Modernisierung Bergbahn Bauwerke 6-10

TENDER DESCRIPTION

- Section 1: Bridge construction works: non-binding main quantities: Excavation: 2500m3 Area of sheet-pile retaining wall: 420m2 Number of anchors: 36 pcs Area of bound road surface: 1000m2 Area of joint grout injection: 490m2 Quantity of grout: 250to Quantity of CFK lamellas: 260m Tonnage of steel structural work for temporary works: 27to Tonnage of historic steel structures: 5to - Section 2: Trenching and services construction works: Laying approx. 120 m d 110 -d 125 PE Laying approx. 686 m d 90 PE Laying approx. 100 m d 63 PVC Laying approx. 230 m NA2XS(F)2Y 3x1x240mm2 Laying approx. 775 m NAYCWY 3x150/150mm2 Laying approx. 160 m NYCY 4x6/6mm2 Laying approx. 55 m NYCWY 4x25/16mm2 Laying approx. 70 m 30x2x0,8mm2 FM Laying approx. 140 m 4x12 LWL Laying approx. 27 m VW d 125 PE Laying approx. 9 m AW d 50 PE Creation of connections to the existing utility network. - Section 3: Wastewater works: non-binding main quantities: Trench excavation up to 2.0 m 140 m3 PVC pipes DA 315 68 m2 Remove natural stone paving and re-lay 50 m3 Temporary channel steel DN 300 BW 8, length/support span 13 m 1 psch Temporary channel PVC pipes DN 400 35 m Inspection chambers DN 1000, T < 2.0 m 3…

TENDER BRIEF

TENDER DOCUMENTS