Renovation of the surface of the provincial road No. 852 in the town of Telatyn from km 20+495 to km 22+400
The subject of the contract are construction works consisting in the performance of: renovation of the surface of the provincial road No. 852 in the city of Warsaw. Telatyn from km 20+495 to km 22+4001) Measuring works from km 20+495 to km 22+400 - 1 905 km
2) Mechanical exposure of the edge of the road to a width of 1 m on both sides (except exits, bus bays and road inlets) - 2 689,00 m²
3) Corrective milling (average milling thickness 3 cm) along with mechanical cleaning of the surface (material obtained from milling for bringing to the Tyszowce OD area) – 11 832,00 m²
4) Leveling the surface with mineral and asphalt mixture AC16W 35/50 KR 3-4 with diam. thickness 3 cm sprinkling the surface with asphalt cationic emulsion before leveling the surface – 50 t
5) Making a binding layer from the mineral and asphalt mixture AC16W 35/50 KR 3-4 with a thickness of min. 4 cm with sprinkling of the surface with cationic asphalt emulsion before laying the binding layer - 11 760,00 m2
6) Making a wear layer gr. min. 4 cm from mineral and asphalt mixture AC11S 50/70 KR 3-4 with sprinkling of the surface with cationic asphalt emulsion before laying the wear layer – 11 760,00 m2
7) Making a wear layer gr. min. 4 cm from mineral and asphalt mixture AC11S 50/70 KR 3-4 with sprinkling of the surface with cationic asphalt emulsion before laying the wear layer - connection of the new surface with the existing surface – 72 m2
8) Making a wear layer gr. min. 4 cm from mineral and asphalt mixture AC11S 50/70 KR 3-4 with milling, cleaning and sprinkling the surface with cationic asphalt emulsion before laying the wear layer - inlets of subordinate roads – 616,00 m2
9) Making a wear layer gr. min. 4 cm from mineral and asphalt mixture AC11S 50/70 KR 3-4 with milling, cleaning and sprinkling the surface with cationic asphalt emulsion before laying the wear layer - bus bays – 284,00 m2
10) Making a wear layer gr. min. 4 cm from mineral and asphalt mixture AC11S 50/70 KR 3-4 with milling, cleaning and sprinkling the surface with cationic asphalt emulsion before laying the wear layer - bituminous descents – 456,00 m2
11) Hardening of the surface of ground descents and dirt roads with the destruction from milling with compaction – 281.00 m2
12) Hardening of the surface of aggregate slopes with compaction – 203,00 m2
13) Hardening of roadsides with aggregate thickness min. 8 cm by a width of 1.0 m with profiling and compaction of the ground (without exits, bus bays and road inlets) – 2 689.00 m2
14) Supplementation of roadsides with non-planted material along with plantation and grass sowing, thickness min. 8 cm at a width of min. 0.5 m (except for a part of the hardened roadside - obtaining material within the scope of the Contractor) – 1 344.50 m2
15) Dismantling concrete curbs 20x30 cm protruding and embedded on cement-sand ballast (curbs to be placed on the Contractor's pallets along with loading, transport and unloading in the Tyszowce Pond) - bus bays – 120,00 m
16) Setting new concrete curbs protruding, laid flat and embedded 20x30 cm with concrete benches made of concrete C16/20 (B-20) on cement-sand ballast - bus bays and exit - 120 m
17) Dismantling concrete edging 6x20 cm on cement-sand ballast (edging to be placed on the Contractor's pallets along with loading, transport and unloading in the Tyszowce Pond) - bus bay – 56,00 m
18) Setting new concrete edging measuring 20x6 cm on cement-sand ballast 4 cm thick and filling the joints with sand - bus bay – 56,00 m
19) Transmission of the surface of concrete paving stones 6 cm thick with the addition of cement-sand ballast and filling the joints with sand (sidewalks and band at the platforms) - bus bays – 145,00 m2
etc...