Tenders Are Invited For Reconstruction Of District Road No. 1371D Skarszyn - Boleścin (Stage I - Section 1, 1.220 Km Long).

1. The Subject Of The Order Is The Performance Of Construction Works For The Task Titled: Reconstruction Of District Road No. 1371 D Skarszyn - Boleścin (Stage I - Section 1, 1,220 Km Long).2. Road Class - Z.3. The Investment Is Being Implemented On Plots: Part Of Road Plot No. 157 And 158 Am-1, Skarszyn District, And No. 70 Am-1, Boleścin District.4. Existing Networks And Connections Inventoried In The Road: - Power Cables - Telecommunications Cables - Water Supply - Sanitary Sewage System - Overhead Power And Telecommunications Lines5. Scope Of Investment: 1) Reconstruction Of District Road No. 1371D On The Section From The Intersection With District Road No. 1341 D In Skarszyn To The Height Of The School In Boleścin: - Section Length Approx. 1.22 Km - Reconstruction Of The Route Of High Points - Necessary Demolition Works - Relocation Of Bus Shelters - Milling Of The Existing Asphalt Surface To A Depth Of Approx. 7 Cm - Removal Of Reclaimed Asphalt - Reconstruction Of Roadside Ditches With Reinforcement With Openwork Slabs - Reconstruction Of Culverts Under The Road Of The District Road - Construction Of Road Drainage Devices - Arrangement Of Sewage Channels With Water Drainage Via Pvc-U Sewers - Arrangement Of Cut Concrete Curbs 15X30x100 Cm - Arrangement Of Inrun Concrete Curbs 15X22x100 Cm - Arrangement Of Concrete Edges 8X30x100 Cm - Construction Of Local Short Sections Of Sidewalks - Construction Of Surfaces For Bus Shelters - Laying Of Sewage From Paving Stones At The End Of Exits With Resistance From The Concrete Edge - Reconstruction Of The Road Of The District Road - Reconstruction Of Existing Regular Exits - Reconstruction Of Existing Intersections - Installation Of U-11 Steel Balustrades And At The Sidewalks - Construction Of Roadsides In Two Layers Of Crushed Aggregate - Leveling Of Roadsides Ground Behind Aggregate Roadsides With A Width Of At Least 0.5 M - Construction Of Island Thresholds And Raised Pedestrian Crossings - Introduction Of Approved Permanent Traffic Organization - Tidying Up The Road Lane After Completed Works - As-Built Inventory Structure Of Road No. 1371 D: - Wearing Course Of Asphalt Concrete Ac11s 50/70 Gr. 4 Cm - Sprinkling With C60 Bp3 Zm Asphalt Emulsion In The Amount Of 0.3 Kg/M2 - Binding Layer Of Asphalt Concrete Ac16w 50/70 Gr. 5 Cm - Foundation Layer Of Crushed Aggregate C90/3 0.63, Mechanically Compacted E2>=130Mpa, Is>=1.0, Thickness. 20 Cm - Frost Protection Layer Made Of A Mixture Bound With Cement/Road Binder C1.5/2<=4.0Mpa, Thickness. 20 Cm, E2>=100Mpa Delivered From The Plant - Milling And Demolition Of The Existing Surface, Troughing, Native Subsoil Compacted To Min. E2/E1<=2.2 (E2>=25Mpa) Roadside Structure: - Layer Of Mechanically Compacted Cnr0.31.5 Crushed Aggregate Up To E2>=130Mpa, Is>= 1.0, Thickness 10 Cm - Layer Of Crushed Aggregate Cnr0.63 Mechanically Compacted To E2>= 100Mpa, Is>= 1.0, Thickness. 15 Cm - Frost Protection Layer Made Of A Mixture Bound With Cement/Road Binder C1.5/2<