Tenders Are Invited For Reconstruction Of An Open Ditch.

The Subject Of The Contract Is The Implementation Of Construction Work Entitled: Reconstruction Of An Open Ditch On The Indoor Ditch On Plots With Registration Number 1526/4, 1526/6 And 1125/155 Located In The Purchase. The Subject Of The Contract Was Divided Into Two Tasks: Task No. Kolbuszowa (W);- Precinct- 0010 Buy;- Plots Of Registration No. 1125/155. Work Of Works To Be Performed: 1. Demolition Of The Footbridge From Channel Plates And Steel Railing (Handrails) At The Footbridge Above The Ditch. 2. Disintelling Of The Slopes And Dna Of The Ditch From Concrete Slabs. 3. Measurement Works At Linear Earthworks - 61 M.4. Preparation Of The Substrate From The Sand Bleak For The Arrangement Of Pipes And Wells 10 Cm Thick. Installation Of The Canal Made Of Concrete And Reinforced Concrete Pipes Connected To A Rubber Gasket With A Diameter Of Ø 1000 Mm.6. Connection Of The Channel Being Built With Existing Culverts. 7. Installation Of The Audit Well Ø 1500 Mm, Well Equipped With A Kineta, Cover And D400 Hatch With A Diameter Of Ø 600 Mm.8. Installation Of A Hatch Chimney From Concrete Vertebrae Ø 600 Mm, With A D400 Iron Manhole With A Diameter Of Ø 600 Mm.9. Channel Sprinkler And Backfilling Of The Excavation With Sandy Soil Stored In The Vicinity Of The Ditch. 10. Replacement Of The Existing Section Of The Rainwater Sewage System With A Diameter Of Ø 400 Mm Over A Length Of 8.0 M.11. Curning Of The Area With Aggregate: Lower Layer - 0 - 63 Mm, Layer Thickness 15 Cm; Upper Layer 0-31.5 Mm, Layer Thickness 5 Cm-Area 636 M2. Location In The Citys Reconstruction Of The Ditch And In The Adjacent Area Indicated By The Investor. Operating No. 2 Open Ditch In Km 2+403- 2+452 At A Length Of 49.0 M On The Indoor Ditch At Journal Of Laws No. 1526/4, 1526/6 In The Town Of Kupno, Kolbuszowa Commune. Kolbuszowa;- Registration Unit- 180602_5 Kolbuszowa (W);- Precinct- 0010 Buy;- Plots No. 1526/4, 1526/6. Action Of Works To Be Performed: 1. Disassembly Of Steel Balustrades (Handrails) On The Front Walls Of The Culvert. 2. Disintelling Of The Slopes And Dna Of The Ditch From Concrete Slabs. 3. Measurement Works At Linear Earth Robots - 49 M.4. Preparation Of The Substrate From The Sand Bleak For The Arrangement Of Pipes And Wells 10 Cm Thick. Installation Of The Canal Made Of Concrete And Reinforced Concrete Pipes Connected To A Rubber Gasket With A Diameter Of Ø 1000 Mm.6. Connection Of The Channel Being Built With Existing Culverts. 7. Installation Of A Hatch Chimney Made Of Concrete Vertebrae Ø 600 Mm, With A D400 Iron Manhole With A Diameter Of Ø 600 Mm.8. The Channel Covered And The Excavation Covered With Sandy Soil Stored In The Neighborhood Of The Ditch. 9. Replacement Of The Existing Drainage Over A Length Of 45.0 M.10. Installation Of The Sewer Well Ø 425 Mm With A Concrete Cone Closure, Kinet With Pe And Cast Iron Cover For Concrete Cone.11. Replacement Of The Existing Sewage Section Of Pvc Pipes Ø 160 With A Length Of 2.0 M.12. Curning Of The Area Wit