Tenders Are Invited For Construction Of A Segment Of The Water Supply And Sanitary Sewage System In Plots No. 45, 60/11, 60/24, 60/28, 60/31, 60/34, 61/4, 61/7, 751, 786/1, 855 Located Within 0001 - Chorzele City

The Subject Of This Procedure Is The Construction Of A Segment Of The Water Supply And Sanitary Sewage System Of Gravitational And Pressure With A Sewage Pumping Station Along Ul. Polna And Akacjowa On The Plots Marked With Registration Numbers: 45, 60/11, 60/24, 60/28, 60/31, 60/34, 61/4, 61/7, 751, 786/1, 855 Located Within 0001- Chorzele City, Implemented According To The Scope Described In The Design Documentation. Water Supply Network Diameter 110Mm - Construction Of Above -Ground Hydrants Dn80 - Construction Of A Gravitational Sanitary Sewage System Of 200Mm Diameter - Construction Of A Gravitational Sanitary Sewage Network Of 160Mm Diameter - Construction Of A Segment Of The Sanitary Sewage System Of The Pressure Sanitary Diameter 160Mm - Construction Of A Segment Of The Pressure Sanitary Sewage Network Diameter Diameter 110Mm - Construction Diameter - Construction Sewage Pumping Stations, Including The Existing Monitoring System- Energy Supply Of The Sewage Pumping Station, I.E. A Cable Line (Wlz) Should Be Routed On The Section From The Control And Measuring Connector To The Control Wardrobe Of The Pumping Station- Construction Of Reinforced Concrete Connecting Wells In Diameter 1000Mm- Construction Of Plastic Connecting Wells In Diameter 425Mmmzakres Work To Be Carried Out During Ul. Polna From The Project Entitled : Construction Of A Segment Of The Water Supply Network And Sanitary Sewage System On Plots. Registration Number 45, 60/11, 60/28, 60/31, 61/4, 61/7, 751, 855 Located Within 0001 - Chorzele City Network Of Gravity Sewage System: Ps01 - S15- Pvc Pvc Rura Type S (Lite) 200 Mm (Network)- Pvc Pipes Type S (Lite) With Diam. 160 Mm (Branches)- Concrete Sewage Wells With Diam. 1000 Mm - Plastic Sewage Wells With Wed. 425 Mm - Excavations In The Grounds I -Ii - 100 %; Mechanically Performed 95%; Made By Hand 5% With Vertical Walls Strengthened Along The Entire Length.- The Price Of Earthworks Should Include The Cost Of Dehydration Of Excavations, Protection/Reconstruction Of The Existing Underground Armaments And The Cost Of Cutting Down Trees And Shrubs.- Reconstruction Of The Road Surface. 110 Mm - Pe 100 Rc Sdr Pipes 17 With Wed 160 Mm - Concrete Expansion Wells With Avg. 1000 Mm - Excavations In The Grounds I -Ii - 100 %; Mechanically Performed 95%; Made By Hand 5% With Vertical Walls Strengthened Along The Entire Length.- The Price Of Earthworks Should Include The Cost Of Securing/Reconstruction Of The Existing Underground Armaments. 1500 Mm And Height 4.8 M, Anti -Beds Filters Mounted; Two Pumps With A Capacity Of 6.0 L/S Fittings With Stainless Steel Pipelines, Automation Control Wardrobe. The Price For The Construction Of The Pumping Station Should Be Taken Into Account The Cost Of Making The Cable Line (Wlz) Between The Control And Measuring Connector And The Control Wardrobe And The Cost Of Incorporating In The Existing Monitoring System. Set Water Supply: Ww03- Ww04- Pe 100 Rc Sdr 17 O 110 Mm- Excavations In The Ground Of