|
The Subject Of The Order Is: Reconstruction Of The Entrance To The Northern Municipal Cemetery In Warsaw On The Section From The Farm Square To The Intersection With The Road Marked With Inventory Number 1333 And Renovation Of Damaged Asphalt Roads With Inventory Numbers: 1332, 1340, 1337, 1338 And 1498, Consisting Of: Reconstruction Of The Entrance To The Cemetery Komunalny Północna In Warsaw On The Section From The Utility Square To The Intersection With The Road Marked With Inventory Number 1333 (To The Axis Of The So-Called Ns Road). The Reconstruction Will Consist In Widening The Existing Road (Marked In Green) By Demolishing The Existing Edge On The Widening Side (Widening Marked In Red) And Widening This Road By 2 M. The Scope Of Works Related To The Widening Of The Existing Road Will Consist In: - Demolition Concrete Edges With Dimensions Of 8 X 30 Cm - Photo Of The Layer Of Topsoil Thick. 15 Cm - Constructing A Trough At A Depth Of 41 Cm For The Foundation, A Section Of The Road Constituting A Widening, - Constructing Concrete Footings With Dimensions Of 0.2 X 0.15 With A Concrete Resistance Of At Least Class C12/15 For Concrete Edges, - Laying Embedded Concrete Edges With Dimensions Of 8 X 30 Cm On Concrete Footings, Joints Filled With Cement Mortar, - Execution Of The Layer Seeping From Compacted Sand, 10 Cm Thick, - Making The Lower Base Layer Of Crushed Aggregate, 26 Cm Thick After Compaction, - Making The Upper Layer Of The Base Base From Mechanically Compacted Crushed Aggregate, 12 Cm Thick After Compaction, - Making A Surface From A Mineral-Bituminous Mixture, Asphalt, 4 Cm Thick - Binding Layer, - Making A Surface From A Mineral-Bituminous Mixture Bituminous Asphalt 4 Cm Thick - Wearing Course, - Changing The Height Of Existing Road Surfaces To Be Widened, - Removing Construction And Disposal Of Rubble And Soil From Demolitions. In The Scope Of Renovation Of Damaged Roads With Asphalt Surface With Inventory Numbers: 1332, 1340, 1337, 1338 And 1498, (Roads 1338 And 1498 Intended For Partial Renovation), Works Consisting In: - Demolition Of Concrete Edges With Dimensions Of 8 X 30 Cm - Demolition Of The Existing Asphalt Road Surface; - Demolition Of The Foundation Made Of 12-Gauge Stone Aggregate - Construction Of A Trough To A Depth Of 36 Cm For The Foundation Of The Road Being Renovated (Near The Tombstones, Manually And Mechanically On The Remaining Length), - Construction Of Concrete Footings With Dimensions 0.2 X 0.15 With A Minimum Concrete Resistance Of Class C12/15 For Concrete Edges, - Laying Embedded Concrete Edges With Dimensions Of 8 X 30 Cm On Concrete Footings, Joints Filled With Cement Mortar, - Making A Drainage Layer Of Compacted Sand 10 Cm Thick, - Making A Lower Layer Of Foundation Made Of Crushed Aggregate 26 Cm Thick After Compaction, - Execution Of The Upper Layer Of The Foundation From Mechanically Compacted Crushed Aggregate With A Thickness Of 12 Cm After Compaction, - Execution Of A Surface From A 4 Cm Thi
|
