Tenders Are Invited For Construction Of A Sidewalk On The Street Sikorskiego In Lipiany On The Section Of 315.63 M

The Subject Of The Order Is The Construction Of A Sidewalk At Ul. Sikorskiego In Lipiany, West Pomeranian Voivodeship, Along District Road No. 1572Z, With A Total Length Of 315.63 M, Carried Out In Two Stages. Both Stages Constitute One, Indivisible Subject Of The Order And Are Obliged To Be Performed By The Contractor.1.1. Stage I - Section 101 Mthe Scope Of Stage I Includes In Particular The Following Works: 1) 30 Cm Deep Troughs Made On Road Widenings, Width Up To 2.5 M In Soil Category Ii-Iv, Width Of The Trough Together With The Curb Footing And Edges - 200 M2.2) Protruding And Lowered Concrete Curbs, Dimensions 15X30 Cm, With The Construction Of A Concrete Footing With Resistance, On Cement And Sand Bedding - 105 M.3) Concrete Edges With Dimensions Of 30X8 Cm On A Concrete Bench 10X10 Cm With Filling The Joints With Cement Mortar - 101 M.4) Construction And Compaction Of The Drainage Layer On The Widenings, Thickness After Compaction 10 Cm - 177 M2.5) Aggregate Bases Broken, Upper Layer, Layer Thickness After Compaction 10 Cm - 177 M2.6) Sidewalks Made Of Rectangular Concrete Paving Stones 20X10 Cm, 8 Cm Thick, On Cement And Sand Ballast - 177 M2. Detailed Requirements, Cross-Sections And Construction Layers Result From The Technical Documentation Of The 101 M Section, Constituting Annexes To Swz: - Annex No. 9A - Construction Design - Section 101 M;– Annex No. 9C – Bill Of Quantities – Section 101 M;– Annex No. 9E – Detailed Technical Specification – Section 101 M;1.2. Stage Ii - Section 214.63 M. Stage Ii Includes The Construction Of A Sidewalk In Four Sections With A Total Length Of 214.63 M And The Construction Of Two Exits. In Particular, It Is Envisaged: Paverage In 4 Sections With A Total Length Of 214.6 M1) Manual Cutting And Clearing Of Bushes And Dense Undergrowth With Removal Of Spoil - 0.015 Ha2) Troughs 30 Cm Deep, Mechanically Made, Pavement Of 214.6 M In 4 Sections, Width Of The Riverbed With A Curb And Edges - 366.4 M2.3) Protruding Concrete Curbs With Dimensions 15X30x100 Cm With The Construction Of A Concrete Footing With Resistance, On A Cement And Sand Ballast, Curbs Protruding On A Straight Line - 90 M.4) Concrete Edges With Dimensions. 8X30x100 Cm On A Regular Concrete Footing With Joints Filled With Cement Mortar - 340.4 M.5) Construction And Compaction Of The Gravel Drainage Layer, Thickness After Compaction 10 Cm - 325.8 M2.6) Substructures Made Of Crushed Aggregates, Upper Layer, Layer Thickness After Compaction 10 Cm - 325.8 M2.7) Sidewalks Made Of Rectangular Concrete Paving Stones 20X10 Cm, 8 Cm Thick, On A Cement And Sand Ballast - 325.8 M2. Slides - 2 Pcs: 8) Troughs, 45 Cm Deep, Made Mechanically: A) Exit No. 1 Together With A Groove For The Curb Footing - 33.3 M2.B) Exit No. 2 Together With A Groove For The Footing Curbs - 34.8 M2.9) Protruding Concrete Curbs With Dimensions 15X30x100 Cm With The Construction Of A Concrete Footing With Resistance, On A Cement And Sand Ballast, Protruding Curbs On The Exit Cu