Tenders Are Invited For Extension Of The Municipal Road 191245C Wólka Komorowska - Chociszewo - Stage Ii in Poland

Work Detail

1. The Subject Of The Order Is The Expansion Of The Municipal Road 191245C Wólka Komorowska - Chociszewo - Stage Ii. The Investment Includes The Construction Of A 3.5 M Wide Bituminous Road With 5 M Wide Passing Areas And 0.75 M Wide Hardened Roadsides. On The Rebuilt Section, An Asphalt Surface Of Ac11s 50/70 Gr. Is Planned. Min. 3 Cm On The Ac11w Binding Layer, Thickness Min. 4 Cm - These Layers Will Be Made On The Existing Bituminous Surface. In Addition To The Bituminous Layers, The Widening Areas Should Also Include A Base Of 20 Cm Of Aggregate (Hard Aggregate) And A Layer Of Soil Stabilized With Cement Rm2.5 Mpa, 15 Cm Thick. The Task Will Also Include The Construction Of Entrances To The Property And Entrances To The Fields Made Of Kłsm 0/31.5 Aggregate, 27 Cm Thick, And A Layer Of Soil Stabilized With Cement Rm 2.5 Mpa Thick. 15 Cm. The Project Assumes The Construction Of A Roadway With A Length Of 1,481.21 M And A Width Of 3.5 M (5.0 M In The Place Of The Designed Passing Areas) With Hardened Roadsides Of Kłsm 0/31.5 Aggregate, 27 Cm Thick, And A Layer Of Soil Stabilized With Rm 2.5 Mpa Cement, 15 Cm Thick. The Roadsides Are Designed To Be 0.75 M2 Wide. Road Parameters - Municipal Road 191245C - Traffic Category Kr1 - Road Width: 3.5 M (5.0 In Passing Places) - Cross-Section Type: Single Carriageway - Cross-Road Inclination: Two-Sided 2% - Cross-Sectional Inclination Of The Shoulder: 8% - Exits: Exit Inclination Variable Up To 5% - Length Of The Designed Section: 1481.21 Mb The Road Has Been Adjusted To The Existing Footprint And The Existing Road. In Places Where The Width Of The Existing Surface Is Insufficient To Construct The Road And Shoulders, The Structure Should Be Widened. The Road Grade Should Be Adapted To The Existing Terrain And The Existing Road Grade As Much As Possible. The Road Axis Will Be Raised On Average By 7 Cm In Relation To The Existing Gradeline.3. Designed Structures• Road Structure In The Existing Trackwearing Layer Ac 11 S 50/70 Min. 3 Cm Sprinkling Sprinkling With Asphalt Emulsion C60 B3 Zm 0.5 Kg/M2 - Binding/Profile Layer Ac 11W 50/70 Min. 4 Cm Sprinkling Sprinkling With Asphalt Emulsion C60 B3 Zm 0.7 Kg/M2 - Total 7 Cm • Road Construction On Widening Wearing Course Ac 11 S 50/70 Min. 3 Cm Sprinkling Sprinkling With Asphalt Emulsion C60 B3 Zm 0.5 Kg/M2 - Binding Layer Ac 11W 50/70 Min. 4 Cm Sprinkling Sprinkling With Asphalt Emulsion C60 B3 Zm 0.7 Kg/M2 - Aggregate Base Layer Base Layer With Kłsm 0/31.5 (Hard Aggregate) Min. 20 Cm Layer Of Cement-Stabilized Soil Layer Of Cement-Stabilized Soil Rm 2.5 Mpa 15 Cm Total 42 Cm• Roadside Structure In The Existing Footprint Upper Layer Of Foundation Base Layer Of Kłsm 0/31.5 (Hard Aggregate) 7 Cm Total 7 Cm• Roadside Structure - Full Structure Upper Layer Of Foundation Foundation Layer Of Kłsm 0/31.5 (Hard Aggregate) 7 Cmbase Layerbase Layer Of Kłsm 0/31.5 (Hard Aggregate) 20 Cmcement-Stabilized Soil Layercement-Stabilized Soil Layer Rm 2.5 Mpa 15 Cmtotal 42 Cm• A

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