Poland - Road repair work

Description

The subject matter of the contract is the construction work consisting in the performance of partial repairs of bituminous surfaces and removing the effects of breakthroughs in 2021 on voivodship roads administered by the Provincial Roads Authority in Lublin.2 Partial repairs should be performed in accordance with the Technical Specifications specified in the Tender Documentation.3The detailed material scope, quantity of works and technologies of partial repairs will be determined after the Spring Reviews on the day of the protocol transfer of the construction site. The Contractor is obliged to ensure safe conditions of road and pedestrian traffic in the area of the works covered by the contract on the basis of the Simplified Traffic Organization Project (for the duration of the works) approved by the Provincial Roads Authority after signing the contract.4.
1) Performing partial repairs of road surfaces - Region of Voivodeship Roads - Road District in Janów Podlaski: - Filling in cavities with mineral and asphalt mix AC11S (with a frame) - 80.00 Mg- Surface fixation - depth 1.5 cm - 400.00 m2- Surface fixation - depth 3.0 cm - 100.00 m2- Surface fixation - liquidation of crampons, fatigue cracks (mesh) - 15000.00 m2- Replacement of abrasive layer gr. min. 4 cm AC11S 50/70 KR 3-4 with milling, cleaning and sprinkling above 50 m2 - 100.00 Mg- Filling of concrete ruts AC11 S with milling above 50 m2 - 200.00 Mg- Milling of pavement with average thickness of 4 cm - 200.00 m2 - Making a binding layer of mineral and asphalt mix AC16W 35/50 KR 3-4 of min. 6 cm with cleaning and sprinkling - 200.00 m2- Making an abrasive layer of mineral and asphalt mix AC11S 50/70 KR 3-4 of 4 cm thickness with cleaning and sprinkling - 200.00 m2- Supplementing the roadsides with aggregate (the orderer's material) of min. 10 cm with profiling and compaction of the ground - 50.00 m2 - Aggregate filling of the roadside with min. 10 cm with profiling and soil compaction - 50.00 m2 - Elimination of lateral and longitudinal cracks - 20.00 mb2) Repair of breakthroughs - 50.00 m2, including:- Making an abrasive layer of mineral and asphalt mix AC11S 50/70 KR 3-4 of 4 cm thick with cleaning and sprinkling - Making a binding layer of mineral and asphalt mix AC16W 35/50 KR 3-4 of 6 cm thick with cleaning and sprinkling - Making a foundation layer of mineral and asphalt mix AC22PW 35/50 KR 3-4o thick. 8 cm with cleaning and sprinkling - Layer of foundation made of unbound mix C90/3- broken aggregate 0-31.5 mm mechanically 0-31.5 mm thick 20 cm- Base course made of cement bound mix C5/6 - cement stabilized ground 5 MPa thick 5 MPa. 15 cm- Demolition of surface 38-53 cm thick List of roads included in task no. 1 Road District in Janów PodlaskiDW 698 - gravel province - Konstantynów - Janów Podlaski - Terespol, dr. kraj. no. 2 from km 53+880 to km 102+385DW 811 - gravel province - Konstantynów - gravel m. Biała Podlaska from km 16+218 to km 38+169DW 812 - gr. m. Biała Podlaska - Wisznice, dr. kraj. no. 63 from km 6+150 to km 37+192DW 816 - Terespol, dr. kraj. No. 2 - Kodeń from km 0+000 to km 17+930 1) Performance of partial repairs of road surfaces - Region of Voivodeship Roads - Road District in Łuków:- Filling in cavities with mineral and asphalt mixture AC11S (with framing) - 120.00 Mg- Surface fixation - depth 1.5 cm - 500.00 m2- Surface fixation - depth 3.0 cm - 200.00 m2- Surface fixation - liquidation of crampons, fatigue cracks (mesh) - 1940.00 m2- Replacement of abrasive layer gr. min. 4 cm from mineral and asphalt mix AC11S 50/70 KR 3-4 