Poland - Road repair work

Description

1) Performing partial repairs of road surface - Regional Roads Regional Roads Road District in Janów Podlaski:- Filling cavities with mineral-asphalt mix AC11S (with frame) - 110.00 t - Filling cavities with mineral-asphalt mix AC11S (without frame) - 50.00 t - Filling cavities with mineral-asphalt mix with recycler - 30.00 t - Surface fixation - 2 550.00 m2- Layers, thickness: 0.5 mm. min. 4 cm from mineral-asphalt mix AC11S 50/70 KR 3-4 with milling, cleaning and liquefaction of the surface over 50 m2 - 990.00 t- Filling of concrete ruts AC11S with milling of the surface over 50 m2 - 300.00 t- Milling of the surface average thickness of 4 cm - 350.00 m2- Execution of the binding layer from mineral-asphalt mix AC16W 35/50 KR 3-4 with min. thickness. 6 cm - 300.00 m2- Fabrication of an abrasive layer of mineral-asphalt mixture AC11S 50/70 KR 3-4 with a thickness of min. 4 cm - 300.00 m2- Complement the shoulder with aggregate of min. 10 cm together with profiling and soil compaction - 2,000 m22) Repairing breakthroughs - 100.00 m2, including: - Fabrication of an abrasive layer of mineral-asphalt mix AC11S 50/70 KR 3-4 with a thickness of 4 cm - Fabrication of a binding layer of mineral-asphalt mix AC16W 35/50 KR 3-4 with a thickness of 6 cm - Fabrication of a foundation layer of mineral-asphalt mix AC22PW 35/50 KR 3-4o thickness. 8 cm- Layer of substructure made of unbound mixture C90/3- mechanically broken stone aggregate 0-31.5 mm thick 20 cm- Layer of substructure made of cement-bound mixture C5/6 - cement-stabilized soil 5 MPa thick 15 cm- Demolition of 38-53 cm thick surface. List of roads covered by task no. 1 Road circumference in Janów PodlaskieDW 811 - war thickness - Konstantynów - m thick. Biała Podlaska from km 16+218 to km 38+169DW 812 - gr. m. Biała Podlaska - Wisznice, skrz. z dr. kraj. nr 63 od km 6+150 do km 37+192DW 816 - Terespol, skrz. z dr. kraj. nr 2 - Kodeń, skrz. z dr. pow. nr 1056L od km 0+000 do km 17+930DW 698 - gr. woj. - Konstantynów - Janów Podlaski - Terespol, skrz. z dr. kraj. no. 2 from km 53+880 to km 102+385 1) Performing partial repairs of road surfaces - Regional Roads Region - Road District in Łuków:- Filling cavities with mineral-asphalt mix AC11S (with frame) - 25.00 t - Filling cavities with mineral-asphalt mix AC11S (without frame) - 20.00 t - Filling cavities with mineral-asphalt mix with recycler - 10.00 t - Surface fixation - 1250.00 m2- Layers, thickness: 0.5 mm min. 4 cm from mineral-asphalt mix AC11S 50/70 KR 3-4 with milling, cleaning and sprinkling of the area above 50 m2 - 995.00 t- Filling of concrete ruts. Asphalt AC11 S with milling over 50 m2 - 100.00 t- Milling of the surface average thickness 4 cm - 230.00 m2- Execution of the binding layer of mineral-asphalt mixture AC16W 35/50 KR 3-4 with min. thickness. 6 cm - 200.00 m2- Fabrication of an abrasive layer made of mineral-asphalt mixture AC11S 50/70 KR 3-4 with a thickness of min. 4 cm - 200.00 m2- Complete the shoulder with aggregate for min. 10 cm with profiling and soil compaction - 2,000 m2 - Removal of transverse and longitudinal cracks - 70.00 mb2) Repair of gorges - 100,00 m2- Fabrication of an abrasive layer of mineral-asphalt mix AC11S 50/70 KR 3-4 with a thickness of 4 cm- Fabrication of a binding layer of mineral-asphalt mix AC16W 35/50 KR 3-4 with a thickness of 6 cm- Fabrication of a base layer of mineral-asphalt mix AC22PW 35/50 KR 3-4o gr. 8 cm- Layer of substructure made of unbound mixture C90/3- mechanically broken aggregate 0-31.5 mm thick, 20 cm thick - Layer of substructure made of cement-bound mixture C5/6 - cement-stabilized soil 5 MPa, 15 cm thick - Demolition of 38-53 cm thick surface. List of roads covered by task no. 2 Road circumference in ŁukowieDW 806 - Łuków