Tenders Are Invited For Construction Of A Section Of Democracy Street In Dębno Along With Its Drainage.

The Subject Of The Proceedings Is: A) Road Length In Axes - Approx. 286 M, From Km 0+510.00 To Km 0+795.16, Width 5.00 M With An Extension To 6.00 M (On The Section From Km 0+616 To The Intersection With Ul. Leśna, For A Length Of Approx. 170 M, An On-Ramp Curb Should Be Built On The Forest Side And The Roadside Should Be Hardened To The Border Of The Plot Using The Road Structure), One-Sided Sidewalk 2.00 M Wide And Approx. 85.00 M Long, Entrances To The Property - 6 Pcs. With An Area Of Total Area Approx. 80 M2. Entrances And Sidewalks − Mechanically Stabilized Natural Aggregate, 15 Cm Thick (Sidewalks), 25 Cm (Exits), Intersection With The Existing Dirt Road Ul. Democracy At Km 0+575.00 Should Be Made Of Pol Paving Stones Until The End Of The Arch (Approx. 11.00 M Long). Additionally, At Km 0+510.00 And At The Intersection With Ul. On Leśna Street, The Edges Of The Asphalt Mass Should Be Protected Against Breaking Off By Building A Curb Embedded In A Concrete Footing With Resistance And Laying Concrete Road Slabs On The Width Of The Road And A Length Of Approx. 6-8 M. Road Surface - Asphalt Concrete, Sidewalk Surface - Polbruk Paving Stones, Gray Color, Entrances To The Property - Red Polbruk Paving Stones - Thick. 8 Cm. B) Rainwater Sewage System - Approx. 448.5 M, Including: - Storm Sewage System Made Of Grp Pipes Dn500 - 207.30 M, From Wells D-U17 To D-U13 (Ist.) And From D-U17 To D-D9, - Storm Sewage System Made Of Pvc Pipes Dn400 - 241.20 M, From D-U17 To D-D6, - Sewers Made Of Pvc Pipes Dn200 - 73.00 M, For Inlets From W-D44 To W-D58, - Street Inlets With Settling Wells - 15 Pieces From W-D44 To W-D58, - After Building The Rainwater Network, The Surface Of Dirt Roads, After Compacting The Excavations To Min. Is = 95, Should Be Hardened With Aggregate Or Concrete Rubble With A Fraction Of 0-32 Mm On The Width Of The Earthworks Being Carried Out (Approx. 3.0 M), Layer Thickness After Compaction 15 Cm. C) Water Supply Network - Approx. 260 M, Including: - Pe Pipes Dn 125 - 250 M, From W-12.14 To W-8.16, - Pe Pipes Dn 90 - 10 M, From W-8.15.3 To W-8.15.3.1, - Above-Ground Hydrant Hp-80 - 1 Set In Point W-8.15.3.1.