Tenders Are Invited For Renovation Of Municipal Road 250697K At Km 0+265.00 To L+589.00 In The Towns Of Mokrzyska And Szczepanów, Brzesko Commune.

1. The Subject Of The Order Is Construction Work Consisting In The Renovation Of Municipal Road 250697K At Km 0+265.00 To 1+589.00 In The Towns Of Mokrzyska And Szczepanów, Brzesko Commune.2. The Task Will Be Carried Out On Municipal Plots With Registration Number 3291 In The Town Of Mokrzyska And Registration Number 922 In The Town Of Szczepanów, Constituting The Municipal Road No. 250697K Gibałówka. A Basic Map With The Task Area Marked Was Attached To The Design Documentation. Characteristic Parameters Of The Road: - Length 1,324 M; - Variable Width From 3-4.5 M; - Roadside Width 0.3 M On Both Sides. Taking Into Account Accessibility Requirements For Disabled People: The Task Includes Renovation Only. The Facilities Have No Barriers In Terms Of Architectural, Digital Or Information And Communication Accessibility.3. The Scope Of Work Includes In Particular: 1) Preparatory Works: Carrying Out Measuring Works On Road Plots In The Amount Of 1,324 Km; 2) Earthworks: Mechanical Construction Of A River Bed On The Width Of The Road With Transport Of Excavated Material Over A Distance Of Up To 5 Km - 2,431.7 M3; 3) Demolition Works: Demolition Of The Existing Asphalt Surface In The Amount Of 606.5 M2; 4) Profiling Of The Existing Surface: Mechanical Profiling Of The Existing Surface In The Amount Of 4863.4 M2; 5) Construction Of The Substructure: Laying Of Separation And Filtration Geotextile With A Weight Of 200 G/M2 - 4863.4 M2. Construction Of The Lower Foundation Layer Of Crushed Aggregate 0/63 Mm, Layer Thickness After Compaction 30 Cm, E2 = 80Mpa – 4863.4 M2, Then The Upper Foundation Layer Of Crushed Aggregate 0/31.5 Mm, Layer Thickness After Compaction 20 Cm, E2 = 130Mpa – 4863.4 M2; 6) Construction Of A Bituminous Surface: Cleaning And Sprinkling With Asphalt Emulsion Under The Wearing Course In The Amount Of 4069 M2, Making A Binding Layer Of Asphalt Concrete Ac16w 50/70 Gr 4 Cm Mechanically In The Amount Of 4069 M2. Then, Making A Wearing Course Of Ac 11S 50/70 Grit Asphalt Concrete With A Thickness Of 4 Cm - 4069 M2; 7) Hardening Of Existing Roadsides. On An Area Of ​​1059.2 M2, Construction Of A Roadside Made Of Crushed Aggregate 0/31.5 Or 8 Cm Thick Reclaimed Aggregate, Surface Consolidation With Polymer-Modified Asphalt Emulsion And Basalt Grits In Two Fractions 5-8 And 2-5 Mm In An Amount Of 1059.2 M2, After Construction Of The Roadsides, Topsoiling And Sowing With Grass 794.4 M2; 8) Vertical Adjustment Of Water Supply Wells And Gate Valves. Adjusting The Height Of Water And Gas Valves By Concreting (C15/20 Concrete); 9) Installation Of An Information Board On The Implementation Of The Task With The Use Of Funds From The Government Road Development Fund.4. In Addition, The Description Of The Subject Of The Order Is Specified In: 1) Technical Documentation - Annex No. 10 To The Swz, 2) Technical Specifications For The Execution And Acceptance Of Works - Annex To No. 10 Of The Swz, 3) Bills Of Quantities Of Works, Provided That They Are