Section Section Diameter, Section length, m Total Pipe material number mm length, m Water supply network 1 WPS "Pyatnychany" to 1200 3800 Reinforced concrete Pyrogova street 900 1850 Reinforced concrete 2300/1800 / 800 Cast iron 20050 600 4100 Steel 500 3700 Steel 500 Underwater pipeline 200m (2 Steel per 100 m.) WPS "Pyatnychany" to 1100 2 600 square "Heroiv Maidanu" 500 2700 4200 Steel 500 Underwater pipeline 400m (2 lines per 200 m.) Sewerage networks 3 From the WWPS 1-A on the 1200 6105 Reinforced concrete street. G. Uspensky to OSK Sabarivske highway 6735 1000 Underwater pipeline 630m (2 Steel lines per 315 m.) 4 From WWPS-1 on the street 600 1580 PVC 4065 Sverdlova to the OSK 600 2485 Sabarivske highway 5 From street Shyrshova to the 800 1400 Reinforced 1400 street D. Nechaya concrete The list of sections may be revised depending on the results of the hydraulic analysis and calculations performed under Task 2. Any revisions may be made only in writing and agreed by the Client in accordance with the terms of the contract. For each of these sections the Consultant should prepare: 1. Feasibility Study which will include substantiation of basic design solutions, performance characteristics of constructed / reconstructed facilities and pipelines with the relevant calculations, justification for the proposed reconstruction methods, materials and equipment and other parts as provided for in Section 5 of the State Building Standard "Structure and contents of design documentation for construction". “ДБН А.2.2-3:2014
Section number Section Diameter, mm Section length, m Total length, m Pipe material Water supply network 1 WPS "Pyatnychany" to Pyrogova street 1200 3800 20050 Reinforced concrete 900 1850 Reinforced concrete 800 2300/1800 / Cast iron 600 4100 Steel 500 3700 Steel 500 Underwater pipeline 200m (2 per 100 m.) Steel 2 WPS "Pyatnychany" to square "Heroiv Maidanu" 600 1100 4200 Steel 500 2700 500 Underwater pipeline 400m (2 lines per 200 m.) Sewerage networks 3 From the WWPS 1-A on the street. G. Uspensky to OSK Sabarivske highway 1200 6105 6735 Reinforced concrete 1000 Underwater pipeline 630m (2 lines per 315 m.) Steel 4 From WWPS-1 on the street Sverdlova to the OSK Sabarivske highway 600 1580 4065 PVC 600 2485 5 From street Shyrshova to the street D. Nechaya 800 1400 1400 Reinforced concrete The list of sections may be revised depending on the results of the hydraulic analysis and calculations performed under Task 2. Any revisions may be made only in writing and agreed by the Client in accordance with the terms of the contract. For each of these sections the Consultant should prepare: 1. Feasibility Study which will include substantiation of basic design solutions, performance characteristics of constructed / reconstructed facilities and pipelines with the relevant calculations, justification for the proposed reconstruction methods, materials and equipment and other parts as provided for in Section 5 of the State Building Standard “ДБН А.2.2-3:2014 "Structure and contents of design documentation for construction".
Terms_%20of_%20Reference_VIN-CQ-02.docx