Elaboration of Project Documentation for the Water Reservoir Tender

• Country: Czech Republic
• Summary: Elaboration of Project Documentation for the Water Reservoir Vn1, Ip1 (Pools), Watercourse Pr1 Incl. Ip5 and Field Path Hc1-R in C.Ú. Černousy and K.Ú. Habartice Near Frýdlant, Including the Performance of Author'S Supervision, Provision Of...
• CZT Ref No: 138046932
• Deadline: 30 Mar 2026
• Financier: Self Financed
• Purchaser Ownership: Government
• Tender Value: CZK 1025000
• Notice Type: Tender
• Document Ref. No.:
• Purchaser's Detail:
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• Description:
• Elaboration of project documentation for the water reservoir VN1, IP1 (pools), watercourse PR1 incl. IP5 and field path HC1-R in c.ú. Černousy and k.ú. Habartice near Frýdlant, including copyright supervision, provision of detailed GTP and planning permission Elaboration of the project documentation, including a detailed GTP, securing planning permission and supervision of the designer of the following buildings: 1) VN1 in c.ú. Černousy is proposed for reconstruction. The reservoir, including the dam, is located on land plot no. 799 and 844 in the Civil Code Blackbeards. Project the reconstruction of the reservoir should deal with the reconstruction of the dam body, the design of objects (discharge object and safety overflow) and the removal of sediments from the reservoir flood. 2) IP1 - pools T1-T4 "At the tank" in the c.ú. Habartice u Frýdlant The measure consists of a set of pools and is not divided into objects. The flow pool T1 is formed by a loose earth dam. The total length of the dam is 61.5 m, its maximum height will be 1.8 m. The maximum depth of water in the pool will be 1.4 m. T2-T4 are designed as excavated and will be filled only with groundwater. The space in between it will be planted with suitable native trees. 3) PR1 incl. IP5 in c.ú. Habartice near Frýdlant The drainage basin has the basic purpose of capturing the volume of surface runoff caused by extreme torrential rainfall. The length of the catch basin is 294.19 m, the depth of the basin 0.9 m. 4) HC1 in c.u. Černousy Existing field road for reconstruction. Drainage of the surface and body of the road is solved by longitudinal and transverse slope and longitudinal drainage, which is led to the adjacent drain of the VN1 reservoir. Further, the road continues in part in the Habartice district Frýdlant. 5) HC1 in c.ú. Habartice near Frýdlant Existing field road for reconstruction. The proposed road thickness is 47 cm, traffic load class IV - medium. Drainage of the plain is designed with a DN 10...
• Documents:

 Tender Notice

5078e186b5590799cb60a5e1db814f0e.vyzva.k.podani.nabidek.pdf

0fb4c60a7944c4695e11b01e18c3ed94.prilohy.c.1.az.c.8.zip

5ae90d6b7c87d05025d0d838b786b474.vyzva.k.podani.nabidek.pdf