The subject of the contract is the construction of a sanitary sewer network on the territory of Łodygowice Municipality. The aim of the investment is to allow domestic and economic waste water to be discharged from residential buildings.
The subject of the contract is the construction of a sanitary sewer network together with connections on the territory of Łodygowice Municipality in Pietrzykowice.
The aim of the investment is to discharge domestic and economic wastewater from 14 residential buildings. The performance of sewer connections will enable the collection of domestic and economic wastewater and discharge them to the existing sewer system leading to the modernized wastewater treatment plant in Żywiec.
TANGIBLE RANGE
“Construction of a sanitary sewer network with connections in Klonowa Street, South, Mała in Pietrzykowice”:
- gravity sanitary plumbing network with pipes PVC-U Ø 200 mm with length = 223.20 mb.
- gravity sanitary plumbing network with PE-RC pipes Ø 225 mm with length = 251,00 mb.
- plumbing plumbing network with PE-RC pipes Ø 90 mm with length = 254,20 mb.
Total = 728.40 mb.
- connectors + departures of gravity sanitary plumbing
of pipes PVC-U Ø 160 mm in the amount of 9 pcs with a total length of = 133,80 mb.
Total = 862.20 mb.
- wastewater mains pumping station dn 1500 mm kpl.= 1,00 pcs
“Construction of a sanitary sewer network together with connections in Mickiewicza Street and access road (dated No. 3657/1) in Pietrzykowice”:
- gravity sanitary plumbing network with pipes PVC-U Ø 200 mm with length = 98.70 mb.
- gravity sanitary plumbing network with PE-RC pipes Ø 225 mm with length = 67.90 mb.
- sanitary plumbing network with pipes PE-RC Ø 90 mm with length = 295,70 mb.
Total = 462.30 mb.
- connectors + departures of gravity sanitary plumbing
of pipes PVC-U Ø 160 mm in the amount of 5 pcs with a total length of = 37,10 mb.
Total = 499.40 mb.
8- wastewater mains pumping station dn 1500 mm kpl.= 1,00 pcs
Together with temporary, accompanying robots and reproduction of pavement.
In the technology of carrying out earthworks, changes may be made in the scope of works, i.e. from a trenchless method to an open trench taking into account the size of pavement restorations consistent with the object of works.