Tenders Are Invited For Construction Of A Bicycle Path On The Szlichtyngowa Section - Voivodeship Border - S ... in Poland

Work Detail

1. The Scope Of The Planned Construction Works Includes: - Construction Of A 1,460.23 M Section Of The Bicycle Path Located On Plots No.: 348/23, 348/9, 348/24, 404, Szlichtyngowa District, - Installation Of Road Traffic Safety Elements - Including: U-11A Type Barriers Along The Sections Of The Path Running In The Embankment, - Reprofiling Of The Slope With The Necessary Cutting Down Of Trees And Bushes. 2. Parameters Of The Bicycle Path: - Road Width: 2.50/2.00 M. Cycle Path Surface: - Ac8s Asphalt Concrete Wearing Course, Thickness: 4 Cm, - Basic Foundation Made Of Crushed Aggregate With Continuous Grain Size 0/31.5 M (C90/3), Mechanically Stabilized, Thickness. 15 Cm, - Layer Of Sand Stabilized With C1.5/2 Mpa Cement, Thickness. 10Cm. Green Area - After Reprofiling Of Slopes: - Topsoil And Grass Sowing. 10 Cm. Aggregate Base: - Mechanically Stabilized Crushed Stone Aggregate (Mixture With Continuous Grain Size 0/31.5) Thickness. 15 Cm. The Existing Gravel Remaining From The Railway Surface Will Be Demolished Along The Entire Length Of The Constructed Path. The Existing Gravel Is Mixed With Organic Soil, Locally Overgrown With Plant Roots And Is Not Suitable For Placing A Bicycle Path Structure Directly On It. The Layer To Be Demolished Is On Average 15 Cm Thick. Local Railway Sleepers Should Also Be Removed.3.As Part Of The Investment, It Is Planned To Mark Bicycle Routes In Accordance With The Permanent Traffic Organization Project. 4. Moreover, As Part Of The Second Stage Of Construction Of The Bicycle Path, It Is Planned To Build A Ramp/Slope For Bicycles, Enabling Exit From The Bicycle Path Located In The Gorge At Km. 2+920.00 On Plot No. 400/1, Dryżyna District. 5. As Part Of The Task, A Bicycle Service Area Will Be Constructed: - Concrete Cubes, Thickness: 8 Cm, - Bedding Made Of Stone Dust, Thickness. 4 Cm, - Basic Foundation Made Of Crushed Aggregate 0/31.5 Mm Thick. 15 Cm, - Layer Of Sand Stabilized With C1.5/2 Mpa Cement, Thickness. 10 Cm. 6. It Is Planned To Drain Snowmelt And Rainwater Surface-Wise, I.E. By Providing Transverse And Longitudinal Surfaces, Directing Rainwater And Snowmelt Water To Green Belts And To Existing Ditches Left Along The Railway Route.

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