I. The Subject Of The Order Is The Performance Of Construction Works Consisting In The Reconstruction Of A Municipal Road - Ogrodowa Street And An Internal Road In The Town Of Żelechów. The Order Covers Road Sections Located In The Town Of Żelechów, Garwoliński Poviat, On Plots With Registration Numbers: 2729/2, 2729/1, 1535/4, 1462/1, 1455/3, 1455/13. Scope Businesslike Includes:• A Section Of Ogrodowa Street From Km 0+000 To Km 0+246,• A Section Of An Internal Road From Km 0+000 To Km 0+169 And From Km 0+000 To Km 0+057,• Construction Of A One-Sided (Left-Sided) Sidewalk On The Bc Section From Km 0+067 To Km 0+096,• Construction Of A Left-Side Parking Bay On The Bc Section From Km 0+096 To Km 0+146,• Construction Of A Right-Hand Parking Bay On Section Ab From Km 0+010 To Km 0+042, • Replacement Of Road Elements - Curbs, Stops, Concrete Edges, • Reconstruction Of Horizontal And Vertical Markings, • Preparatory, Earthwork, Cleaning And Accompanying Works. Road Works - Asphalt Surfacesa) Section Ab (Km 0+000 ÷ 0+067)• Wearing Course Made Of Ac11s Asphalt Concrete, Thickness 3 Cm,• Ac16w Leveling Layer (75 Kg/M², Approx. 3 Cm),• Anti-Cracking Layer - 50/50 Glass Fiber Mesh,• Existing Asphalt Surface Left As A Base.B) Sections Bc (Km 0+067 ÷ 0+183), Cd (Km 0+183 ÷ 0+246) And Fg (Km 0+000 ÷ 0+057)• Wearing Course Made Of Ac11s Asphalt Concrete, Thickness. 4 Cm,• Subbase - Existing Asphalt Surface After Cleaning And Sprinkling With Asphalt Emulsion.C) Section De (Km 0+000 ÷ 0+169)• Ac11s Wearing Course Thickness. 3 Cm, • Ac16w Leveling Layer (75 Kg/M²), • Crushed Aggregate Foundation 0/31.5 Mm Thick. 5 Cm, • Existing Crushed Stone Foundation, Thickness. Approx. 20 Cm.Surfaces Of Sidewalks And Parking Bays. Sidewalk (Left-Hand Side): • Concrete Paving Stones, Behaton Or Holland Type, Thickness. 8 Cm, Gray Color, • Cement-Sand Ballast 1:4 Gr. 4 Cm, • Concrete Foundation Made Of C8/10 Concrete. 10 Cm, • Sand Drainage Layer, Thickness: 10 Cm. Left-Hand Parking Bay (Bc Km 0+096 ÷ 0+146): • Concrete Paving Stones, Behaton/Holland Type, Thickness. 8 Cm, Graphite Color, • Cement-Sand Backfill 1:4 Gr. 4 Cm, • Concrete Foundation C8/10 Thick. 20 Cm, • Sand Drainage Layer, Thickness: 10 Cm. Right-Hand Parking Bay (Ab Km 0+010 ÷ 0+042):• Wearing Course Ac11s Thickness. 3 Cm, • Ac16w Leveling Layer, Thickness. 3 Cm, • Existing Asphalt Surface As A Substructure. A Detailed Description Of The Subject Of The Order Is Included In Annex No. 8 To The Swz, I.E. Technical Documentation, Specifications Of The Terms Of The Contract Along With Any Changes Made At The Stage Of The Public Procurement Procedure.
