Reconstruction Of The District Road No. 2724C On The Kłokock-Złowody-Szpiegowo Route, I.E.: - Mechanical Cleaning Of The Improved Road Surface (Bit.) (Road Edge 0.5 M Wide. Scope Of Works: 2085 M * 0.5 M * 2 = 2085 M2 - Sprinkling The Cleaned Surface With Asphalt Emulsion In Quantity 0.6 Kg/M². Range Works: 2085 M X 5.2 M = 10,842.00 M2 + (Intersection With The Province - 10 M2) + Intersection With Radomice-Kłokock - 38 M2) = 10,890 - Leveling The Surface With Mineral-Bituminous Mass According To Pn-En In The Amount Of 100 Kg/ M². Scope Of Works: As Above - Execution Of A Single Surface Consolidation Of The Bituminous Surface Using A 70% Quick-Disintegrating Cationic Asphalt Emulsion And Natural Or Artificial Aggregate Used For Surface Consolidation. 5/8 Mm. Scope Of Works As Above - Roadside Felling Made Mechanically By Cutting Off Excessive Places, Diameter Thickness. 10 Cm With Backfilling, Compaction Of Depressions And Filling And Leveling To A Slope Of 6%, As Well As Cleaning The Road After The Works, Loading The Excess Excavated Material Onto A Self-Unloading Truck And Transporting It To A Storage Dump At A Distance Of Up To 10 Km - Land To Be Developed By The Contractor. Scope Of Works: 2085M X 1.0 X 2 = 4170-Replacement Of A Culvert Made Of Concrete Elements With A Diameter Of 50 Cm. The Item Includes: Excavation, Dismantling The Existing Culvert Made Of Concrete Elements, Making A Footing For The Pipe With Bedding Made Of Natural Aggregate (Mixed) With Grain Size 0-20 Mm, Laying A Pehd Pipe With A Diameter Of 50 Cm, Backfilling With Compaction In Layers, Construction Of The Foundation From Crushed Aggregate. 0/31.5 Mm, Thickness In-Out After Compacting 20 Cm., Leveling The Foundation With Mineral And Bituminous Mass According To Pn-En In The Amount Of 75 Kg/M² And Construction And Strengthening Of The Culvert Slopes With Paving On A 10 Cm Thick Cement And Sand Ballast (Strengthening The Slope To The Height Of The Roadside). Location: 10 M In Km Of Road 2+071 - Replacement Of A Culvert Made Of Concrete Elements With A Diameter Of 60 Cm. The Item Includes: Excavation, Dismantling The Existing Culvert Made Of Concrete Elements, Making A Footing For The Pipe With A Bedding Made Of Natural Aggregate (Compound) With A Grain Size Of 0- 20 Mm, Laying A Pehd Pipe With A Diameter Of 60 Cm, Backfilling And Compacting In Layers, Construction Of The Foundation From Crushed Aggregate. 0/31.5 Mm, Thickness In-Out After Compacting 20 Cm., Leveling The Foundation With Mineral And Bituminous Mass According To Pn-En In The Amount Of 75 Kg/M² And Construction And Strengthening Of The Culvert Slopes With Paving On A 10 Cm Thick Cement And Sand Ballast (Strengthening The Slope To The Height Of The Roadside) Location: 10 Mb In Km Of Road 0+720 10 Mb In Km Of Road 0+998 10 M In Km Of Road 1+484 Location Of The Works Section: From Km 0+000 To Km 2+085 (2.085 Km)
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