GTR 108555962

Tenders Are Invited For Resurfacing Of District Road No. P 1619 R Zarzecze - Pełnatycze - Bystrowice Along With Renovation Of The Sidewalk - Stage Ii

ICB — International Competitive Bid Closed central europe
Tender Information
GTR Reference
108555962
Tendering Authority
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Tender No
EZ.3311.2.2026
Financer Name
Self-Funded
Work Title
Tenders Are Invited For Resurfacing Of District Road No. P 1619 R Zarzecze - Pełnatycze - Bystrowice Along With Renovation Of The Sidewalk - Stage Ii
Bid Type
ICB — International Competitive Bid
Country
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Geographical Region
central europe
Political Region
European Union
Last Date of Bid Submission
20-02-2026 Closed
Work Detail
The Subject Of The Order Is: Renovation Of The District Road P 1619R Zarzecze - Pełnatycze - Bystrowice At Km 1 + 740 - 3 + 166. The Scope Of The Order Includes: 1. Preparatory And Demolition Works:• Measurement Works For Linear Earthworks - Road Routes In Hilly Or Mountainous Terrain.• Milling Of Surfaces Made Of Mineral And Bituminous Masses. 4Cm• Dismantling Sidewalks Made Of 6 Cm Thick Paving Stones On A Cement-Sand Ballast• Dismantling Lawn Edges Measuring 8X30 Cm On A Sand Ballast• Dismantling Concrete Curbs On A Cement-Sand Ballast• Dismantling Sewage From Concrete Elements Thick. 15 Cm On Cement-Sand Ballast2. Earthworks + Foundation:• Excavations And Trenches With A Depth Of Up To 3.0 M, Made With Backhoe Excavators With A Bucket Capacity Of 0.25 - 0.60 M3, In Category I-Ii Soil.• Backfilling Of Longitudinal And Point Foundation Excavations, Ditches, And Object Excavations With Bulldozers With Mechanical Compaction And Rammers (Loose Layer Thickness 25 Cm) - Category. Soil Iii-Iv• Main Beds 30 Cm Performed In Soil Of Categories Ii-Iv On Road Or Sidewalk Widenings• Subgrade Profiling And Compaction Performed Mechanically In Soil Of Categories Ii-Iv For The Construction Layers Of The Pavement• Subbase Made Of Soil Stabilized With Cement In The Amount Of 20 Kg/M2, Layer With A Thickness Of 15 Cm After Compaction• Upper Layer Of The Subgrade Made Of Crushed Aggregates With A Thickness Of 15 Cm3 After Compaction. Street Elements:• Construction Of A Retaining Wall From Prefabricated Elements, Type L 60 X 40 (2+490 - 2+670)• Rigid Protective Handrails With A Handrail And Draft Made Of Pipes Dia. 60 And 38 Mm With A Spacing Of Posts Made Of Pipes With A Diameter Of 60 Mm Every 1.5 M (Barrier U11a)• Sewage From Concrete Elements Thick. 15 Cm On Cement-Sand Bedding (Drainage Channels From Dismantling)• Concrete Footing For Edging With Resistance• Concrete Edging Dimensions 30X8 Cm On Sand Bedding, Joints Filled With Cement Mortar (Edging From Dismantling, 30% New)• Footing For Concrete Curbs With Resistance• Protruding Concrete Curbs Measuring 15X30 Cm Without Footings On A Cement-Sand Ballast• Sidewalks Made Of 6 Cm Thick Concrete Paving Stones On A Cement-Sand Ballast, With Joints Filled With Sand (Dismantled Cubes, 10% Of New Cubes)4. Surface:• Mechanical Cleaning Of Bituminous Road Surfaces• Sprinkling Of Asphalt On The Road Surfaces• Leveling Of The Existing Foundation With A Mineral-Bituminous Asphalt Mixture, Mechanical• Leveling Of The Existing Foundation With A Mineral-Bituminous Asphalt Mixture, Mechanical• Sprinkling Of Asphalt On The Road Surfaces• Surfaces Made Of Mineral-Bituminous Asphalt Mixtures With A Thickness Of 4 Cm After Compaction (Wearing Layer)• Surfaces With Mineral-Bituminous Asphalt Mixtures With A Thickness After Compaction Of 4 Cm (Wearing Layer) (Exits) • Profiling Of Roadsides - Leveling With Filling With A Mixture Of 0-31.50 Mm With A Diameter Of Layer Thickness Of 10 Cm After Compaction4.1 The Detailed Scope Of Wo
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