Tenders Are Invited For Construction Of A Road With A Storm Sewage System At Ul. Złota In Ryki From Km 0+000 To Km 0+318 And From Km 0+005 To Km 0+122

4.1. The Subject Of The Order Are Construction Works Under The Task Titled: Construction Of A Road With A Storm Sewage System At Ul. Złota In Ryki From Km 0+000 To Km 0+318 And From Km 0+005 To Km 0+122 Including The Construction Of A Road With A Storm Sewage System At Ul. Złota In Ryki. 4.2. The Task Includes Construction Works Consisting Of: 1) Construction Of A New Surface: • Road Width 5.5 M On The Section From Ul. Słowackiego To Plot No. 4577/7 And 5.0 M On The Section As A Connector To The Street 15 Pp Wików Ak, • Road Class D, • Structure Of The Designed Road: - Asphalt Concrete Ac 11 S 50/70, - Asphalt Concrete Ac 16 W 35/50, - Mechanically Stabilized Crushed Aggregate 0-31.5 Cbr≥80% C50/30, - Mixture Bound With C1.5/2 Hydraulic Binder, - Non-Seeded Soil With Cbr>20%,2) Construction Of The Roadside:• Roadside 0.75 M Wide• Roadside Construction: - Layer Of Crushed Aggregate 0/31.5 Mm;3) Construction Of Exits:• 4.5 M Wide Exits To The Property,• Construction Of The Designed Exit: - Wearing Course Made Of Concrete Cubes, - Cement-Sand Ballast 1:4, - Base Made Of A Mixture Unbound With Aggregate 50/30, 0/31.5, - Layer Of Soil Stabilized With C ¾ Binder; 4) Construction Of The Sidewalk: • One-Sided Sidewalk, 2.0 M Wide, • The Edges Of The Sidewalk Are Limited By Concrete Edges On The Side Of The Fences, And From The Road - With Concrete Curbs, • Construction Of The Designed Sidewalk: - Wearing Course Made Of Concrete Cubes, - Cement-Sand Ballast 1:4, - Base Layer Made Of Crushed Aggregate 0/31.5; 5) Construction Of Devices And Vertical And Horizontal Road Markings: - Equipment For Pedestrian Crossings: Curb Ramps, Textured Marking System, 6) Construction Of A Rainwater Drainage System: - Stormwater Drainage System Included To The Existing Rainwater Canal In Ul. 15 Pp Wilków Ak, - Network Made Of Pvc Pipes Dn 315 Sn 8 Solid, Arranged With A Slope Of 3%, - Inspection Wells On A Network Of Concrete Rings With A Diameter Of 12,000 Mm, Connected With A Gasket, - Street Inlets Set In Concrete Settling Chambers Dn 600, - Sewers Made Of Solid Pvc Pipes Dn 200 Sn8 With A Slope Of 1 To 2%, - The Depth Of The Designed Network Ranges From 3.17 To 1.01 M Below The Designed Surface.7) Felling Of Trees (2 Pcs. - Fruit Tree And Dead/Windfall)