Tenders Are Invited For Reconstruction Of Poviat Road No. 3338D On The Section Krajanów - Sokolica, Km 5+925 - 6+672

1. The Name Of The Task Provided By The Ordering Party: Reconstruction Of Poviat Road No. 3338D On The Section Krajanów - Sokolica, Km 5+925 - 6+672 2. The Subject Of This Public Contract Are: Construction Works3. The Scope Of The Subject Of The Contract Includes: • Execution Of Excavations With The Construction Of The Gł. 20 Cm Under The Designed Conventions, Under The Culverts (Export Of The Spoil In Place Obtained By The Contractor); • Dismantling The Stone Wall; • Dismantling The Culvert Under The Road Ø 40 Cm; • Execution Of The Culverts Of The Culvert Under The Road From Reinforced Concrete Pipes Ø 60 Cm Together With The Performance Of Earthworks Related To The Restoration Of The Road Body; Reinforced Concrete Pipes Ø 50 Cm With Earthworks Related To The Reconstruction Of The Road Body; • Placement Of Sewage From Prefabricated Concrete Elements - Sewage Trunks 50X60x20 Cm, On A Concrete Bench 20 Cm • Laying Sewage Made Of Prefabricated Concrete Elements - Deep Sewage Troughs In The Ditch, On Cement -Sand Bedding • Strengthening Of The Slopes With Cobblestones - Analogy - Strengthening Of The Ditch Slopes With Concrete Plates Type Jomb 100X75x12 Cm On Concrete Substrate With Circulating; At Conventions • Alignment Of The Existing Foundation After Milling With Broken Aggregate Thickness 5 Cm In Order To Give Transverse Declines; • Culverts Of The Culverts: Making Front Walls From Broken Stone On Cement Mortar; • Cutting And Completing The Roadside With Broken Aggregate - Average Thickness Of 15 Cm, Over The Width Of 50 Cm Together With Supplementation, Plowing And Appropriate Density; Cleaning Of A Ditch From A Soveard Thickness Of 20 Cm; • Milling Of Cold Asphalt Surfaces, An Average Thickness Of 8 Cm, Leaving The Milling Mill On Site Along With Alignment And Thickening As A Layer Of Foundation • Mechanical Sprinkling Of Structural Layers Asphalt Emulsion; • Asphalt Concrete Surface. Binding And Compensatory Layer, Asphalt Concrete 0-16 Mm Thick 6 Cm - As Above The Road+ Conventions; • Asphalt Concrete Surface. Core Layer, Asphalt Concrete 0-11 Mm Thick 4 Cm. As Above The Road+ Conventions; 4. A Detailed Description Of The Subject Of The Contract Is Specified In: 1) An Auxiliary Cost Estimate - Annex 11 To Swz2) Linear Plan - Model - Annex 12 To Swz5. Detailed Technical Conditions For The Execution Of Works Are Specified In: Detailed Technical Specification (Sst) - Annex 13 To Swz.6. In Each Case Of Use In The Design Documentation References To Standards, European Technical Assessments, Technical Specifications And Technical Reference Systems Referred To In Art. 101 Para. 1 Point 2 And Para. 3 Of The Public Procurement Law Act, The Contractor Should Assume That Such Reference Is Accompanied By Or Equivalent Words. In The Case Of Use In The Project Documentation References To Norms, European Technical Assessments, Technical Specifications And Technical Reference Systems, The Contracting Authority Allows Equivalent Solutions Described. When A

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Global Tender Document	Tender Notice