skrz. z dr. kraj. nr 63 - Międzyrzec Podl. skrz. No. 19 from km0+000 to km 27+690DW 808 - Łuków skrz. z dr. kraj. No. 63 - Kock skrz. z dr. kraj nr 19 from km 0+000 to km 41+591DW 813 - Międzyrzec Podl. skrz. z dr. kraj. nr 19 - Kwasówka, gr. Bialski district from km 0+000 to km 20+795DW 803 - Gr. woj. - Stoczek Łukowski, skrz. z dr. kraj. no. 74 from km 36+988 to km 41+034DW 807 - gr. woj. - Jarczew - Łuków skrz. z dr. kraj. No. 74 from km 34+408 to km 69+067 1) Performing partial repairs of road surfaces - Regional Roads District of the Chełm Road District:- Filling cavities with mineral-asphalt mix AC11S (with frame) - 300,00 t - Filling cavities with mineral-asphalt mix AC11S (without frame) - 200,00 t - Filling cavities with mineral-asphalt mix with recycler - 25,00 t - Surface fixation - 1673,00 m2- Layers gr. min. 4 cm from mineral-asphalt mix AC11S 50/70 KR 3-4 with milling, cleaning and sprinkling of the area above 50 m2 - 240.00 t- Filling of concrete ruts. Asphalt AC11 S with milling over 50 m2 - 120.00 t - Milling of the surface - average thickness 4 cm - 250.00 m2 - Execution of the binding layer of mineral-asphalt mixture AC16W 35/50 KR 3-4 min. 6 cm - 600.00 m2- Fabrication of an abrasive layer made of mineral-asphalt mixture AC11S 50/70 KR 3-4 with a thickness of min. 4 cm - 600.00 m2- Complement the shoulder with aggregate of min. 10 cm with profiling and soil compaction - 200 m2 - Removal of transverse and longitudinal cracks - 0.00 mb2) Repair of gorges - 100,00 m2- Fabrication of an abrasive layer of mineral-asphalt mix AC11S 50/70 KR 3-4 with a thickness of 4 cm- Fabrication of a binding layer of mineral-asphalt mix AC16W 35/50 KR 3-4 with a thickness of 6 cm- Fabrication of a base layer of mineral-asphalt mix AC22PW 35/50 KR 3-4o gr. 8 cm- Layer of substructure made of unbound mixture C90/3- mechanically broken stone aggregate 0-31.5 mm thick 20 cm- Layer of substructure made of cement-bound mixture C5/6 - cement-stabilized soil 5 MPa, 15 cm thick - Demolition of 38-53 cm thick surface - Road circumference in ChełmDW 812 - White Substructure - Wisznice - Włodawa - Chełm - Rejowiec - Krasnystaw from km 99+436 to km 150+981DW 844 - Chełm - Hrubieszów - Dołhobyczów - State border from km 6+714 to km 26+988DW 839 - Cyców - Cyców Siedliszcze - Marynin - Rejowiec from km 0+000 to km 27+895DW 841 - Cyców - Wierzbica - Pond from km 0+000 to km 29+117DW 843 - Chełm - Kraśniczyn - Zamość from km 1+552 to km 26+452 1. Carrying out partial repairs of road surfaces - Region of Voivodship Roads Road District in Krzczonowo: - Filling the defects with AC11S mineral-asphalt mix (with frame) - 260.00 t - Filling the defects with AC11S mineral-asphalt mix (without frame) - 160.00 t - Filling the defects with mineral-asphalt mix from recycler - 20.00 t - Surface fixation - 1527.00 m2 - Layers gr. min. 4 cm from mineral-asphalt mix AC11S 50/70 KR 3-4 with milling, cleaning and sprinkling of the area above 50 m2 - 240.00 t- Filling of concrete ruts. Asphalt AC11 S with milling over 50 m2 - 100.00 t- Milling of the surface - average thickness 4 cm - 200.00 m2- Execution of the bonding layer of mineral-asphalt mixture AC16W 35/50 KR 3-4 with min. thickness. 6 cm - 600.00 m2- Fabrication of an abrasive layer made of mineral-asphalt mixture AC11S 50/70 KR 3-4 with a thickness of min. 4 cm - 600.00 m2- Complement the shoulder with aggregate of min. 10 cm with profiling and soil compaction - 200 m22. Execution of the repair of breakthroughs - 100.00 m2- Execution of the wearing course from the mineral-asphalt mix AC11S 50/70 KR 3-4 with a thickness of 4 cm- Execution of the binding course from the mineral-asphalt mix AC16W 35/50 KR 35/50 KR 3-4 with a thickness of 6 cm- Execution of the base course from the mineral-asphalt mix AC22PW 35/50 KR 3-4o thickness. 