Tenders Are Invited For Reconstruction Of The District Road Lane No. 1062S As Part Of The Task: Construction Of Dehydration For Improving The Quality Of Drained Rain And Snowmelt From The Dp 1062 S Road Lane In Słowik.

The Subject Of The Order Is Reconstruction Of The Poviat Road Laid No. 1062S As Part Of The Investment Task Under The Name: Construction Of Dehydration For Improving The Quality Of Rainwater And Snowmelt From The Dp 1062 S Road Lane In Słowik Street Street. 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: Dp1062s Road Width: 6.00 M (2 X 3.00M): Road Class: Z1/2, Category Of Load Loads Kr 3Przekrzik: Single-Liner Two-Handed Macing Of The Road On A Straight Line: 6.00M. 2%Pavement: Ac The Scope Of Work To Be Carried Out At Dp 1062S In Słowik: Demolition Of Road Elements- Dismantling Of The Pavement From The Concrete Cube On Sand Bed With Sand Filling With Sand- 70.00M2; - Dismantling Of Pipe Culverts - Concrete Pipes With Diam. 40 Cm - Existing Sewage - 70.00M; - Dismantling Of Pipe Culverts - Concrete Pipes With Diam. 50 Cm- 15.00M;- Departing Debris Fried With Self-Relieving Cars Up To 1 Km- 23.40M3; Dehydration Of Road Coprusus- Culverts Under Downhill And Scoring. 15 Cm; Analogy To: Sand Bed With Manual Compaction- 3 Cm Thick Layer Thickness After Compaction- 36.00M2;- Pehd Pipes Diameter 200 Mm- 24.50M;- Pehd Pipe Culvert Diameter 315 Mm- 33.50M;- Pehd Pipe Culverts In Diameter 400 Mm- 14.50M;- Pp Pp 18.00M;- Sprinkling With Burden Soil (Common)- 21.60M3;- Thickening Of Embankments With Mechanical Compacts; Social Soils Category Iii-Iv- 21.60M3;- Conclusion Of Culverts With Openwork Concrete Slabs With Concrete Filling- On Average 8 Boards On The Outlet- 15.00Pcs;- Inspection Wells Made Of Concrete Vertebrae With Wed. 1500 Mm In A Ready-Made Excavation With A Depth Of 3.00M- 1.00; Regulation Of The Slopes Of Existing Ditches- Mechanical Adjustment Of The Slopes And Dna Of Ditches In The Cat. I-Ii- 314.50M2;- Strengthening Of The Ditch Slope With Openwork Concrete Slabs 60 X 40 X 8 Cm With Concrete Filling- 171.60M2;- Cleaning Of Ditches With A Thickness Of 30 Cm Thick With Profile. Ditch Slopes- 40.00M;- Cleaning Culverts With Diam. 0.5 M From A Soveard Of Up To 50 % Diameter- 100.00M;- Cleaning Culverts With A Diameter 1.0 From A Soveard Of Up To 50 % Diameter- 15.00M; Foundations- Mechanical Profiling And Density Of The Substrate Under The Structural Layers Of The Surface In The Category I-Iv- 240.00M2;- Frost-Protected Layer From An Unrelated Mixture (Common) Gr. 20 Cm- 30.00M2;- Foundation Made Of Broken Aggregate- Lower Layer With A Thickness Of 15 Cm- 245.00M2; Pavement- Mechanical Cleansing And Condensation Of The Cold Aggregate Asphalt Emulsion From Aggregate- 35.00M2;- Mechanical Cleaning And Sprinkling Cold Asphalt Emulsion Of The Cold-Binding Layer- 40.00M2;- Layer;- Layer Binding Of Asphalt Concrete Ac 16W Based On Asphalt D-50/70- Thickness After A Thickening Of 4 Cm- 40.00M2;- Abert Construction Made Of Asphalt Concrete Ac 11S Based On Asphalt D-50/70- Thickness Aft