Tenders Are Invited For Expansion Of The Water Supply Network, Sanitary Sewage System And Rainwater Drainage Network In The Area Of ​​Grabowa Street In Brzeg Dolny.

The Subject Of The Order Is Expansion Of The Water Supply Network, Sanitary Sewage System And Rainwater Drainage Network In The Area Of ​​Grabowa Street In Brzeg Dolny. The Basis For The Implementation Of The Subject Of The Order Is The Design Documentation Prepared By Tadeusz Żygadło Operating Under The Name Instalacje - Design, Construction Of Water, Sewage And Heating Installations Tadeusz Żygadło, 56-120 Brzeg Dolny, Ul. Jaworowa 22 Constituting An Annex To The Swz. Subject Of The Orderthe Subject Of The Project Is The Construction Of A Section Of The Water Supply Network In Plot No. 41/69, 41/80, 41/84, 496, 41/89, 633, 640 In Order To Ensure The Supply Of Drinking Water To Adjacent Building Plots And The Construction Of A Sanitary Sewage System And A Storm Sewage System To Discharge Sewage From Adjacent Building Plots. Sanitary Sewage From Plots Adjacent To The Planned Network Will Be Discharged By Gravity To The S0 Well In Plot No. 640. Rainwater From Plots Adjacent To The Planned Network Will Be Discharged By Gravity To The Sd0 Well In Plot No. 640. The Water Supply Network Will Be Made Of Pe De 110 Pipe With 1 Above-Ground Hydrant Installed On It. Sanitary Sewage From Plots Adjacent To The Planned Sanitary Sewage System Will Be Discharged Through Intermediate Wells To The Existing Concrete So Well Installed In The Existing Ks 200 Network In Plot No. 640. Rainwater From The Plots Adjacent To The Designed Storm Sewage System Will Be Discharged Through Intermediate Wells To The Existing Sdo Concrete Well Installed On The Existing Kd 300 Network In Plot No. 640. Designed Development Of The Plot. Construction Equipment Related To Building Structures. Designed Water Pipeline Made Of Pe De 110 Pipe With 1 Fire Hydrant. Aboveground. Pvc De 200 Sanitary Sewage Collector With Concrete Inspection Wells Ø1200. Pvc De 250 Rainwater Collector With Concrete Inspection Wells Ø1200. Technical Parameters Of The Network And Land Infrastructure Devices. Designed Water Pipeline - Pe De 110 Pipe, Equipped With A Dn 100 Gate Valve And 1 Above-Ground Fire Hydrant. Individual Pipeline Elements Are Butt Welded. The Arrangement Of Nodes And Points Of The Network Is Shown In Fig. 1. The Designed Sanitary Sewage System - Pvc De 200 Pipe Will Be Equipped With Concrete Inspection Wells Ø 1200. The Designed Storm Sewage System - Pvc De 250 Pipe Will Be Equipped With Concrete Inspection Wells Ø 1200. The Arrangement Of Individual Elements Of The Designed Sanitary Sewage System Is Shown In Fig. No. 1. - Length Of The Designed Pe De 110 - 311.00 M Water Pipeline - Length Of The Designed Pvc De Sanitary Sewage System 200 - 265.70 M - Length Of The Designed Pvc De Rainwater Sewage System 250 - 267.27 M Directional Drilling Due To Terrain Difficulties, It Is Planned To Perform A Controlled Drilling For The 1St Version Pehd De 110 Water Supply Pipeline In The Sections: • Between Point P3 And The Vicinity Of The S4 Well, A Section Of 30.00 M Long • Between Point P3 And The Vic