8 cm- Layer of the substructure made of unbound mixture C90/3- mechanically broken stone aggregate 0-31.5 mm thick 20 cm- Layer of the substructure made of cement-bound mixture C5/6 - cement-stabilized soil 5 MPa thick. 15 cm - Demolition of 38-53 cm thick surface.List of roads covered by task no. 4 Road District in KrzczonowoDW 842 - Rudnik Szlachecki - Wysokie - Krasnystaw from km 28+585 to km 67+002DW 846 - Małochwiej Duży - Wojsławice - Teratyn from km 0+000 to km 13+855DW 829 - Łucka - Łuck Łęczna - Biskupice from km 22+073 to km 40+245DW 837 - Piaski - Żółkiewka - Nielisz - Sitaniec from km 0+000 to km 43+085DW 838 - Głębokie - Dorohucza - Fajsławice from km 0+000 to km 24+797 - List of roads covered by task no. 3 - ChełmDW 812 - Biała Podl. - Wisznice - Włodawa - Chełm - Rejowiec - Krasnystaw from km 99+436 to km 150+981DW 844 - Chełm - Hrubieszów - Dołhobyczów - State border from km 6+714 to km 26+988DW 839 - Cyców - Siedliszcze - Marynin - Rejowiec from km 0+000 to km 27+895DW 841 - Cyców - Wierzbica - Staw from km 0+000 to km 29+117DW 843 - Chełm - Kraśniczyn - Zamość from km 1+552 to km 26+452 1) Performing partial repairs of road surfaces - Regional Roads Regional Roads Road District in Hrubieszów:- Filling cavities with mineral-asphalt mix AC11S (with frame) - 363.00 t - Filling cavities with mineral-asphalt mix AC11S (without frame) - 30.00 t - Filling cavities with mineral-asphalt mix with recycler - 5.00 t - Surface fixation - 3040.00 m2- Layers gr. min. 4 cm from mineral-asphalt mix AC11S 50/70 KR 3-4 with milling, cleaning and sprinkling of the area above 50 m2 - 60.00 t- Filling of concrete ruts. Asphalt AC11 S with milling area over 50 m2 - 334.00 t- Milling of pavement average thickness 4 cm - 20.00 m2- Complementing the roadsides with aggregates of min. thickness. 10 cm with profiling and soil compaction - 200 m22) Renovation of breakthroughs - 73.00 m2- Execution of an abrasive layer of mineral-asphalt mix AC11S 50/70 KR 3-4 with a thickness of 4 cm - Execution of a binding layer of mineral-asphalt mix AC16W 35/50 KR 3-4 with a thickness of 6 cm - Execution of a foundation layer of mineral-asphalt mix AC22PW 35/50 KR 3-4o gr. 8 cm- Layer of substructure made of unbound mixture C90/3- mechanically broken stone aggregate 0-31.5 mm thick 20 cm- Layer of substructure made of cement-bound mixture C5/6 - cement-stabilized soil 5 MPa thick 15 cm- Demolition of 38-53 cm thick surface. List of roads covered by task no. 5- Road circuit in HrubieszówDW 844 - Chełm - Hrubieszów - Witków - Dołhobyczów - gr. From km 24+951 to km 54+781DW 844 - Chełm - Hrubieszów - Witków - Dołhobyczów - gr. Your section of the former DK from km 54+781 to km 56+095DW 844 - Chełm - Hrubieszów - Witków - Dołhobyczów - gr. Countries from km 54+781 to km 70+180DW 846 - Małochwiej Duży - Wojsławice - Teratyn from km 21+393 to km 42+549DW 816 - Terespol - Kodeń - Sławatycze - Wlodawa - Dorohusk - Horodło - Zosin from km 116+836 to km 164+203 1) Perform partial repairs of road surfaces - District of Voivodeship Roads in Tyszowce:- Filling cavities with mineral-asphalt mix AC11S (with frame) - 1080.00 t - Filling cavities with mineral-asphalt mix AC11S (without frame) - 10.00 t - Filling cavities with mineral-asphalt mix with recycler - 10.00 t - Surface fixation - 951.00 m2- Layers gr. min. 4 cm from mineral-asphalt mix AC11S 50/70 KR 3-4 with milling, cleaning and sprinkling of the area above 50 m2 - 60.00 t- Filling of concrete ruts. Asphalt AC11 S with milling area over 50 m2 - 534.00 t- Milling of pavement average thickness 4 cm - 20.00 m2- Complementing the roadsides with aggregates of min. thickness. 