GTR 110732719
Tenders Are Invited For Reconstruction Of The Storm Sewage System At Ul. Górzysta To Ul. Wichrowa In Strzelin
ICB — International Competitive Bid
Closed
central europe
Tender Information
GTR Reference
110732719
Tendering Authority
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Tender No
ZP.9.2026
Financer Name
Self-Funded
Work Title
Tenders Are Invited For Reconstruction Of The Storm Sewage System At Ul. Górzysta To Ul. Wichrowa In Strzelin
Bid Type
ICB — International Competitive Bid
Country
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Geographical Region
central europe
Political Region
European Union
Last Date of Bid Submission
03-04-2026
Closed
Work Detail
The Scope Of The Order Includes The Renovation Of Ul. Górzysta Along With The Construction Of A Storm Sewage System, Among Others. Via:1. Rainwater Canal From The S21-S24 Well: - Measurement Works For Linear Earthworks - 0.075 Km; - Milling Of Bituminous Surface With Removal Of Demolition Material - 155.4 M2; - Construction Of A Narrow-Space Excavation With A Bottom Width Of Up To 1.5 M And A Depth Of Up To 2 M, 50% Of The Excavation Should Be Taken In Rocky Soil; - Subsoil For Channels And Objects Made Of Loose Materials With A Thickness Of 10 Cm;- Channels Made Of Pvc Pipes;- Concrete Street Drains With A Diameter Of 500 Mm With A Sedimentation Tank Without A Siphon - 2 Pcs; - Excavations For Inlet And Inspection Wells Should Be Assumed To Be 50% Of The Excavation In Rocky Soil; - Inspection Wells Made Of Concrete Rings With A Diameter Of 1000 Mm - 3 Pcs.;- Backfilling Of Linear Trenches With Vertical Walls Along With Compaction;- Removal Of Soil - 60.46 M3;2. Rainwater Canal From The S24-S29 Well: - Measurement Works For Linear Earthworks - 0.107 Km; - Milling Of Bituminous Surface With Removal Of Demolition Material - 370.0 M2; - Construction Of A Narrow-Space Excavation With A Bottom Width Of Up To 1.5 M And A Depth Of Up To 2 M; - Subfloors For Channels And Objects Made Of Loose Materials With A Thickness Of 10 Cm;- Channels Made Of Pvc Pipes;- Concrete Street Drains With A Diameter Of 500 Mm With A Sedimentation Tank Without A Siphon - 2 Pcs; - Excavations For Inlet And Inspection Wells Should Be Assumed To Be 50% Of The Excavation In Rocky Soil; - Inspection Wells Made Of Concrete Rings With A Diameter Of 1000 Mm - 6 Pcs.;- Backfilling Of Linear Trenches With Vertical Walls Along With Compaction;- Removal Of Soil - 138.84 M3;3. Reconstruction Of The Road Ul. Górzysta To Ul. Źródlana To Ul. K. Pułaskiego - Measurement Works For Linear Earthworks - 0.105 Km; - Milling Of Bituminous Surface With Removal Of Demolition Material - 352.0 M2; - Demolition Of Crushed Stone Foundation 70.4 M3; - Mechanical Construction Of A Roadbed Along The Entire Width Of The Road And Sidewalks - 352.0 M2; - Stabilization Of Sand With Cement - 352.0 M2;- Construction Of A Base Made Of Crushed Aggregate - 352.0 M2;- Construction Of A Surface From Mineral-Bituminous Mixtures, Binding And Wearing Layer - 352.0 M2;- Construction Of A Roadside With A Width Of 0.75 M;- Loading And Removal Of Soil - 165.44 M3;4. Renovation Of The Canal In Górzysta Street From Ul. Zielna To Ul. Źródlana - Measurement Works For Linear Earthworks - 0.108 Km; - Milling Of Bituminous Surface With Removal Of Demolition Material - 399.60 M2; - Dismantling Of Inspection Wells, Manholes, Stoneware Pipeline; - Demolition Of Curbs And Sidewalk Surfaces; - Construction Of A Narrow-Space Excavation With A Bottom Width Of Up To 1.5 M And A Depth Of Up To 2M;- Channels Made Of Pvc Pipes;- Installation Of Concrete Sewage Chambers With A Diameter Of 500 Mm – 3 Pcs.;- Installation Of Inspection Chambers
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