Tenders Are Invited For Renovation Of Road No. 112575D In Chmieleń From Property No. 110 To No 124 And Renov ... in Poland

Work Detail

Renovation Of Road No. 112575D In Chmieleń From Property No. 110 To No. 124. 1. The Section Of Municipal Road No. 112575D Intended For Reconstruction Is Located On Road Plots No. 337, 360/4, 1105, 1114/2, 204, Precinct 0005 In The Town Of Chmieleń In The Lubomierz Commune In The Poviat Lwówek. The Road Has Improved Surfaces Made Of Asphalt Concrete And Mechanically Stabilized Crushed Aggregate, Running From The District Road No. 2538D Between Chmieleń - Młyńsko - Proszówka To The Ford On Długi Potok Leading To The Municipal Road No. 112573D In Chmieleń. There Are Few Exits And Intersections With Internal Roads Along The Road. The Width Of The Road Varies From 2.50 To 3.50 M. Existing Engineering Structures Include Culverts On Ditches And A Bridge Over Długi Potok. Drainage Of The Road Is Carried Out On The Surface Through Transverse And Longitudinal Slopes Of The Road Into Existing Ditches And The Adjacent Stream. The Road Does Not Have Sidewalks, Hard Shoulders Or Street Lighting. There Is No Public Transport On The Road In Question, But It Is Used By Agricultural Vehicles. There Are Bushes, Trees And Self-Seeded Plants Along The Road. The Road Does Not Have Any Markings Within The Intersection With The District Road, So The Marking Needs To Be Supplemented. Over The Years, Significant Damage To The Road Structure Occurred, Which Resulted In Highly Advanced Deformation Of The Road Surface, Practically Preventing Normal Functioning As A Traffic Route. There Is No Damage Within The Bridge Structure. The Renovation Will Consist In The Construction Of New Asphalt Concrete Surfaces, Restoring The Functionality Of Surface Drainage, Improving The Technical Condition Of Culverts And Supplementing The Markings.2. Parameters Of The Road Under Renovation The Traffic Category Kr2 Was Adopted Length Of The Road Section - 505.00 M Width Of The Road - 2.50 M - 3.30 M; Area Of ​​The Road And Exits - 1396.50 M2 + 221.30 M2 = 1617.80 M2; Longitudinal Slopes - Up To 4%; Transverse Slopes - Up To 2%; Surface - Asphalt Concrete3. The Road Surface Renovation Was Designed To Adapt The Road Route To The Existing Width Of The Road And In Height To The Grade Of The Existing Road And The Adjacent Area. The Road Route Runs Within The Right-Of-Way, Horizontal Curves Have Radii From 12 To 150 Meters. The Width Of The Road Is From 2.50 M To 3.50 M With A One-Sided Transverse Slope, While Hardened Shoulders With A Width Of Approximately 30 Cm Will Have Slopes Of Up To 5%. In Two Sections, It Is Planned To Create A Sewage System From 8/11 Stone Cubes, Approximately 40 Cm Wide, On A Concrete Footing, From Which The Water Will Be Discharged To Ditches And Green Areas. The Plan Is To Reconstruct And Build Culverts Made Of Pe-Hd Pipes With A Diameter Of Dn300 And Dn 400 Mm And A Length Of Approximately 23 Meters, As Well As Cleaning And Profiling Of Ditches And Removal Of Self-Seeded Trees. In Addition To The Surface Works, It Is Planned To Supplement The Ground Roadsides And Suppl

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