10 cm together with profiling and soil compaction - 200 m22) Repair of breakthroughs - 130.00 m2- Execution of an abrasive layer of mineral-asphalt mix AC11S 50/70 KR 3-4 with a thickness of 4 cm - Execution of a binding layer of mineral-asphalt mix AC16W 35/50 KR 3-4 with a thickness of 6 cm - Execution of a foundation layer of mineral-asphalt mix AC22PW 35/50 KR 3-4o gr. 8 cm- Layer of the substructure made of unbound mixture C90/3- mechanically broken aggregate, 20 cm thick - Layer of the substructure made of cement-bound mixture C5/6 - cement-stabilized soil, 5 MPa, 15 cm thick - Demolition of 38-53 cm thick surface.List of roads covered by task no. 6DW Tyszowce District 844 - Chełm - Hrubieszów - Witków - Dołhobyczów - State border from km 70+180 to km 80+705DW 850 - Tomaszów Lubelski - Józefówka - Alojzów from km 0+000 to km 48+544DW 865 - Jarosław - Oleszyce -Cieszanów - Bełżec from km 68+296 to km 73+007DW 852 - Józefówka - Nowosiółki - Witków from km 0+000 to km 35+549DW 867 - Sieniawa - Wola Mołodycka - Oleszyce - Lubaczów - Podemszczyzna - Werchrata - Hrebenne from km 76+518 to km 82+728 1) Performing partial repairs of road surfaces - District of Voivodship Roads - Road District in Bełżyce:- Filling cavities with mineral-asphalt mix AC11S (with frame) - 250.00 t - Filling cavities with mineral-asphalt mix AC11S (without frame) - 25.00 t - Filling cavities with mineral-asphalt mix with recycler - 15.00 t - Surface fixation - 1500.00 m2 - Layers gr. min. 4 cm from mineral-asphalt mix AC11S 50/70 KR 3-4 with milling, cleaning and sprinkling of the area above 50 m2 - 650.00 t- Filling of concrete ruts. Asphalt AC11 S with milling over 50 m2 - 150.00 t - Milling of the surface - average thickness 4 cm - 1400.00 m2 - Binding layer made of mineral-asphalt mixture AC16W 35/50 KR 3-4 with min. thickness. 6 cm - 1600.00 m2- Fabrication of an abrasive layer made of mineral-asphalt mixture AC11S 50/70 KR 3-4 with a thickness of min. 4 cm - 1600.00 m2- Complete the shoulder with aggregate for min. 10 cm with profiling and soil compaction - 150 m2 - Liquidation of transverse and longitudinal cracks - 35.00 mb2) Renovation of gorges - 40,00 m2- Fabrication of an abrasive layer of mineral-asphalt mix AC11S 50/70 KR 3-4 with a thickness of 4 cm- Fabrication of a binding layer of mineral-asphalt mix AC16W 35/50 KR 3-4 with a thickness of 6 cm- Fabrication of a base layer of mineral-asphalt mix AC22PW 35/50 KR 3-4o gr. 8 cm- Layer of substructure made of unbound mixture C90/3- mechanically broken stone aggregate 0-31.5 mm thick 20 cm- Layer of substructure made of cement-bound mixture C5/6 - cement-stabilized soil 5 MPa thick 15 cm- Demolition of 38-53 cm thick surface. List of roads covered by task no. 7- Road circumference in BełżyceDawna DK 17/12 Al. Solidarności (shade from m. Lublin to the "Sławinek" junction at DK 19 from km 0+850 to km 2+510DW 747 - Iłża- Lipsko - Solec nad Wisłą - Opole Lub. - Bełżyce - Marynin from km 64+785 to km 81+157DW 747 - Iłża- Lipsko - Solec nad Wisłą - Opole Lub. - Bełżyce - Marynin from km 81+950 to km 94+926DW 830 - Lublin - Nałęczów - Bochotnica from km 3+956 to km 19+416DW 833 - Chodel - Kraśnik from km 0+000 to km 26+672Dawna dr. voivodship 747 - Przytyk - Chodel (old route of voivodship road no. 747, former mileage) from km 64+420 to km 67+259DW 809 - Lublin - Krasienin - Przytoczno odc. od skrzyż. DW 828 w m. Krasienin do gr. m. Lublin from km 38+334 to 49+572DW 809a - Marynin (from the "Węglin" junction at DK 19 to gr. m. Lublin with a roundabout from km 0+383 to km 1+321DW 827 - Sadurki - Bełżyce (with Kazimierska Street) from km 0+000 to km 12+651DW 828 - Garbów - Krasienin - Niemce - Jawidz from km 0+000 to km 8+492 with exception of 0+720 - 0+980DW 830 - Lublin - Nałęczów - Bochotnica section from the city centre. Lublin to the city of Sadurki, excl. 6+650 - 7+700DW 833 - Plugs - Chodel (former DW 747) from km 0+000 to km 2+623DW 