Tenders Are Invited For Modernization Of The Access Road To Agricultural Land in Poland

Work Detail

1. Name Given By The Ordering Party: Modernization Of The Access Road To Agricultural Land.2. The Subject Of The Order Is The Reconstruction Of The Access Road To Agricultural Land In Golesze Małe. Execution Of The Works: A. Before Starting Earthworks In The Area Intended For Road Widening, The Existing Surfaces Should Be Dismantled And The Area Cleaned. Before Starting The Construction Of The Road Widening Surface, Perform Ground Leveling And Then Adjust The Road And Shoulder Grade To The Terrain Grade. Material And Soil Extracted From Excavations Should Be Removed From The Construction Site And Disposed Of. The Place Of Removal Of Demolition Material And Soil Is Determined By The Contractor. The Costs Related To The Removal, Storage And Disposal Of Demolition Material And Soil Are Borne By The Contractor. Before Building Road And Shoulder Widening Structures, The Degree Of Compaction Of The Native Soil Should Be Checked. If The Value Of The Compaction Degree Is Less Than 1.00, Compact The Substrate So That The Above Condition Is Met. In Case Of Doubtful Places Or Difficulties In Compacting The Substrate, The Substrate Should Be Strengthened Or Replaced. The Method And Scope Of Soil Strengthening Must Be Agreed By The Contractor With The Designer And The Investor. B. Before Performing Double Surface Consolidation Of The Road Surface And Widenings, The Surface Should Be Cleaned And Sprinkled With C60b3zm Cationic Bituminous Emulsion According To Pn-En 13808:2013-10.B. C. Double Surface Consolidation With Asphalt Emulsion And Basalt Grit, D. As Part Of The Investment, Two-Sided Shoulders With A Width Of 0.5 M Are Designed. The Shoulder Should Be Made With A One-Sided Inclination Of 8% Towards The Road. The Roadside Is Designed With A Surface Of Crushed Aggregate (Dolomite) 0/63 Mm With A Layer Thickness Of 20 Cm And A Thickness Of 8 Cm Of Crushed Aggregate (Dolomite) 31.5/63 Mm. Roadside Structure: • Layer Of Crushed Aggregate (Dolomite) 0/31.5 Mm 8 Cm • Layer Of Crushed Aggregate (Dolomite) 0/63 Mm 20 Cm• Native Soil3. The Contractor Of The Works Is Obliged To Properly Mark The Works During Their Execution And Is Responsible For The Safety Of Road Users During The Works.4. The Detailed Scope Of Works Is Specified In The Annexes To This Swz (Design Documentation - Annex No. 8 To The Swz) And The Draft Contract; (Annex No. 6 To Swz)

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