Main Sewer Repair and Rehabilitation Project with Pumping System Installation
420 m Reparatur Hauptsammler, Haubenprofil DN 2750/2900 und Rechteck 2500/2300 - Ausräumen der losen Materialien (ca. 2.300 m² Betonflächen strahlen, ca. 1.400 m² Mauerwerksfugen im Sohlbereich ausräumen), - Reprofilierung unebener Betonflächen (ca. 2.300 m² Fehlstellen ausmauern, Hohlräume mit Mörtel MG III füllen), -…
Source ID: TED-c509400e-eb64-4f94-802f-3963236ebcdd
Scope overview
420 m Reparatur Hauptsammler, Haubenprofil DN 2750/2900 und Rechteck 2500/2300 - Ausräumen der losen Materialien (ca. 2.300 m² Betonflächen strahlen, ca. 1.400 m² Mauerwerksfugen im Sohlbereich ausräumen), - Reprofilierung unebener Betonflächen (ca. 2.300 m² Fehlstellen ausmauern, Hohlräume mit Mörtel MG III füllen), - ca.
2.300 m² mineralische Beschichtung der Haube mit Kanalsanierungsmörtel im 2-Schichtverfahren inkl. einlegen einer Carbonfasertextilbewehrung im frischen Untergrund, - ca. 1.400 m² Wiederverfugen der geklinkerten Sohle mit Kanalsanierungsmörtel, - ca. 200 m Stahlträger mit Korrosionsschutz aus Epoxidharz beschichten, 425 m Interimsentwässerung/Abwasserlenkung für max.
1.200 m³/h - trocken aufgestelltes Pumpenkomplettsystem inkl. Schallschutzeinhausung, - starr verlegte Druckleitung DN 400, teilweise hoch aufgestellt, inkl. 5 Stück Überleitung über die querenden Seitenstraßen Höhe min. 4 m, 5 Stück Sanierung gemauerter Schachtbauwerke, teilweise Neubau Schachtkonus min. 50 m Schlauchlining bis DN 250 der MW-Hausanschlüsse 10 m Kanalneubau DN 630, PP, Tiefe bis 5 m
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