together with milling, cleaning and sprinkling over 50 m2 - 200.00 Mg- Replacement of wear layer min. 4 cm AC11S 50/70 KR 3-4 with milling, cleaning and sprinkling above 3000 m2 - 3000.00 m2 - Filling of concrete ruts AC11 S with milling above 50 m2 - 250.00 Mg- Milling of pavement with average thickness of 4 cm - 250.00 m2 - Making a binder layer of mineral-asphalt mix AC16W 35/50 KR 3-4 with min. 6 cm with cleaning and sprinkling - 2300.00 m2- Making an abrasive layer of mineral and asphalt mix AC11S 50/70 KR 3-4 with a thickness of 4 cm with cleaning and sprinkling - 2300.00 m2- Supplementing the roadside with aggregate (the orderer's material) with a thickness of min. 10 cm with profiling and compaction of the ground - 1350.00 m2 - Aggregate filling of the roadside with min. 10 cm with profiling and soil compaction - 50.00 m2 - Elimination of lateral and longitudinal cracks - 50.00 mb2) Repairing of breakthroughs, including- Making an abrasive layer of mineral and asphalt mix AC11S 50/70 KR 3-4 with a thickness of 4 cm with cleaning and sprinkling - 50.00 m2- Binding layer of mineral and asphalt mix AC16W 35/50 KR 3-4 with a thickness of 6 cm with cleaning and sprinkling - 50.00 m2- Binding layer of mineral and asphalt mix AC22PW 35/50 KR 3-4o gr. 8 cm with cleaning and sprinkling - 50.00 m2- Layer of foundation made of unbound mix C90/3- broken stab. aggregate 0-31.5 mm mechanically 0-31.5 mm thick - 50.00 m2- Base course made of cement bound mix C5/6 - cement stabilized ground 5 MPa thick - cement stabilized ground 5 MPa thick - cement stabilized ground 5 MPa thick - cement stabilized ground 5 MPa. 15 cm - 50.00 m2- Demolition of the surface 38-53 cm - 40.00 m2- Demolition of the surface 38-53 cm - 40.00 m2 List of roads included in task No. 2 Road District in ŁukówDW 803 - gray province - Stoczek Łukowski, dr. kraj. No. 76 from km 36+988 to km 41+034DW 806 - Łuków, dr. kraj. No. 63 - Międzyrzec Podl.., dr. kraj. nr 19 from km 0+000 to km 27+690DW 807 - gr. woj. - Stanin - Łuków, dr. kraj. nr 76 from km 34+408 to km 69+067DW 808 - Łuków, dr. kraj. nr 63 - Kock - dr. kraj. nr 19 from km 0+000 to km 41+591DW 813 - Międzyrzec Podl.., dr. kraj. nr 19 - Drelów - gr. pow. Bialskiego from km 0+000 to km 20+795 1) Performance of partial repairs of road surfaces - Region of Voivodeship Roads - Chełm Road District:- Filling losses with AC11S mineral and asphalt mix (with a frame) - 950.00 Mg- Filling losses with AC11S mineral and asphalt mix (without a frame) - 1.00 Mg- Filling losses with recycled mineral and asphalt mix - 1,00 Mg- Surface fixation - depth 1.5 cm - 50.00 m2- Surface fixation - depth 3.0 cm - 50.00 m2- Surface fixation - removal of crampons, fatigue cracks (mesh) - 100.00 m2- Replacement of the abrasive layer gr. min. 4 cm from mineral and asphalt mix AC11S 50/70 KR 3-4 together with milling, cleaning and sprinkling over 50 m2 - 150.00 Mg- Replacement of wear layer min. 4 cm of AC11S 50/70 KR 3-4 mineral-asphalt mix together with milling, cleaning and sprinkling above 3000 m2 - 3000.00 m2 - Filling the concrete ruts with AC11 S asphalt mix with milling above 50 m2 - 200.00 Mg- Milling the pavement with an average thickness of 4 cm - 100.00 m2 - Making a binding layer of mineral-asphalt mix AC16W 35/50 KR 3-4 of min. 6 cm with cleaning and sprinkling - 400.00 m2- Making an abrasive layer of mineral and asphalt mix AC11S 50/70 KR 3-4 with a thickness of 4 cm with cleaning and sprinkling - 400.00 m2- Supplementing the shoulders with aggregate to a thickness of min. 10 cm with profiling and compaction of the ground - 200.00 m2 - Elimination