Tenders Are Invited For Renovation Of Poviat Road No. 1006 S And 1025 S In Viewers And Poviat Road No. 1003 ... in Poland

Work Detail

The Subject Of The Contract Is The Renovation Of Poviat Road No. 1006 S And 1025 S In Viewers And Poviat Road No. 1003 S On Episode Kruszyna - Wikłów, The Kruszyna Commune Consisting In The Reconstruction Of The Original State Of The Road. The Building Is To Conduct Traffic On The Locally. The Road In Question Is A Linear Object With A Surface Made Of Mineral And Bituminous Mixture. The Road Is A Public Facility Performing Communication Functions. The Background Technical Parameters Of The Investment: Dp1006s Road Width: 5.20 M (2 X 2.60M): Road Class: Z1/2, Category Of Load On Kr 3Przekrów Traffic: One-Fed-Day Two-Way Road. Dischard 2%Surface: Ac The Scope Of Work To Be Carried Out On Dp 1006S In Viewers:- Dismantling Of The Bitumen Surface With A Milling Machine Average 5 Cm Thick With A Distance Of Destruct At A Distance Of Up To 5 Km To The Component Square And Crushing And Pruning. Destruction Owner Of Pzd Intended For Hardening Roadsides - 3380.00M2; - Dismantling The Bituminous Surface With A Milling Machine Average 8 Cm Thick With A Distance Of A Distance To 5 Km To The Component Square- 150.00M2;- Dismantling The Surface From The Stone Cube Gr 10 Cm And Its Re-Arrangement With Supplementing The Foundation From The Broken Aggregate- 15.00M2;- Mechanical Cutting Of The Inflated Side Of 5 Cm. Up To 5 Km- 1260.00M2;- Dismantling The Surface Of The Gr 8 Cm Cobblestones And Its Re-Arrangement With Complement The Foundation Of The Broken Aggregate- 35.00M2;- Vertical Adjustment Of The Hatching On Sewage Wells On Distance Rings- 3.00Pm;- Mechanical Performance Of The Corridor At A Depth Of 30 Cm With A Distance Dimension Up To 2 Km (Together With Utilization)- 150.00 M2;- Foundation From Broken Aggregate 31.5/63 Lower Layer 15 Cm Thick After Compaction- 150.00 M2;- Foundation From Broken Aggregate 0/31.5 Top Layer 5 Cm Thick After Thickening- 150.00M2;- Mechanical Cleaning Of The Improved Road Surface- 6780.00 M2;- Composition Of Road Surface Improved Asphalt Emulsion-6780.00M2;-Foundation Made Of Mineral And Bullshit Mixture Ac 16 P 35/50 Kr 3/4 Thickness After A Thickening Of 5 Cm-150.00 M2;-Surface Made Of Mineral And Bpelian Grit Mixtures/Binding Layer/Ac 16 W 50/70 Kr 3-4; Thickness After A Density Of 5 Cm- 3400.00 M2;- Hardening Roadside With Asphalt Destruct The Lower Layer Gr. 5 Cm After Thickening- 1350.00M2;- Hardening Of The Roadside With Broken Aggregate 0/13.5 Upper Layer Gr. 5 Cm After Density-1350.00M2;-Surface Made Of Mineral And Bullshit Mixtures/Abdominal Layer/Ac 11 S 50/70 Kr 3-4; Thickness After A Thickening Of 4 Cm-3380.00M2; Dp1025s Width Of The Road: 6.00 M (2 X 3.00M): Road Class: Z1/2, Traffic Load Category Kr 3Przekrów: Single-Dimensional Two-Way Road For The Road On A Straight Line: 6.00M Unilateral Transverse Inclination 2%Up To 4% 1025S In Viewers:- Disintegration Of Correction Pavement With A Milling Machine- Average Thickness 5 Cm- Destruct Ownership Of Pzd Intended For Hardening Roadside To The Component Square U

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