834 - Bełżyce - Niedrzwica Duża - Stara Wieś from km 0+000 to km 10+512 1) Performing partial repairs of road surfaces - Region of Voivodeship Roads - Road Region in Krzczonów - Filling the defects with AC11S mineral-asphalt mixture (with frames) -405,00 t- Filling cavities with mineral-asphalt mix AC11S (without frame) - 8.00 t- Filling cavities with mineral-asphalt mix with recycler - 20.00 t- Surface fixation - 1360.00 m2- Layers gr. min. 4 cm from mineral-asphalt mix AC11S 50/70 KR 3-4 with milling, cleaning and sprinkling of the area above 50 m2 - 235.00 t- Filling of concrete ruts. Asphalt AC11 S with milling over 50 m2 - 215.00 t - Milling of the surface - average thickness 4 cm - 500.00 m2 - Binding layer made of mineral-asphalt mixture AC16W 35/50 KR 3-4 with min. thickness. 6 cm - 250.00 m2- Fabrication of an abrasive layer made of mineral-asphalt mixture AC11S 50/70 KR 3-4 with a thickness of min. 4 cm - 250.00 m2- Complete the shoulder with aggregate for min. 10 cm with profiling and soil compaction - 120 m2 - Removal of transverse and longitudinal cracks - 100.00 mb2) Renovation of gorges - 250,00 m2- Fabrication of an abrasive layer of mineral-asphalt mix AC11S 50/70 KR 3-4 with a thickness of 4 cm- Fabrication of a binding layer of mineral-asphalt mix AC16W 35/50 KR 3-4 with a thickness of 6 cm- Fabrication of a base layer of mineral-asphalt mix AC22PW 35/50 KR 3-4o gr. 8 cm- Layer of the substructure made of unbound mixture C90/3- mechanically broken stone aggregate 0-31.5 mm thick 20 cm- Layer of the substructure made of cement-bound mixture C5/6 - cement-stabilized soil 5 MPa thick. 15 cm - Demolition of 38-53 cm thick surface. List of roads covered by task no. 8 - Road District in KrzczonowoDW 822 - Lublin - Świdnik Airport from km 1+223 to km 7+439DW 822 - Liaison in the city. Świdnik - "Lotnicza" roundabout from km 0+000 to km 0+170DW 835 - Lublin - Biłgoraj - Przeworsk from km 10+014 to km 58+191DW 835a - Elizówka (from the "Rudnik" junction at S12/17 to the city centre). Lublin) from km 0+600 to km 2+076DW 842 - Rudnik Szlachecki - Wysokie - Krasnystaw (section Rudnik Szlachecki - Wysokie) from km 0+000 to km 28+585DW 834 - Bełżyce - Niedrzwica Duża - Stara Wieś from km 10+512 to km 34+461DW 836 - Bychawa - Piaski (including ul. Lubelska) from km 0+000 to km 28+585 1) Performing partial repairs of road surfaces - Region of Voivodship Roads in Parczew: - Filling the defects with AC11S mineral-asphalt mixture (with frame) - 1300.00 t - Filling the defects with AC11S mineral-asphalt mixture (without frame) - 40.00 t- Surface fixation - 8600.00 m2- Overlays min. 4 cm from mineral-asphalt mix AC11S 50/70 KR 3-4 with milling, cleaning and sprinkling of the area. above 50 m2 - 320.00 t- Filling of concrete ruts. Asphalt AC11 S with milling over 50 m2 - 200.00 t - Milling of the surface average thickness 4 cm - 350.00 m2 - Binding layer made of mineral-asphalt mixture AC16W 35/50 KR 3-4 with min. thickness. 6 cm - 900.00 m2- Execution of an abrasive layer made of mineral-asphalt mixture AC11S 50/70 KR 3-4 with a min. thickness of 1,000 mm. 4 cm - 900.00 m2 - Supplementing the shoulder with aggregate to a thickness of min. 10 cm with profiling and soil compaction - 1150 m2 - Removal of transverse and longitudinal cracks - 100.00 mb2) Repair of gorges - 100,00 m2- Fabrication of an abrasive layer of mineral-asphalt mix AC11S 50/70 KR 3-4 with a thickness of 4 cm- Fabrication of a binding layer of mineral-asphalt mix AC16W 35/50 KR 3-4 with a thickness of 6 cm- Fabrication of a base layer of mineral-asphalt mix AC22PW 35/50 KR 3-4o gr. 8 cm- Layer of the substructure made of unbound mixture C90/3- mechanically broken stone aggregate 0-31.5 mm thick 20 cm- Layer of the substructure made of cement-bound mixture C5/6 - cement-stabilized soil 5 MPa thick. 