Tenders Are Invited For Construction Of A Sidewalk In The Town Of Błota Dp 1169 O - Stage Viii in Poland

Work Detail

The Subject Of The Order Is The Construction Of A Sidewalk In The Town Of Błota, Section From Km 0+555 To Km 0+728 With An Average Width Of 1.50 M, Made Of Gray Concrete Cubes, Thickness. 6.0 Cm With Slopes Made Of Red Concrete Cubes, Thickness. 8.0 Cm. Existing Conditionthe District Road No. 1169 O In The Town Of Błota Is A Single-Lane, Two-Way Road Of Class Z With A Lane Width Of 2.85 M. It Has A Bitumen Surface On Which The Traffic Of Passenger Vehicles, Trucks And Agricultural Residents Of The Town Takes Place. There Are No Sidewalks On The Road Section In Question, Only Earthen Shoulders On Which Pedestrian Traffic Takes Place. Design Statusthe Sidewalk Construction Project Covers The Section From Km 0+555 To Km 0+728, Separated From The Road By A Green Belt And A Roadside Ditch. The Width Of The Sidewalk On The Designed Section Is 1.50 M. The Section In Question Also Includes The Construction Of Surfaces On The Entrances To The Property, Cleaning Of Culverts Under The Entrances And The Removal Of Silt From Existing Ditches. The Planned Scope Of Works Is Within The Boundaries Of The Existing Road And Does Not Interfere With Neighboring Plots. The Scope Of Works Includes: - Execution Of Earthworks For The Structure Of The Sidewalk And Exits, - Desilting Of Ditches, - Cleaning Of Culverts Under The Exits, - Installation Of Ingress Curbs On The Exits And Concrete Edges On Concrete Benches Along The Sidewalk, - Execution Of Structural Layers For The Foundation Of The Sidewalk Surface And Exits, - Construction Of A Surface Made Of 6 Cm Thick Gray Concrete Cubes On The Sidewalk And 8 Cm Thick Red On The Exits - Replacement Of The Ø600 Culvert Under The Road Along With The Construction Of Retaining Walls, - Replacement Of The Hydrant. Surface Structure Designed Sidewalk Structure: - 10.0 Cm - Drainage Layer Of Natural Sand, - 10.0 Cm - Crushed Stone Base 0-31.5, - 3.0 Cm - Crushed Stone Bedding Stone, -6.0 Cm - Surface Made Of Gray Concrete Cubes, Thickness. 6.0 Cm Designed Structure Of Slopes: -10.0 Cm - Drainage Layer Made Of Natural Sand, -15.0 Cm - Lower Layer Of The Foundation Made Of Crushed Stone 0-63, -10.0 Cm - Upper Layer Of The Foundation Made Of Crushed Stone 0-31.5, -3.0 Cm - Bedding Made Of Crushed Stone, -8.0 Cm - Surface Made Of Red Concrete Cubes 8.0 Cmthe Project Assumes Surface Drainage Of Rainwater To Existing Roadside Ditches. As Part Of The Execution Of The Order, The Contractor Is Also Obliged To: 1) Start Construction Works That Are The Subject Of The Contract Within 7 Days From The Date Of Handing Over The Construction Site, 2) Develop A Health And Safety Plan (Bioz), 3) Develop A Quality Assurance Plan (Pzj), 4) Provide Full Geodetic Services (Geodetic Supervision) During The Implementation Of The Works And Perform Geodetic Measurements As-Built, Together With The Development Of A Sketch, As-Built Map And Submission Of The Required Number Of Copies, As Well As Notification To The Geodetic And Cartographic Resource, 5) Deve

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