The planned quantities of unserved urban sewerage in Kistelek City are as follows:
DN 200 KG – PVC gravity sewer spinal pipe: 41104 fm, of which 4605 fm reconstruction
DN 150 KG – PVC domestic connection line: 27013 fm in length
DK 315 KPE pressure line: 945 m in length
250 KPE pressure line: 358 fm in length
200 KPE pressure line: 1016 fm length
110 KPE pressure line: 5216 fm length
Kga cleaning shaft on vertebral pipe 806
Reinforced concrete cleaning shaft 660
17 public waste water elevators
Number of house connections: 2823
Reconstruction sections are located in the city of Kistelek: Street of Rákóczi: From street Petőfi to the Rákóczi Street elevator, Kossuth Street: Kossuth Street from 18 to street Árpád, Széchenyi Street: Széchenyi Street from 14 – Gőzmalom Street, Kossuth Street: Kossuth Street from 17 to street Rákóczi, Kisteleki Ede Street: Kisteleki Ede Street from 6 to the street of Kálvária, Gőzmalom Street: Pigeon from streets to street Rákóczi, Petőfi Street: Petőfi Street from 30 to Rákóczi Street, Rákóczi Street: From street Kossuth to the connection before Rákóczi Street 18, Petőfi Street: Petőfi Street from 45 to street Árpád, Bocskai Street: Bocskai Street from 25/B – fairground crossing before 1/D, Vasút Street: From railway station to street Rákóczi, Vasút Street: Vasút Street from 3 to Rákóczi Street, Rákóczi Street: Railways from streets to Rákóczi Street, Árpád Street: Árpád Street 34/A to Lajos Kossuth Street, Árpád Street: Árpád Street from 9 to Kossuth, Bercsényi Street: Bercsényi Street from 5 to street Árpád, Jókai Street: Jókai Street from section 28-34 – Gőzmalom street, Gőzmalom Street: from the streets of Jókai – Rákóczi.
For the duration of the contract, the contractor shall be responsible for the provision of specialised archaeological supervision and any decontamination tasks.
Implementation of the waste water plant in Kistelek City
The technical implementation includes the construction of a new waste water treatment plant in the area of the existing waste water treatment plant, the construction of raw waste water and treated effluent elevators, the introduction of treated waste water in a closed discharge line into the Kisteleki-Main reception facility.
The new waste water treatment plant is built next to the existing plant and within the boundaries of the plot. In the future, the existing waste water treatment plant will only treat the pre-treated cheese factory effluent and the total amount of urban waste water will be received and purified by new technology.
The planned hydraulic load of waste water and septic waste water entering the sewer is ~800 m³/d, with a planned external biological load of 8470 p.e. of the waste water treatment plant. The hydrological and biological capacity of the waste water treatment technology is derived from the planned load and from the on-site leachate load. The plant shall have sludge treatment and sludge dewatering. The plant’s structures are covered, with air drainage and deodorisation. During construction operations, the operation of the existing plant during construction must be ensured until the start of operation of the new plant. The contractor shall be responsible for drawing up the design plan according to the FIDIC Yellow Book for the execution of the construction works on the basis of the indicative plan or, at the choice of the contractor, execution in accordance with the bid drawn up in accordance with the specifications set out in the Client Requirements. In accordance with the terms of the authorisation, the successful tenderer is responsible for conducting the test run.
It is also the responsibility of the winning Tenderer to obtain a licence for the construction of water in accordance with the technology.
The quantities indicated are indicative. Detailed and detailed specifications and quantities can be found in the tender documentation.
Mr
Text automatically translated in your browsing language
