Tenders Are Invited For Reconstruction Of The Municipal Road (Plot No. 312) In Mileszyn

1. The Subject Of The Order Is The Implementation Of The Task Titled: Reconstruction Of The Municipal Road (Plot No. 312) In The Town Of Mileszyn.2.The Detailed Scope And Method Of Performing The Works Are Specified In The Bill Of Quantities - Annex No. 8 To The Swz And The Technical Specification For The Execution And Acceptance Of Construction Works (Stwiorb) - Annex No. 9 To The Swz.3.The Task Includes The Reconstruction Of A 3.50 M Wide Municipal Road With A Bituminous Surface Along With The Reconstruction (Or Renovation) Of Earth Embankments And Stone And Dirt Roadsides With A Variable Width From 0.50 To 1.20 M (Total, On Both Sides). The Road Covered By The Subject Of The Order Serves As Road Transport (Passenger, Agricultural, Bicycle) And Pedestrian Transport To Arable Land, Forest Areas And Farm Buildings, And Connects To The Existing Municipal Road (District No. 304). The Scope Of The Investment Is Located On Plot No. 312, Owned By The Pęcław Commune.4. Road Surface Structure With Entrances: A.Wearing Layer Made Of Sma 0/11 Grit Grit Mastic. 4 Cm (Interlayer Connection - Cationic Asphalt Emulsion C60 Bp 3 Zm In The Amount Of 0.3 Kg/M² Of The Remaining Asphalt); B.Binding Layer Of Ac16w Asphalt Concrete, Thickness 5 Cm (Interlayer Connection - Cationic Asphalt Emulsion C60 Bp 3 Zm In The Amount Of 0.5 Kg/M² Of The Remaining Asphalt); C.Substructure Made Of Unsorted Crushed Aggregate 0/31.5 Mm, Mechanically Stabilized, Thickness. 20 Cm;D.Stabilization Of The Substrate Made Of Concrete Mix Class Rm = 5.0 Mpa (Delivered) Thickness. 15 Cm; E.Drainage Layer Made Of Sand, Thick 20 Cm; F.Stabilizing Geotextile (E.G. Type Terralys-Lf-46/46); G.Existing Soil (Native Subsoil).5.Construction Of Hardened Roadsides (Variable Width): A. Both Sides Of The Roadside Are Reinforced With A Layer Of Sand. 10 Cm And Crushed Stone 0/31.5 Mm, Mechanically Stabilized, Thickness. 15 Cm With A Wedge Layer Of Granite Grit 0/5 Mm Thick. 0.5 Cm With A Variable Width From 0.50 To 0.75 M6. Scope Of Works - Demolition And Earthworks: A.Demolition Of The Existing Soil And Stone Surface; B.Earthworks (Drawing And Reconstruction Of Earth Embankments).7.Construction Of The Structure Of The Renovated Road: A.Wearing Layer Sma 0/11; B.Binding Layer Ac16w; C.Stone Foundation 0/31.5 Mm; D.Concrete Stabilization Rm = 5.0 Mpa;E.Sand Drainage Layer; F.Stabilizing Geotextile.