of lateral and longitudinal cracks - 6.00 mb2) Repair of breakthroughs - 50,00 m2- Binding layer made of mineral and asphalt mix AC11S 50/70 KR 3-4 gr 4 cm with cleaning and sprinkling - Binding layer made of mineral and asphalt mix AC16W 35/50 KR 3-4 gr 6 cm with cleaning and sprinkling - Binding layer made of mineral and asphalt mix AC22PW 35/50 KR 3-4 gr. 8 cm with cleaning and sprinkling - Layer of foundation made of unbound mix C90/3- broken aggregate 0-31.5mm mechanically 0-31.5mm thick 20 cm- Base course made of cement bound mix C5/6 - cement stabilized 5 MPa soil 15 cm thick - Demolition of pavement 38-53 cm thick - List of roads covered by task no. 3 Roads in ChełmnoDW 812 - Biała Podl. - Wisznice - Włodawa - Chełm - Rejowiec - Krasnystaw from km 99+436 to km 150+981DW 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+452DW 844 - Chełm - Hrubieszów - Dołhobyczów - State border from km 6+714 to km 24+916 1. Performing partial repairs of road surfaces - District of Voivodeship Roads - Road District in Krzczonów:- Filling losses with AC11S mineral and asphalt mix (with a frame) - 300.00 Mg- Filling losses with AC11S mineral and asphalt mix (without a frame) - 1.00 Mg- Filling losses with recycled mineral and asphalt mix - 1,00 Mg- Surface fixation - depth 1.5 cm - 100.00 m2- Surface fixation - depth 3.0 cm - 2300.00 m2- Surface fixation - removal of crampons, fatigue cracks (mesh) - 150.00 m2- Replacement of the abrasive layer gr. min. 4 cm from mineral and asphalt mix AC11S 50/70 KR 3-4 together with milling, cleaning and sprinkling over 50 m2 - 100.00 Mg- Replacement of wear layer min. 4 cm AC11S 50/70 KR 3-4 with milling, cleaning and sprinkling of more than 3000 m2 - 3000.00 m2 - Filling of concrete ruts AC11 S with milling of more than 50 m2 - 400.00 Mg- Milling of pavement with average thickness of 4 cm - 150.00 m2 - Making a binder layer of mineral and asphalt mix AC16W 35/50 KR 3-4 of min. 6 cm with cleaning and sprinkling - 500.00 m2- Making an abrasive layer of mineral and asphalt mix AC11S 50/70 KR 3-4 with a thickness of 4 cm with cleaning and sprinkling - 500.00 m2- Supplementing the shoulders with aggregate to a thickness of min. 10 cm with profiling and compaction of the ground - 210.00 m2- Elimination of lateral and longitudinal cracks - 10.00 mb2. Overhauling of breakthroughs - 60.00 m2 - Creating an abrasive layer of mineral and asphalt mix AC11S 50/70 KR 3-4 of 4 cm thick with cleaning and sprinkling - Creating a binding layer of mineral and asphalt mix AC16W 35/50 KR 3-4 of 6 cm thick with cleaning and sprinkling - Creating a foundation layer of mineral and asphalt mix AC22PW 35/50 KR 3-4 of 6 cm thick with cleaning and sprinkling - Creating a foundation layer of mineral and asphalt mix AC22PW 35/50 KR 3-4 of 3-4o thick. 8 cm with cleaning and sprinkling - Layer of foundation made of unbound mix C90/3- broken aggregate stab. mechanically 0-31.5 mm thick 20 cm- Base course made of cement bound mix C5/6 - cement stabilized 5 MPa soil 15 cm thick- Demolition of surface 38-53 cm thick.List of roads included in Task No. 4: KrzczonówDW 829 - Łucka - 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+797DW 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+855 1) Performance of partial repairs of road surfaces - Region of Voivodeship Roads - Road District in Hrubieszów:- Filling losses with AC11S mineral and asphalt mix (with a frame) - 520.00 Mg- Filling losses with AC11S mineral and asphalt mix (without a frame) - 50.00 Mg- Filling losses with recycled mineral and asphalt mix - 10,00 Mg- Surface fixation - depth 