RDW in Hrubieszów. Renovation of the surface of the provincial road No. 816 in the towns of Turka, Ladeniska, Zagórnik, Bereżnica, Horodło, Łuszków with a total length of 4.561 km

Croup No. 1 Renovation of the surface of the provincial road No. 816 in the town of Turka, Ladeniska, Zagórnik with a total length of 1.625 km

Zad No. 2 Renovation of the surface of the provincial road No. 816 in the town of Bereżnica, Horodło, Łuszków with a total length of 2.936 km

1. The subject of the contract are construction works consisting in the performance of: renovation of the surface of the provincial road No. 816 in the town of Turka, Ladeniska, Zagórnik, Bereżnica, Horodło, Łuszków with a total length of 4.561 km. including:1) croup no. 1 Renovation of the surface of the provincial road No. 816 in the town of Turka, Ladeniska, Zagórnik with a total length of 1.625 km a. Renovation of the surface of the provincial road No. 816 m. Turka from km 120+993 to km 121+358 length 0.365 km - Surface milling average thickness 4 cm - 22.80 m2- Surface leveling with mineral and asphalt mixture AC16W 35/50 KR 3-4 with diam. Gr. 4 cm, cleaning and sprinkling the surface with asphalt cationic quick-decay emulsion before leveling the surface – 40.00 t- Execution of the wear layer gr. min. 4 cm from the mineral and asphalt mixture AC11S 50/70 KR 3-4 with sprinkling of the surface with cationic asphalt emulsion before laying the wear layer – 2 080.50 m2 - Supplementation of roadsides with non-planting material along with plantation thickness min. 10 cm at a width of 1.0 m – 730.00 m2b. Renovation of the surface of the provincial road No. 816 m. Ladeniska from km 125+749 to km 126+369 length 0.620 km - Mechanical exposure of the edge of the road at a width of 1 m on both sides (except exits and inlets of roads) – 1 240,00 m2- Milling of the surface average thickness 4 cm – 22,80 m2- Leveling the surface with mineral and asphalt mixture AC16W 35/50 KR 3-4 with diam. thickness 4 cm, cleaning and sprinkling the surface with asphalt cationic emulsion before leveling the surface – 10 t

- Execution of the wear layer gr. min. 4 cm from the mineral and asphalt mixture AC11S 50/70 KR 3-4 with sprinkling of the surface with cationic asphalt emulsion before laying the wear layer – 3 534,00 m2 - Supplementation of roadsides with non-planting material with plantation thickness min. 10 cm at a width of 1.0 m – 1 240.00 m2c. Renovation of the surface of the provincial road No. 816 m. Zagórnik from km 141+810 to km 142+450 length 0.640 km - Mechanical exposure of the road edge at a width of 1 m on both sides (except exits and inlets of roads) – 1 320.00 m2- Milling of the surface average thickness 4 cm – 57 m2

- Leveling the surface with mineral and asphalt mixture AC16W 35/50 KR 3-4 with avg. thickness 4 cm, cleaning and sprinkling the surface with asphalt cationic emulsion before leveling the surface – 371 t- Execution of the wear layer gr. min. 4 cm from mineral and asphalt mix AC11S 50/70

KR 3-4 with sprinkling the surface with asphalt cationic quick-decay emulsion before laying the wear layer – 3 710.70 m2- Supplementation of roadsides with non-planting material along with plantation thickness min. 10 cm at a width of 1.0 m – 1 302.00 m2

Croup No. 2 Renovation of the surface of the provincial road No. 816 in the town of Bereżnica, Horodło, Łuszków with a total length of 2.936 km a.Renovation of the surface of the provincial road No. 816 m. Bereżnica from km 152+007 to km 152+404 length 0.397 km - Mechanical exposure of the edge of the road on a width of 1 m on both sides (except exits and inlets of roads) – 786.00 m2- Milling of the surface average thickness 4 cm – 22.40 m2- Surface leveling with mineral and asphalt mixture AC16W 35/50 KR 3-4 with diam. thickness 4 cm, cleaning and sprinkling the surface with asphalt cationic fast-decay emulsion before leveling the surface – 70,00 t- Execution of the 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 – 2 200.80 m2- Supplementation of roadsides with non-planting material along with plantation of min. 10 cm at a width of 1.0 m – 786.00 m2b. Renovation of the surface of the provincial road No. 816 m. Bereżnica from km 152+764 to km 153+406 length 0.642 km - Mechanical exposure of the road edge at a width of 1 m on both sides (except exits and inlets of roads) – 1 276,00 m2- Milling of the surface average thickness 4 cm – 22,80 m2- Leveling the surface with mineral and asphalt mixture AC16W 35/50 KR 3-4 with diam. thickness 4 cm, cleaning and sprinkling the surface with cationic asphalt emulsion before leveling the surface – 120,00 t- Execution of the wear layer gr. min. 4 cm from the mineral and asphalt mixture AC11S 50/70 KR 3-4 with sprinkling of the surface with cationic asphalt emulsion before laying the wear layer – 3 593.60 m2 - Supplementation of roadsides with non-planting material with plantation thickness min. 10 cm at a width of 1.0 m – 1 276.00 m2c. Renovation of the surface of the provincial road No. 816 m. Horodło from km 157+256 to km 158+329 length 1.073 km - Mechanical exposure of the edge of the road at a width of 1 m on both sides (except exits and inlets of roads) – 2 142.00 m2- Milling of the surface average thickness 4 cm – 24.40 m2- Surface leveling with mineral and asphalt mixture AC16W 35/50 KR 3-4 with diam. thickness 4 cm, cleaning and sprinkling the surface with cationic asphalt emulsion before leveling the surface – 195 t- Execution of the wear layer gr. min. 4 cm from the mineral and asphalt mixture AC11S 50/70 KR 3-4 with sprinkling of the surface with cationic asphalt emulsion before laying the wear layer – 6 466.90 m2- Supplementation of roadsides with non-planting material along with plantation of min. 10 cm at a width of 1.0 m – 1 733.00 m2d. Renovation of the surface of the provincial road No. 816 m. Łuszków from km 161+398 to km 162+078 length 0.680 km - Mechanical exposure of the road edge at a width of 1 m on both sides (except exits and inlets of roads) – 1 360,00 m2- Milling of the surface average thickness 4 cm – 24,00 m2- Leveling the surface with mineral and asphalt mixture AC16W 35/50 KR 3-4 with diam. thickness 4 cm, cleaning and sprinkling the surface with asphalt cationic emulsion before leveling the surface – 130,00 t- Execution of the 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 – 4 080,00 m2- Supplementation of roadsides with non-planting material along with plantation thickness min. 10 cm at a width of 1.0 m – 740.00 m2 e. Renovation of the surface of the provincial road No. 816 m. Łuszków from km 163+096 to km 163+240 length 0.144 km - Mechanical exposure of the road edge to a width of 1 m on both sides (except exits and inlets of roads) – 286.00 m2- Milling of the surface average thickness 4 cm – 22.80 m2- Leveling the surface with mineral and asphalt mixture AC16W 35/50 KR 3-4 with diam. thickness 4 cm, cleaning and sprinkling the surface with cationic asphalt emulsion before leveling the surface 40 t- Execution of a wear layer gr. min. 4 cm from the mineral and asphalt mixture, etc...