15 cm - Demolition of 38-53 cm thick surface. List of roads covered by task no. 9DW 809 - Lublin - Krasienin - Kierzkówka - Przytoczno from km 12+232 to km 50+566DW 813 - Międzyrzec Podlaski - Parczew - Ostrów Lub. - Łęczna from km 20+795 to km 94+467DW 814 - Radzyń Podl. - Suchowola - Żminne from km 0+000 to km 6+600DW 815 - Wisznice - Parczew - Siemień - Lubartów from km 0+000 to km 26+662DW 818 - Przewłoka - Wyryki - Adampol from km 0+000 to km 15+478DW 819 - Parczew - Kolacze - Łowcza - Wola Uhruska from km 0+000 to km 19+068DW 820 - Sosnowica Dwór - Łęczna from km 0+000 to km 29+688DW 821 - Klementynów - Ostrów Lub. from km 0+000 to km 13+680DW 828 - Garbów - Krasienin - Niemce - Jawidz from km 8+492 to km 27+853DW 829 - Łucka - Łęczna - Biskupice from km 0+000 to km 22+073 1) Performing partial repairs of road surfaces - District of Voivodship Roads in Puławy:- Filling cavities with mineral-asphalt mixture AC11S (with frames) - 320.00 t- Surface fixation - 13800.00 m2- Layers of thickness - 1,300.00 m2- Layers of thickness - 1,000.00 t- Filling of cavities with mineral-asphalt mixture AC11S (with frames) - 320.00 t- Surface fixation - 13800.00 m2- Layers of thickness - 1,000.00 m2- Layers of thickness - 1,000.00 m2- Layers of thickness - 1,000.00 t- Layers of thickness - 1,000.00 t- Layers of thickness - 1,000.00 m2- Layers of thickness - 1,000.00 m2- Layers of thickness - 1,000.00 m2- Layers of thickness - 1,000.00 t- Layers of thickness - 1,000.00 t- Layers of thickness - 3,000.00 t- Layers of thickness - 1,000.00 t- Layers of thickness - 1,000.00 m2 min. 4 cm from mineral-asphalt mix AC11S 50/70 KR 3-4 with milling, cleaning and sprinkling of the area. over 50 m2 - 1350,00 t- Filling of concrete ruts. Asphalt AC11 S with milling over 50 m2 - 700.00 t- Milling of pavement average thickness 4 cm - 600.00 m2- Binding layer made of mineral-asphalt mixture AC16W 35/50 KR 3-4 min. 6 cm - 600.00 m2- Execution of an abrasive layer of mineral-asphalt mix AC11S 50/70 KR 3-4 min. 4 cm - 600,00 m2 - Supplementing the shoulder with aggregate for min. thickness. 10 cm with profiling and soil compaction - 200 m2 - Liquidation of transverse and longitudinal cracks - 100,00 mbWylist of roads covered by task no. 10DW 801 - Warsaw - Karczew - Wilga - Maciejowice - Dęblin - Puławy from km 84+085 to km 119+186DW 824 - Żyrzyn - Puławy - Opole Lubelskie - Józefów - Annopol from km 12+018 to km 41+618DW 830 - Lublin - Nałęczów - Bochotnica from km 19+416 to km 41+927DW 738 - Nowe Słowiki - Góra Puławska from km 17+170 to km 25+408DW 741 - road 738 - Bronowice Łęka - rz. Wisła - Wólka Gołębska - road 801 from km 0+000 to km 6+460DW 743 - Góra Puławska - Karczunki - Sadłowice - Nasiłów - rz. Wisła - Bochotnica from km 0+000 to km 9+115DW 747 Iłża - Lipsko - Opole Lubelskie - Konopnica from km 39+540 to km 56+664 and from km 58+459 to km 64+503DW 831 - Railway station Dęblin Rycice - road 801 from km 0+000 to km 1+165DW 832 - Wola Rudzka - Poniatowa - Krężnica Okrągła from km 0+000 to km 17+349DW 840 - road 830 - Zarzeka railway station from km 0+000 to km 1+581DW 845 - road 801 - road 801 - road 801. Gołąb Piaski - Gołąb railway station from km 0+000 to km 3+708DW 847 - road 801 - Puławy Azoty railway station from km 0+000 to km 2+100DW 851 - Puławy Ruda railway station - road 12 from km 0+000 to km 0+493DW 860 - road 830 - railway station Małe Sadurki from km 0+000 to km 2+600DW 874 - Zarzecze - Góra Puławska - Puławy from km 0+000 to km 10+300DW 874 - Puławy - Węzeł S12 in m. Jastków from km 562+030 to km 593+600DW 824 - Żyrzyn - Puławy - Opole Lubelskie - Józefów - Annopol from km 41+618 to km 79+042DW 755 - road 74 - Zawichost - Kosin (road 854) from km 0+000 to km 4+475DW 759 - (road 777) - Piotrowice - rz. Wisła - Zabełcze - Opoka Duża (road 854) from km 0+000 to km 5+139DW 817 - Kłudzie - rz. Wisła - Kamień - road 747 from km 4+600 to km 10+200DW 825 - Kamień - Józefów from km 0+000 to km 9+116DW 854 - Annopol - Kosin - Antoniów - Gorzyce from km 0+000 to km 14+273DW 855 - Olbięcin - Zaklików - Stalowa Wola from km 0+000 to km 10+964DW 857 - Zaklików - Modliborzyce from km 7+082 to km 16+977DW 900 - Paradise (road 754) - rz. Wisła - Piotrawin - road 825 from km 2+740 to km 3+480 1) Performing partial repairs of road surface - Region of Voivodeship Roads in Włodawa:- Filling cavities with mineral-asphalt mix AC11S (with frame) - 20.00 t - Filling cavities with mineral-asphalt mix AC11S (without frame) - 16.00 t - Filling cavities with mineral-asphalt mix with recycler - 0.00 t - Surface fixation - 10142.00 m2- Layers, thickness: 0.00 mm min. 4 cm from mineral-asphalt mix AC11S 50/70 KR 3-4 with milling, cleaning and sprinkling of the area above 50 m2 - 5.5 t - Filling of concrete ruts. Asphalt AC11 S with milling over 50 m2 - 746.00 t- Milling of pavement average thickness 4 cm - 200.00 m2- Binding layer made of mineral-asphalt mixture AC16W 35/50 KR 3-4 min. 6 cm - 7280,00 m2- Fabrication of an abrasive layer made of mineral-asphalt mixture AC11S 50/70 KR 3-4 min. 4 cm - 7150,00 m2- Supplementing the shoulder with aggregate for min. thickness. 10 cm with profiling and soil compaction - 1950 m2 - Liquidation of transverse and longitudinal cracks - 12.00 mb2) Repair of gorges - 75,00 m2- Fabrication of an abrasive layer of mineral-asphalt mix AC11S 50/70 KR 3-4 with a thickness of 4 cm- Fabrication of a binding layer of mineral-asphalt mix AC16W 35/50 KR 3-4 with a thickness of 6 cm- Fabrication of a base layer of mineral-asphalt mix AC22PW 35/50 KR 3-4o gr. 8 cm- Layer of the substructure made of unbound mixture C90/3- mechanically broken aggregate, 20 cm thick - Layer of the substructure made of cement-bound mixture C5/6 - cement-stabilized soil, 5 MPa, 15 cm thick - Demolition of 38-53 cm thick surface.List of roads covered by task no. 11DW 812 - Biała Podlaska - Wisznice - Włodawa - Chełm from km 37+192 to km 99+436DW 816 - Terespol - Kodeń - S³awatycze - W³awawa - Dorohusk - Horod³o - Zosin from km 17+930 to km 116+897DW 818 - Przew³oka - Przew³oka - Wyryki - Adampol from km 15+478 to km 40+598DW 819 - Parczew - Kołacze - Łowcza - Wola Uhruska from km 19+068 to km 70+505 1) Performing partial repairs of road surfaces - Regional Roads Regional Roads Road District in Biłgoraj:- Filling cavities with mineral-asphalt mix AC11S (with frame) - 180.00 t - Filling cavities with mineral-asphalt mix AC11S (without frame) - 150.00 t - Filling cavities with mineral-asphalt mix with recycler - 30.00 t - Surface fixation - 4200.00 m2- Layers gr. min. 4 cm from mineral-asphalt mix AC11S 50/70 KR 3-4 with milling, cleaning and sprinkling of the area above 50 m2 - 100.00 t- Filling of concrete ruts. Asphalt AC11 S with milling over 50 m2 - 100.00 t- Milling of pavement average thickness 4 cm - 50.00 m2- Binding layer made of mineral-asphalt mixture AC16W 35/50 KR 3-4 min. 6 cm - 600.00 m2- Execution of an abrasive layer of mineral-asphalt mix AC11S 50/70 KR 3-4 min. 4 cm - 600,00 m2 - Supplementing the shoulder with aggregate for min. thickness. 