The Frost-Resistant Surface Requirement - It Was Adopted The Following Construction Layers Of The Surface: Existing Subgrade, Soil Group - G3. Subgrade Layers: A/ Sand Topping, Thickness: 10 Cm/ Stabilization Layer Made Of Cement And Sand Mixture. Rm= 2.0 Mpa Thickness. 15 Cm, C/ Lower Foundation Layer Made Of Dolomite Crushed Stone. About Fri. 0/63 Mm Thick 15 Cm, D/ Upper Layer Of Foundation Made Of Dolomite. About Fri. 0/31.50 Mm Thick. 5 Cm, C/ Binding Layer - Asphalt Concrete Ac11w - Thickness. 3 Cm,D/ Wearing Layer - Ac8s Asphalt Concrete - Thickness. 3 Cm. Sides: Dolomite Aggregate With A Diameter Of 0/31.5 Mm Thick 15 Cm. Drainage This Will Take Place Via Transverse And Longitudinal Slopes Of The Road, With Water Being Directed To The Road Plots. Earthworks They Will Consist In The Construction Of A Riverbed Along With Profiling And Compaction For The Construction Layers Of The Surface. Remove The Excess Soil To The Place Indicated By The Inve