Tenders Are Invited For Renovation Of The Dp District Road No. 1108 S - Ul. Żeromskiego In The Town Of Koniecpol, Length 875M.

Renovation Of The Dp District Road No. 1108 S - Ul. Żeromskiego In The Town Of Koniecpol, Length 875M. The Subject Of The Order Is The Renovation Of The Dp District Road No. 1108 S - Ul. Żeromskiego In Koniecpol, Length 875 M, Consisting In The Reconstruction Of The Original Condition Of The Road. The Purpose Of The Facility Is To Carry Local Vehicular Traffic. The Road In Question Is A Linear Structure With A Surface Made Of A Mineral And Bitumen Mixture. The Road Is A Public Facility With Communication Functions. Basic Technical Parameters Of The Investment: Dp1108s Road Width: 6.00 M (2 X 3.00 M): Road Class: Z1/2, Traffic Load Category Kr 3 Cross-Section: Single-Road Two-Way Road Width On The Straight: 6.00 M One-Sided Cross-Slope 2% To 4% Roof Cross-Slope 2% Surface: Ac Scope Of Works To Be Performed: Surface: - Dismantling Of The Bituminous Surface With A Milling Machine - Average Thickness Of 6 Cm With Transport To The Storage Yard At A Distance Of Up To 4 Km To The Odm Storage Yard - 2 In Koniecpol - 4,900.00 M2; - Dismantling Of The Bituminous Surface With A Milling Machine - Average Thickness Of 6 Cm With Transport To The Storage Yard At A Distance Of Up To 4 Km Km To The Odm Storage Yard - 2 In Koniecpol - 600.00 M2;- Mechanical Cleaning Of The Improved Road Surface - 5550.00 M2;- Sprinkling The Improved Road Surface With Asphalt Emulsion - 5550.00 M2;- Vertical Adjustment Of Sewage Grates On Existing Sewage Wells - 34.00 Pcs.;- Surface Made Of Mineral Mixtures - Bituminous Grit /Binding Layer/ Ac 16 W Kr 3-4; Thickness After Compaction 6 Cm – 600.00 M3;- Surface Made Of Mineral And Bituminous Grit Mixtures /Wearing Layer/ Ac 11 S Kr 3-4; Thickness After Compaction 4 Cm + Turnouts - 4950.00 M2; Road Works: - Dismantling And Re-Arranging A Street Stream Near The Curb, 0.20 M Wide, Made Of Concrete Paving Stones. 8 Cm On A Concrete Bench (10% New Cubes) - 312.00 M;- Dismantling And Re-Laying Concrete Curbs With Dimensions Of 100 X 30 X 20 On A Concrete Bench (10% New Curb) - 262.00 M;- Vertical Adjustment Of Sanitary Sewage Manholes On Spacer Rings - 26.00 Pcs.;- Vertical Adjustment Of Rainwater Sewage Manholes On Spacer Rings (Existing Manholes) - 17.00 Pcs.; - Vertical Adjustment Of Rainwater Sewage Manholes On Spacer Rings (New Cast Iron Manholes, Heavy Type D 400 - 40 T) - 12.00 Pcs.; Intersections With Existing Underground Utilities. Earthworks And Assembly Works In Places Of Intersections And Approaches With Existing Utilities. Must Be Carried Out Manually, In Accordance With The Requirements And Under The Strict Supervision Of The User Of The Given Weapon. Existing Utilities Should Be Carefully Located And Exposed Before Excavation.1.A Detailed Description Of The Subject Of The Order, I.E. The Type Of Works To Be Performed Under The Order, Is Specified In The Bill Of Quantities And Stwior Constituting Annex No. 1 To Swz.2.In The Event Of Changes To The Applicable Quality Standards During The Term Of The Contract, The Contractor Wi