1.5 cm - 95.00 m2- Surface fixation - depth 3.0 cm - 50.00 m2- Surface fixation - removal of crampons, fatigue cracks (mesh) - 50.00 m2- Replacement of the abrasive layer gr. min. 4 cm from mineral and asphalt mix AC11S 50/70 KR 3-4 together with milling, cleaning and sprinkling over 50 m2 - 800.00 Mg- Replacement of wear layer min. 4 cm AC11S 50/70 KR 3-4 with milling, cleaning and sprinkling above 3000 m2 - 3000.00 m2 - Filling of concrete ruts AC11 S with milling above 50 m2 - 55.00 Mg- Milling of pavement with an average thickness of 4 cm - 280.00 m2 - Making a binder layer of mineral and asphalt mix AC16W 35/50 KR 3-4 of min. 6 cm with cleaning and sprinkling - 280.00 m2- Making an abrasive layer of mineral and asphalt mix AC11S 50/70 KR 3-4 4 cm thick with cleaning and sprinkling - 280.00 m2- Supplementing the shoulders with aggregate to the thickness of min. 10 cm with profiling and compaction of the ground - 150.00 m22) Overhauling of breakthroughs - 105.00 m2- Making an abrasive layer of mineral and asphalt mix AC11S 50/70 KR 3-4 with a thickness of 4 cm with cleaning and sprinkling - Making a binding layer of mineral and asphalt mix AC16W 35/50 KR 3-4 gr 6 cm with cleaning and sprinkling - Making a foundation layer of mineral and asphalt mix AC22PW 35/50 KR 3-4 gr. 8 cm with cleaning and sprinkling - Layer of foundation made of unbound mix C90/3- broken stone stab. mechanically 0-31.5 mm thick 20 cm- Base course made of cement bound mix C5/6 - cement stabilized soil 5 MPa thick 15 cm- Demolition of surface 38-53 cm thick. The road surface of the road in HrubieszówDW 844 - Chełm - Hrubieszów - Witków - Dołhobyczów - gr. Countries from km 54+781 to km 70+180DW 846 - Małochwiej Duży - Wojsławice - Teratyn from km 13+855 to km 42+549DW 816 - Terespol - Kodeń - Sławatycze - Wlodawa - Dorohusk - Horodło - Zosin from km 116+897 to km 164+203 1) Performance of partial repairs of road surfaces - District of Voivodeship Roads in Tyszowce:- Filling losses with AC11S mineral and asphalt mix (with a frame) - 690.00 Mg- Filling losses with AC11S mineral and asphalt mix (without a frame) - 20.00 Mg- Filling losses with recycled mineral and asphalt mix - 10,00 Mg- Surface fixation - depth 1.5 cm - 740.00 m2- Surface fixation - depth 3.0 cm - 20.00 m2- Surface fixation - removal of crampons, fatigue cracks (mesh) - 50.00 m2- Replacement of the abrasive layer gr. min. 4 cm from mineral and asphalt mix AC11S 50/70 KR 3-4 together with milling, cleaning and sprinkling over 50 m2 - 160.00 Mg- Replacement of wear layer min. 4 cm of AC11S 50/70 KR 3-4 mineral-asphalt mix together with milling, cleaning and sprinkling above 3000 m2 - 3000.00 m2 - Filling the concrete ruts with AC11 S asphalt mix with milling above 50 m2 - 420.00 Mg- Milling the pavement with an average thickness of 4 cm - 50.00 m2 - Making a binding layer of mineral-asphalt mix AC16W 35/50 KR 3-4 of min. 6 cm with cleaning and sprinkling - 250.00 m2- Making an abrasive layer of mineral and asphalt mix AC11S 50/70 KR 3-4 with a thickness of 4 cm with cleaning and sprinkling - 250.00 m2- Supplementing the shoulders with aggregate to a thickness of min. 10 cm with profiling and compaction of the subsoil - 150.00 m22) Overhauling of breakthroughs - 105.00 m2- Making an abrasive layer of mineral and asphalt mix AC11S 50/70 KR 3-4 with a thickness of 4 cm with cleaning and sprinkling - Making a binding layer of mineral and asphalt mix AC16W 35/50 KR 3-4 gr 6 cm with cleaning and sprinkling - Making a foundation layer of mineral and asphalt mix AC22PW 35/50 KR 3-4 gr 8 cm with cleaning and sprinkling - Layer of foundation made of unbound mix C90/3- broken aggregate 0-31.5 mm mechanically 0-31.5 mm thick 20 cm- Base course made of cement bound mix C5/6 - cement stabilized 5 MPa soil 15 cm thick- Demolition of surface 38-53 cm thick.List of roads included in Task No. 6Task No. 6 TyszowceDW 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) Performance of partial repairs of road surfaces - Voivodship Roads District in Bełżyce:- Filling in the cavities with AC11S mineral and asphalt mix (with a frame) - 280.00 Mg- Filling in the cavities with recycled mineral and asphalt mix - 10.00 Mg- Surface fixation - depth 1.5 cm - 1000.00 m2- Surface fixation - depth 3.0 cm - 200.00 m2- Surface fixation - liquidation of crampons, fatigue cracks (mesh) - 1500.00 m2- Replacement of the wear layer gr. min. 4 cm from mineral and asphalt mix AC11S 50/70 KR 3-4 together with milling, cleaning and sprinkling over 50 m2 - 300.00 Mg- Replacement of wear layer min. 4 cm of AC11S 50/70 KR 3-4 mineral-asphalt mix together with milling, cleaning and sprinkling above 3000 m2 - 3000.00 m2 - Filling the concrete ruts with AC11 S asphalt mix with milling above 50 m2 - 50.00 Mg- Milling the pavement with an average thickness of 4 cm - 1100.00 m2 - Making a binding layer of mineral-asphalt mix AC16W 35/50 KR 3-4 of min. 6 cm with cleaning and sprinkling - 1100.00 m2- Making an abrasive layer of mineral and asphalt mix AC11S 50/70 KR 3-4 with a thickness of 4 cm with cleaning and sprinkling - 1100.00 m2- Supplementing the roadside with aggregate (the orderer's material) with a thickness of min. 10 cm with profiling and compaction of the ground - 1000.00 m2 - Aggregate filling of the roadside with min. 10 cm with profiling and soil compaction - 605.00 m2 - Elimination of lateral and longitudinal cracks - 40.00 mb2) Repair of breakthroughs - 40,00 m2- Binding layer made of mineral and asphalt mix AC11S 50/70 KR 3-4 gr 4 cm with cleaning and sprinkling - Binding layer made of mineral and asphalt mix AC16W 35/50 KR 3-4 gr 6 cm with cleaning and sprinkling - Binding layer made of mineral and asphalt mix AC22PW 35/50 KR 3-4 gr. 8 cm with cleaning and sprinkling - Layer of foundation made of unbound mix C90/3- broken aggregate 0-31.5mm mechanically 0-31.5mm thick 20 cm- Base course made of cement bound mix C5/6 - cement stabilized 5 MPa soil 15 cm thick- Demolition of surface 38-53 cm thick. Lublin 0+000 to km 2+497DW 747 Iłża- Lipsko - Solec nad Wisłą - Opole or. - Bełżyce - national Dr. S19 (section Przytyki - Marynin) from km 64+785 to km 92+801DW 809 Przytoczno - Krasienin - Lublin - dr. kraj. S19 (section Krasienin, DW 828 - gr. m. Lublin) from km 38+334 to 49+431DW 809a Marynin, section from "Węglin" junction to the border m. Lublin, together with roundabout and inlets from km 0+383 to km 1+321DW 827 Sadurki - Bełżyce from km 0+000 to km 12+651DW 828 Garbów - Krasienin - Niemce - Jawidz section Garbów - Krasienin from km 0+000 to km 8+492DW 830 Lublin - Nałęczów - Bochotnica (section "Węglin") Lublin - Sadurki) from km 3+956 to km 19+416DW 833 Chodel - Kraśnik from km 1+212 to km 26+679 1) Subsequent repairs of road surfaces - District of Voivodship Roads - Krzczonów Road District - Filling the cavities with AC11S mineral and asphalt mix (with a frame) - 290,00 Mg- Filling the cavities with mineral and asphalt mixture from the recycler - 5.00 Mg- Surface fixation - depth 1.5 cm - 760.00 m2- Surface fixation - depth 3.0 cm - 120.00 m2- Surface fixation - elimination of crampons, fatigue cracks (mesh) - 1500.00 m2- Replacement of the abrasive layer gr. min. 4 cm from mineral and