10 cm with profiling and soil compaction - 200 m2 - Liquidation of transverse and longitudinal cracks - 50.00 mb2) Repair of gorges - 200.00 m2 - Execution of a substructure layer of mineral-asphalt mix AC22PW 35/50 KR 3-4o gr. 8 cm- Layer of the substructure made of unbound mixture C90/3- mechanically broken aggregate, 20 cm thick - Layer of the substructure made of cement-bound mixture C5/6 - cement-stabilized soil, 5 MPa, 15 cm thick - Demolition of 38-53 cm thick surface.List of roads covered by task no. 12 Road District in BiłgorajDW 835 - Lublin - Biłgoraj - Przeworsk from km 58+200 to km 115+857DW 858 - Biłgoraj - Szczebrzeszyn from km 45+602 to km 58+573DW 858 - Zarzecze - Biłgoraj from km 33+979 to km 45+602DW 863 - Kopki - Tarnogród - Cieszanów from km 12+350 to km 35+072DW 877 - Naklik - Leżajsk from km 0+000 to km 1+510 1) Performing partial repairs of road surfaces - District of Voivodeship Roads - Road Oblast in Biłgoraj:- Filling cavities with mineral-asphalt mix AC11S (with frame) - 250.00 t - Filling cavities with mineral-asphalt mix AC11S (without frame) - 200.00 t - Filling cavities with mineral-asphalt mix with recycler - 30.00 t - Surface fixation - 4500.00 m2- Layers gr. min. 4 cm from mineral-asphalt mix AC11S 50/70 KR 3-4 with milling, cleaning and sprinkling of the area above 50 m2 - 150.00 t- Filling of concrete ruts. Asphalt AC11 S with milling over 50 m2 - 100.00 t- Milling of pavement average thickness 4 cm - 50.00 m2- Binding layer made of mineral-asphalt mixture AC16W 35/50 KR 3-4 min. 6 cm - 600.00 m2- Execution of an abrasive layer of mineral-asphalt mix AC11S 50/70 KR 3-4 min. 4 cm - 600,00 m2 - Supplementing the shoulder with aggregate for min. thickness. 10 cm with profiling and soil compaction - 200 m2 - Liquidation of transverse and longitudinal cracks - 50.00 mb2) Repair of gorges - 200.00 m2 - Execution of a substructure layer of mineral-asphalt mix AC22PW 35/50 KR 3-4o gr. 8 cm- Layer of the substructure made of unbound mixture C90/3- mechanically broken aggregate, 20 cm thick - Layer of the substructure made of cement-bound mixture C5/6 - cement-stabilized soil, 5 MPa, 15 cm thick - Demolition of 38-53 cm thick surface.List of roads covered by task no. 13 - Road District in JózefówDW 849 - Zamość - Józefów - Wola Obszańska from km 22+500 to km 58+570DW 853 - Majdan Nowy - Tarnogród - Tomaszów Lub. from km 0+000 to km 51+533DW 863 - Kopki - Tarnogród - Cieszanów from km 35+072 to km 58+637 1) Performing partial repairs of road surfaces - Regional Roads Roads District in Biłgoraj:- Filling cavities with mineral-asphalt mix AC11S (with frame) - 250.00 t - Filling cavities with mineral-asphalt mix AC11S (without frame) - 200.00 t - Filling cavities with mineral-asphalt mix with recycler - 30.00 t - Surface fixation - 4400.00 m2- Layers, thickness: 0.5 mm. min. 4 cm from mineral-asphalt mix AC11S 50/70 KR 3-4 with milling, cleaning and sprinkling of the area above 50 m2 - 150.00 t- Filling of concrete ruts. Asphalt AC11 S with milling over 50 m2 - 120.00 t- Milling of the surface - average thickness 4 cm - 50.00 m2- Binding layer made of mineral-asphalt mixture AC16W 35/50 KR 3-4 with min. thickness. 6 cm - 1200,00 m2- Fabrication of an abrasive layer of mineral-asphalt mix AC11S 50/70 KR 3-4 min. 4 cm - 1200,00 m2 - Supplementing the shoulder with aggregate for min. thickness. 10 cm with profiling and soil compaction - 400 m2 - Removal of transverse and longitudinal cracks - 50.00 mb2) Renovation of breakthroughs - 250.00 m2 - Execution of a substructure layer of mineral-asphalt mix AC22PW 35/50 KR 3-4o gr. 8 cm- Layer of the substructure made of unbound mixture C90/3- mechanically broken stone aggregate 0-31.5 mm thick 20 cm- Layer of the substructure made of cement-bound mixture C5/6 - cement-stabilized soil 5 MPa thick. 15 cm - Demolition of 38-53 cm thick surface.List of roads covered by task no. 14 Road District in ZamośćDW 858 - Biłgoraj - Szczebrzeszyn from km 58+573 to km 76+573DW 837 - Piaski - Żółkiewka - Zamość from km 43+085 to km 64+389DW 843 - Chełm - Kraśniczyn - Zamość from km 26+452 to km 50+649DW 848 - Tarnawa Mała - Szczebrzeszyn from km 0+000 to km 29+839DW 849 - Zamość - Józefów - Wola Obszańska from km 2+937 to km 22+500

Opportunity closing date

04 February 2019

Value of contract

to be confirmed