Tenders Are Invited For Reconstruction Of The Internal Road In Złotniki (Plot No. 115)

1. The Road In Question Is Located In The Town Of Złotniki, Złotniki District, Plot No. 115, In The Koźminek Commune. In Its Current Condition, The Road In Question Has A Roadway Made Of Crushed Aggregate With A Width Of 3.0 To 5.0 M And Shoulders On Both Sides. The Designed Works Will Consist In Replacing The Aggregate Surface With A Bituminous Surface. The Water Will Be Discharged Under The Existing Conditions, I.E. Onto The Dirt Roadsides And The Adjacent Area Within The Road. The Width Of The Road Lane Is Approximately 6 Meters Within The Boundary Lines. Rainwater Is Discharged To The Roadside And Adjacent Area Within The Road. The Existing Road Surface Is Characterized By Numerous Defects And Unevenness In The Transverse And Longitudinal Profile. Location In Relation To The Existing Buildings - Built-Up Areas Through Which The Project Will Run: Złotniki. The Length Of The Road Covered By The Investment Is 670.20 M.1.2 Basic Road Parameters1) Internal Road2) Road Class: - Internal 3) Road: - Single Carriageway 1X2; 1-Road, 2-Way 4) Design Speed: - Vp=30Km/H (Built-Up Area) 5) Cross-Section: - Road - Designed Road Width 3.50 - 5.0M6) Surface: - Bituminous Road7) Shoulders: - Kłsm, Width 0.75M, Slope 8%8) Traffic Load Category - Kr-19) Transverse Road Slopes - 2% (Roof Slope); 10) Variable Longitudinal Slopes 11) Type Of Area - Built-Up Area 12) Subgrade Load-Bearing Group On The Widening - G - 2, 12) Frost Depth - 0.80 M, 13) Secondary Modulus Of Elasticity 100 Mpa, Compaction Index Is = 1.00.1.3 Road Structure 1) Stabilization Layer Rm 2.5 Mpa, Thickness 15 Cm2) Layer Of Mechanically Stabilized Crushed Aggregate, Thickness 20Cm, 3) Binding Layer Ac16w, Thickness 5Cm. 4) Wearing Layer Ac11s 50/70 Gr. 4Cm, According To Pn-En 13108-1, Asf. 50/70 According To Pn-En 12591. Required Properties Of Aggregates And Filler According To Wt-1 Table. 12-14. Graining Of Aggregates And Filler According To Wt-2 Table. 17. Properties Of Concrete. Asf. According To Wt-2 Table 19, Asphalt Surfaces On National Roads, Mineral-Asphalt Mixtures, Technical Requirements. Before Laying The Bituminous Layers, All Layers Should Be Sprinkled With Asphalt Emulsion In The Amounts Specified Below: 5) 0.5 - 0.7 Kg/M2 - For A Base Made Of Mechanically Stabilized Aggregate, 6) 0.1 - 0.5 Kg/M2 - For A Binding Layer Of Asphalt Concrete. A Detailed Description Of The Subject Of The Order Is Included In The Design Documentation, Construction Design, Technical Design, Bill Of Quantities. Works. Note: The Bill Of Quantities Attached To The Swz Should Be Treated As An Additional (Auxiliary) Element And Not Used To Describe The Subject Of The Order And Calculate The Offer Price. All Proper Names Of Materials And Devices Used In The Swz And The Attached Documentation Are Provided As Examples And Specify Only The Minimum Expected Quality Parameters And The Required Standard. If Trademarks, Patents And The Origin Of Devices And Materials Are Indicated In The Description Of The Subject Of