Tenders Are Invited For Reconstruction Of Municipal Road No. 191235C Sokołowo-Skartanowo And The Internal Ro ... in Poland

Work Detail

1. The Subject Of The Order Is Reconstruction Of The Municipal Road No. 191235C Sokołowo- Skarbanowo And The Internal Road In The Town Of Skarbanowo. The Scope Of Work Includes: - Execution Of Earthworks, - Construction Of A Drainage Layer, - Execution Of C3/4 Stabilization, - Construction Of The Subgrade With Kłsm 0/31.5, - Execution Of Bituminous Surface Ac 11S Thickness. 3Cm, - Execution Of Ac 11W Bituminous Surface, Thickness. 3 Cm, - Construction Of Roadsides With Kłsm 0/31.5. Basic Technical Parameters: Municipal Road 191235C Sokołowo-Skarbanowo: - Road Class: D, Municipal, - Traffic Category Kr1, - Lane Width: 3.5 M, - Cross-Section Type: Single Carriageway (1X2), - Cross-Section Of The Road: Roof-Shaped 2%, - Cross-Section Of The Roadside: 6%, - Descents: Slope Of Descents Changes. Up To 5%, - Length Of The Designed Section: 645 Meters. Internal Road In Skarbanowo: - Road Class: D, Municipal, - Traffic Category Kr1, - Lane Width: 3.5 M, - Cross-Section Type: Single Carriageway (1X2), - Cross-Section Of The Road: Roof-Shaped 2%, - Cross-Section Of The Shoulder: 6%, - Exits: Slope Of Exits Changes. Up To 5%, - Length Of The Designed Section: 708 M. Total Length Of The Section 1353 M, Road Width 3.5 M, Shoulders With Kłsm 2X0.50 M. Cross Roof Slope Of 2.00% Directed Towards Existing Fields. The Slope Of The Roadside Is 6.00% Towards The Outside. The Entrances To The Property (Bituminous) Have Been Designed With A Width Adapted To The Existing Width. The Entrances To The Fields Are Designed As Bituminous Along The Width Of The Roadside. The Exits Were Designed In Place Of The Existing Exits. The Project Includes: In Km 0+000 - 0+645 And 0+000 - 0+708, It Is Planned To Re-Grain And Create A New Layer Of Sub-Base Made Of Mechanically Stabilized Crushed Aggregate, And To Make Bituminous Layers With Prior Cleaning And Sprinkling Between The Layers. In The Indicated Local Section, Where The Designed Surface Is Located Outside The Existing Trace Of The Municipal Road, First Of All, A Riverbed And A Drainage Layer Of Sand Should Be Made. 15Cm And C3/4 Thick Stabilization. 10 Cm. The Municipal Road Was Designed As Straight Sections With Horizontal Curves With A Radius Of 50 M To 150 M. The Road Has Been Maximally Adapted To The Existing Track And The Existing Road. The Road Grade Is To Remain Unchanged Compared To The Existing Condition, So The Surface Should Be Adapted To The Existing Slopes. Road Structure In The Existing Track: Wearing Layer Ac11s 50/70 3 Cm Sprinkling Asphalt Emulsion C 60 B3 Zm - Binding Layer Ac16w 50/70 3 Cm Sprinkling Asphalt Emulsion C 60 B3 Zm - Basic Base Kłsm 0/31.5 (Hard Aggregate) 25 Cm Existing Surface - - Total 31 Cm Road Structure In The Place Of Widening: Wearing Layer Ac11s 50/70 3 Cm Sprinkling Asphalt Emulsion C 60 B3 Zm - Binding Layer Ac16w 50/70 3 Cm Sprinkling Asphalt Emulsion C 60 B3 Zm - Basic Base Kłsm 0/31.5 (Hard Aggregate) 25 Cm Soil Stabilization With C3/4 Cement 10 Cm Drainage Layer Medium Sand 15 Cm

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