Tenders Are Invited For Renovation Of The Dp District Road No. 1037 S In Mstów - Ul. Częstochowska, 570 M Lo ... in Poland

Work Detail

The Subject Of The Order Is The Renovation Of The District Road Dp No. 1037 S In Mstów - Ul. Częstochowska, 570 M Long, Section From The Intersection With Ul. Słoneczna To Property No. 80, Mstów Commune, 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 Bituminous Mixture. The Road Is A Public Facility With Communication Functions. Basic Technical Parameters Of The Investment: Dp1037s 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 10 Cm With Transport To The Storage Yard At A Distance Of Up To 3 Km, Crushing And Piling. Restruct Owned By Pzd Intended For Hardening Of Roadsides (570M X 6M) - 3420.00M2;- Mechanical Cutting Of The 10 Cm Thick Roadside With Removal Of The Curb Up To 2 Km (1M X 180M) - 180.00M2;- Dismantling Of The Watercourse From Two Rows Of Concrete Paving Stones On A Concrete Bench - 940.00 M;- Laying A Watercourse With Two Rows Of Concrete Paving Stones On A Concrete Bench - 20% New Paving Stones, 80% Demolition Paving Stones - 916.00 M;- Mechanical Cleaning Of The Improved Road Surface - 6,880.00 M2;- Sprinkling The Improved Road Surface With Asphalt Emulsion - 6,880.00 M2;- Works Earthworks Performed With Excavators With Removal Of Excavated Material At A Distance Of Up To 2 Km - 10.00 M3; - Vertical Adjustment Of Sanitary Sewage Manholes On Spacer Rings - 2.00 Pcs.; - Inspection Well Made Of Prefabricated Concrete Rings, Up To 2 M High, With A Diameter Of 800 Mm, With A Prefabricated Manhole Cover, Heavy Type Cast Iron Manhole. - Replacement Of The Well In Place Of The Existing Pvc Well With A Diameter Of 500 Mm. It Is Necessary To Take Into Account The Inclusion Of Kd From Pipes With A Diameter Of 315 Mm - 5.00 Pcs.; - Backfilling Of Foundation Excavations With G 1 Transported Soil (Purchase Of Material) With Compaction With Mechanical Tampers - 2.50 M3; - Vertical Adjustment Of Street Sewage Inlets - 12.00 Pcs.; - Surface Made Of Mineral And Bituminous Chipping Mixtures /Binding Layer/ Ac 16 W Kr 3-4; Thickness After Compaction 6 Cm – 3420.00 M2;- Surface Made Of Mineral And Bituminous Grit Mixtures /Wearing Layer/ Ac 11 S Kr 3-4; Thickness After Compaction 4 Cm - 3460.00 M2; Road Works: - Dismantling And Re-Laying The Sidewalk With Concrete Paving Stones. 8 Cm With Supplementation Of The Substructure - 10% New Cubes - 100.00 M2;- Dismantling Of Concrete Sewage Channels With Dimensions Of 50 X 50 X 15 And Placing Them Again On A Concrete Footing (20% New Channels) - 110.00 M;- Dismantling And Re-Laying Of Concrete Curbs With Dimensions Of 100 X 30 X 15 On The Footing Concrete -

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