GTR 71308413
Tenders Are Invited For Reconstruction Of The District Road No. 4528W Zwoleń - Baryczka - (Janowiec) Consisting In The Construction Of A Sidewalk In Zwoleń, Ul. Wiślana
ICB — International Competitive Bid
Closed
Central Europe
Tender Information
GTR Reference
71308413
Tendering Authority
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Tender No
PZD.T.262.04.2023
Financer Name
Self-Funded
Work Title
Tenders Are Invited For Reconstruction Of The District Road No. 4528W Zwoleń - Baryczka - (Janowiec) Consisting In The Construction Of A Sidewalk In Zwoleń, Ul. Wiślana
Bid Type
ICB — International Competitive Bid
Country
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Geographical Region
Central Europe
Political Region
European Union
Last Date of Bid Submission
27-10-2023
Closed
Work Detail
1. The Subject Of The Order Is The Execution Of Construction Works Consisting In: Reconstruction Of The Sidewalk Along The District Road No. 4528W Zwoleń - Baryczka In The Town Of Zwoleń Ul. Vistula. 2. The Scope Of Works Includes: I. Preparatory Works: 1) Measurement Works During Road Works For A Road Route In Plain Terrain Together With The Preparation Of A Geodetic Inventory - Length 0.391 Km; 2) Demolition Of Concrete Box Culverts With Dimensions 40 X 40 Cm – 5.50 M; 3) Demolition Of Concrete Box Culverts Ø 50 Cm – 7.00 M; 4) Demolition Of Bituminous Surfaces (Made Of Asphalt Concrete) Of Economic Congresses, Gr. 4 Cm – 207.10 M2; 5) Demolition Of The Foundation From Stabilized Soil, Utility Slopes Group. 15 Cm – 207.10 M2; 6) Demolition Of Paving Stone Surfaces, Regular Utility Ramps On Cement And Sand Topping - 11.50 M2; Ii. Earthworks: 7) Works Carried Out With Excavators, Including Removal And Delivery Of Soil With Self-Unloading Vehicles, Over A Distance Of 1 Km, Category Iii Soil (Construction Of A Pedestrian Route) - 488.75 M3; Iii. Street Sewage And Culverts Under Exits: 8) Laying The Outpatient Sewage From Gray Concrete Paving Stones, Thickness. 8 Cm On A Cement-Sand Ballast Thick. 4 Cm And Base Made Of C12/15 Concrete, 20 Cm Thick, Joints Filled With Cement Mortar And Filling The Joint With The Road Surface With Mineral And Bituminous Mass - 78.30 M2; 9) Installation Of Street Curb Inlets With A Ø 50 Cm Sewage Chamber With A Settling Tank Without A Siphon - 5 Pcs.; 10) Installation Of Sewers Made Of Pvc Pipes Ø 160 Mm To Drain Water From The Road Under The Sidewalk - 14.00 M; 11) Pehd Pipe Culverts Under Exits, Ø 40 Cm, On A Bench Made Of Crushed Stone Aggregate, Thickness. 15 Cm – 43.00 M; Iv. Base: 12) Construction Of A Drainage Layer Of Sand After Compacting The Thickness. 10 Cm In The Trough – 766.20 M2; 13) Construction Of The Surface From Crushed Aggregate - Sorted Crushed Stone 0-31.5 Mm Layer Thickness. 15 Cm - Entrances Behind The Sidewalk - 28.90 M2; V. Curbs And Edges: 14) Protruding Concrete Curbs With Dimensions 15 X 30 Cm With The Construction Of Concrete Footings C12/15 (B-15) With Resistance - 395.50 Linear Meters; 15) Concrete Edging Dimensions. 20 X 6 Cm On Cement And Sand Topping, Joints Filled With Cement Mortar - 405.00 M; Vi. Street Elements, Surfaces (Sidewalks, Entrances): 16) Subsoil Profiling And Compaction Performed Manually In Category Ii-Iv Soil For Pavement Construction Layers - 766.20 M2; 17) Cement And Sand Base, Mechanically Compacted 2.5 Mpa, Layer Thickness 15 Cm On The Sidewalk - 650.10 M2; 18) Cement And Sand Foundation, Mechanically Compacted 5.0 Mpa, Layer Thickness 15 Cm At The Entrances - 116.10 M2; 19) Sidewalk Made Of Colored Vibro-Pressed Concrete Blocks. 6 Cm Laid On A Cement And Sand Base, Including Anti-Slip Tiles In The Amount Of 3.2 M2 - 650.10 M2; 20) Entrances Made Of Gray Vibro-Pressed Concrete Cubes. 8 Cm Laid On Cement And Sand Ballast – 116.10 M2; Vii. Finishing And Accompanying Works: 21) Manual Planting Of Native Soil Surfaces (Including The Delivery Of Fertile Soil And The Shaping Of A Pavement Ditch) - Green Areas - 495.75 M2; 22) Strengthening The Slopes Of Ditches With Concrete Slabs. Openwork 60X40x10 Cm, Filling Free Spaces With Topsoil – 9.52 M2; Viii. Road Markings: 23) Strengthening The Slopes Of Ditches With Concrete Slabs. Openwork 60X40x10 Cm Filling Empty Spaces With Humus - 2 Sets; 24) Horizontal Road Marking With Thick-Layer Chemically Hardened Material, Broken Lines - 23.07 M2; 25) Horizontal Road Marking With Thick-Layer Chemically Hardened Material, Broken Lines - 12.00 M2; 26) Setting Up Posts Made Of Galvanized Steel Pipes Ø 50 Mm For Road Signs, Including Making And Filling Holes And Concreting - 2 Pcs.; 27) Installation Of Medium-Sized D-Type Signs, Reflective Foil On A Fluorescent Background (D-6) – 2 Pcs.; 28) Installation Of Horizontal Point Marking Elements, Double-Sided Cat Eyes - 6 Pcs. 3. The Detailed Scope Of Work Was Specified In The Offer Cost Estimate - Annex No. 2 To The Swz And Technical Documentation - Annex No. 9 To The Swz.
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