Tenders Are Invited For Reconstruction Of The Road From Yomb Kępa Świeszyńska-Bagno Panels

The Subject Of The Order Is Reconstruction Of The Road From Yomb Kępa Świeszyńska-Bagno Panels. The Reconstruction Of The Municipal Road Includes The Following Scope Of Works: - Excavation For A New Road Surface Structure; - Stabilization Of The Subsoil With A Mixture Of C3/4 Cement Aggregates; - Construction Of Designed Surface Structures; - Construction And Reconstruction Of Exits; - Construction Of Roadsides And Tidying Up The Adjacent Area Within The Road; - Construction Of Road Lighting. The Investment Will Be Implemented On Plots No. 730/2 Rev. Świeszyno, Świeszyno Commune, Koszalin Poviat, Voivodeship West Pomeranian Voivodeship. A Detailed Description Of The Subject Of The Order, Including A Detailed Scope Of Works/Works To Be Performed, Is Included In The Design Documentation (Stwiorb; Bills Of Quantities; Technical Designs). This Documentation Constitutes An Appendix To This Specification. (Annex No. 1 To The Swz). Note: The Design Of The Road Surface And Exits Is Changing: The Following Construction Of The Road Surface And Exits Made Of Openwork Iomb Slabs Was Adopted: 12 Cm - Surface Layer Of Openwork Concrete Slabs Of The Iomb Type, Dimensions 12X75x100cm, Filled With Washed Gravel 8/16Mm5 Cm - Cement-Sand Ballast 1:4 (R28=14Mpa)15 Cm - Foundation Made Of An Unbound C90/3 Mixture Mechanically Stabilized 0/31.5 Mm, Secondary Deformation Modulus E2≥130Mpa, Compaction Index Is≥1.015 Cm - Stabilization Of The Subgrade With A Mixture Of Aggregates Stabilized With C3/4 Cement Not More Than 6.0Mpa, Secondary Deformation Modulus E2≥80Mpa Total Thickness Of The Structure: 47 Cm The Following Construction Of The Exit Surface Was Made Of Vibro-Pressed Concrete Cubes: 8 Cm - Surface Layer Of Vibro-Pressed Concrete Cubes (Gray Color) 5 Cm - Cement-Sand Ballast 1:4 (R28 = 14 Mpa) 15 Cm - Sub-Base Of Unbound C90/3 Mechanically Stabilized Mixture 0/31.5 Mm, Secondary Deformation Modulus E2≥130Mpa, Index, Compaction Is≥1.015 Cm - Stabilization Of The Subgrade With A Mixture Of Aggregates Stabilized With C3/4 Cement Not More Than 6.0Mpa, Secondary Deformation Modulus E2≥80Mpatotal Structure Thickness: 43 Cmthe Following Structure Was Adopted To Harden The Strip Between Boards: 17 Cm – Surface Layer Made Of Unbound Mixture C90/3 Stab. Mechanically 0/31.5 Mm15 Cm - Foundation Made Of Unbound Mixture C90/3 Mechanically Stabilized 0/31.5 Mm, Secondary Deformation Modulus E2≥130Mpa, Compaction Index Is≥1.015 Cm - Stabilization Of The Subgrade With A Mixture Of Aggregates Stabilized With C3/4 Cement Not More Than 6.0Mpa, Secondary Deformation Modulus E2≥80Mpa Total Construction Thickness: 57 Cm Note: The Ordering Party Completes The Lighting Parameters - The Led Fixture Must Guarantee The Possibility Of Remote Control Without Additional Modification Of The Fixture And At The Same Time Have The Following Certificates: Enec, Enec+ And Zd4i. - The Fixture Must Be Equipped With A Zhaga Socket. Other Detailed Requirements Are Included In Point 3, Section. I Swz.