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Road Construction Works – Renewal Of The Osterwick 1. Ba Through Town. Road Construction: Reconstruction Of The Main Road, 4,250 M³ Of Soil And Gravel Excavation, Including In Removal Areas, 3,450 M³ Of Hos/Macadam Layer (>25 To 1,000 Mg/Kg) Loaded And Removed, 8,000 M² Of Earth Subgrade Created, 850 M² Of Existing Gravel Layer Adjusted, 3,600 M³ Of Gravel Base Or Frost Protection Layers In Different Thicknesses, 1,400 M Of Curb And Gutter System Made Of Concrete Blocks, 1,000 M Of Edge Edging Made Of Angular Edge Or Edge Stones, 4,250 M² Of Paving Areas In Ancillary Facilities (Of Which Approx. 3,300 M² Are Passable), 1,800 M² Of Paving Areas In Bk 3.2 Roadway, 2,600 M² Of Asphalt Paving For The Road Bk 3.2, Street Drainage: 225 M Rw Drain Pipes. For Approx. 30 Street Gullies/Inlet Boxes (Pp Pipes Dn 150), Including Camera Inspection And Documentation Of The Connections. Sewerage: Creation Of A Storage Sewer Dn 1000, A Mixed Water Main Pipe Dn 300 And Renovation Of House Connection Pipes: 270 M Rw Sewer Made Of Reinforced Concrete Pipes Dn 1000, 70 M Rw Sewer Made Of Concrete Pipes Dn 300, 265 M Drainage Pipe Dn 150 To 200 For The Takeover Of Rainwater Downpipes, 1,550 M³ Displaced Dispose Of Excavated Soil, Approx. 2 Shafts F1.0, 4 Shafts F1.5, 2 Special Structures F1.5, 1 Throttle Structure, 240 M Mw House Connection Lines Dn 150 To 200, 35 M Rw House Connection Lines Dn 150 To 200, 190 M Sw House Connection Lines Dn 150 To 200, Including Camera Inspection And Documentation Of All Services. Supply Lines: Water Pipe: 30 M² Of Paving Work, 70 M³ Of Frost Protection, 80 M³ Of Soil Excavation, 90 M³ Of Soil In Hand Shafts, 50 M³ Of Sand Bedding, 150 M Of Supply Lines Safely Along And 50 M Across. Power Line: 60 M² Of Paving Work, 20 M³ Of Creating Frost Protection, 180 M³ Of Soil Excavation, 150 M³ Of Sand Bedding, Laying 1,700 M Of Dn 75 Protective Pipes, Laying 1,900 M Of Dn 125 Protective Pipes, Laying 500 M Of Dn 150 Protective Pipes, 10 Wall Openings And 150 M³ Of Sand Filling Gas Pipe: 100 M³ Of Soil Excavation, 25 M³ Of Manual Excavation, 70 M³ Of Backfilling, 25 M³ Of Sand Backfilling. Laying Of An Additional Protective Pipe Dn 300 For Later Installation Of A Sw Pressure Pipe: 350 M Of Protective Pipe Dn 300 Delivered And Laid In An Existing Trench, 350 M Of Calibration Of The Pipe
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