asphalt mix AC11S 50/70 KR 3-4 together with milling, cleaning and sprinkling of more than 50 m2 - 235.00 Mg- Replacement of wear layer min. 4 cm AC11S 50/70 KR 3-4 with milling, cleaning and sprinkling of more than 3000 m2 - 3000.00 m2 - Filling of concrete ruts AC11 S with milling of more than 50 m2 - 300.00 Mg- Milling of medium thickness 4 cm - 1500.00 m2 - Making a binder layer of mineral-asphalt mix AC16W 35/50 KR 3-4 of min. 6 cm with cleaning and sprinkling - 100.00 m2- Making an abrasive layer of mineral and asphalt mix AC11S 50/70 KR 3-4 with a thickness of 4 cm with cleaning and sprinkling - 100.00 m2- Supplementing the shoulders with aggregate (the orderer's material) with a thickness of min. 10 cm with profiling and compaction of the ground - 1000.00 m2- Aggregate filling of the roadside with min. 10 cm with profiling and soil compaction - 1000.00 m2 - Elimination of lateral and longitudinal cracks - 100.00 mb2) Repair of breakthroughs - 200,00 m2- Binding layer made of mineral and asphalt mix AC11S 50/70 KR 3-4 gr 4 cm with cleaning and sprinkling - Binding layer made of mineral and asphalt mix AC16W 35/50 KR 3-4 gr 6 cm with cleaning and sprinkling - Binding layer made of mineral and asphalt mix AC22PW 35/50 KR 3-4 gr. 8 cm with cleaning and sprinkling - Layer of foundation made of unbound mix C90/3- broken aggregate 0-31.5mm mechanically 0-31.5mm thick 20 cm- Base course made of cement bound mix C5/6 - cement stabilized 5 MPa soil 15 cm thick- Demolition of pavement 38-53 cm thick. List of roads covered by task no. 8 Road District in Krzczonowy-Dawna dr. Lublin to "Tatary" interchange from km 4+709 to km 6+272DW 822 Lublin - Lublin Airport from km 1+223 to km 7+439DW 822 Liaison in m. Świdnik - "Lotnicza" Roundabout from km 0+000 to km 0+170DW 834 Bełżyce - Niedrzwica Duża - Stara Wieś from km 10+512 to km 34+461DW 835 Lublin - Biłgoraj - Przeworsk - Grabownica Starzeńska (section 4+709 to km 6+272DW 822 Lublin - Airport Lublin from km 1+223 to km 7+439DW 822 Connecting point in Świdnik - Rondo "Lotnicza" from km 0+000 to km 0+170DW Lublin - Huta Turobińska) from km 10+014 to km 58+191DW 835a Elizówka (section from "Rudnik" junction at S12/17 to the city centre of Lublin) from km 0+600 to km 2+076DW 836 Bychawa - Kębłów - Piaski - dr. Domestic S17 from km 0+000 to km 28+156DW 842 Rudnik Szlachecki - Wysokie - Krasnystaw (section: "Rudnik Szlachecki"). Rudnik Szlachecki - Wysokie) from km 0+000 to km 28+585 1) Completion of partial repairs of road surfaces - Regional Roads of Voivodeship in Parczew:- Filling in the cavities with mineral and asphalt mix AC11S (with framing) - 500.00 Mg- Surface fixation - depth 1.5 cm - 3000.00 m2- Surface fixation - depth 3.0 cm - 1000.00 m2- Surface fixation - liquidation of crampons, fatigue cracks (mesh) - 10000.00 m2- Replacement of the wear layer gr. min. 4 cm from mineral and asphalt mix AC11S 50/70 KR 3-4 together with milling, cleaning and sprinkling over 50 m2 - 250.00 Mg- Replacement of wear layer min. 4 cm of AC11S 50/70 KR 3-4 mineral-asphalt mix together with milling, cleaning and sprinkling above 3000 m2 - 4000.00 m2 - Filling the concrete ruts with AC11 S asphalt mix with milling above 50 m2 - 500.00 Mg- Milling the pavement with an average thickness of 4 cm - 600.00 m2 - Making a binding layer of mineral-asphalt mix AC16W 35/50 KR 3-4 of min. 6 cm with cleaning and sprinkling - 600.00 m2- Making an abrasive layer of mineral and asphalt mix AC11S 50/70 KR 3-4 with a thickness of 4 cm with cleaning and sprinkling - 600.00 m2- Supplementing the shoulders with aggregate to a thickness of min. 10 cm with profiling and compaction of the ground - 1000.00 m2 - Elimination of lateral and longitudinal cracks -500.00 mb2) Repair of breakthroughs - 20,00 m2- Binding layer made of mineral and asphalt mix AC11S 50/70 KR 3-4 gr 4 cm with cleaning and sprinkling - Binding layer made of mineral and asphalt mix AC16W 35/50 KR 3-4 gr 6 cm with cleaning and sprinkling - Binding layer made of mineral and asphalt mix AC22PW 35/50 KR 3-4 gr. 8 cm with cleaning and sprinkling - Layer of foundation made of unbound mix C90/3- broken aggregate 0-31.5 mm mechanically 0-31.5 mm thick 20 cm- Base course made of cement bound mix C5/6 - cement stabilized ground 5 MPa thick 5 MPa. 15 cm- Demolition of 38-53 cm thick pavement. List of roads covered by task No. 9DW 809 Przytoczno - Kierzkówka - Krasienin - Lublin from km 0+000 to km 38+334DW 813 Międzyrzec Podlaski - Parczew - Ostrów Lub. - Łęczna from km 20+795 to km 94+467DW 814 Radzyń Podl. - Suchowola - Żminne hue Radzyń Podl. - Niewęgłosz from km 0+000 to km 6+600DW 815 Wisznice - Parczew - Siemień - Lubartów odc. Wisznice - Parczew from km 0+000 to km 26+662DW 818 Przewłoka - Wyryki - Adampol odc. Przewłoka - Krzywowierzba 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 episode Krasieni - Jawidz from km 8+492 to km 27+853DW 829 Łucka - Łęczna - Biskupice episode Biskupice. Łucka - Łęczna from km 0+000 to km 22+073 1) Subsequent repairs of road surfaces - Region of Voivodeship Roads in Puławy:- Filling the cavities with mineral and asphalt mix AC11S (with a frame) - 400.00 Mg- Surface fixation - depth 1.5 cm - 4000.00 m2- Surface fixation - depth 3.0 cm - 300.00 m2- Surface fixation - liquidation of crampons, fatigue cracks (mesh) - 8000.00 m2- Replacement of the abrasive layer gr. min. 4 cm from mineral and asphalt mix AC11S 50/70 KR 3-4 together with milling, cleaning and sprinkling over 50 m2 - 400.00 Mg- Replacement of wear layer min. 4 cm AC11S 50/70 KR 3-4 with milling, cleaning and sprinkling of more than 3000 m2 - 6000.00 m2 - Filling of concrete ruts AC11 S with milling of more than 50 m2 - 620.00 Mg- Milling of medium thickness 4 cm - 540.00 m2 - Making a binder layer of mineral-asphalt mix AC16W 35/50 KR 3-4 of min. 6 cm with cleaning and sprinkling - 540.00 m2- Making an abrasive layer of mineral and asphalt mix AC11S 50/70 KR 3-4 with a thickness of 4 cm with cleaning and sprinkling - 540.00 m2- Supplementing the roadsides with aggregate (the orderer's material) with a thickness of min. 10 cm with profiling and compaction of the ground - 216.00 m2- Aggregate filling of the roadside with min. 10 cm with profiling and soil compaction - 216.00 m2 - Elimination of lateral and longitudinal cracks - 80.00 mb List of roads covered by task no. 10DW 738 Nowe Słowiki - Góra Puławska from km 17+000 to km 25+068DW 741 road voiv.738 - Bronowice Łęka - the Vistula River - Wólka Gołębska - road 801 from km 0+000 to km 6+460DW 743 Góra Puławska - Karczunki - Sadłowice - Nasiłów - the Vistula River - Bochotnica from km 0+000 to km 9+115DW 755 national road. 74 - Zawichost - Kosin (road 854) from km 0+000 to km 4+475DW 759 road voiv. 777 - Piotrowice - rz. Wisła - Zabełcze - Opoka Duża (road 854) from km 0+000 to km 5+139DW 801 Warszawa - Karczew - Wilga - Maciejowice - Dęblin - Puławy from km 84+085 to km 119+186DW 824 Żyrzyn - Puławy - Opole Lubelskie - Józefów - Annopol from km 0+000 to km 79+042DW 825 Kamień - Józefów from km 0+000 to km 9+116DW 830 Lublin - Nałęczów - Bochotnica from km 19+416 to km 41+927DW 831 Dęblin Rycice Railway Station - 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 voiv. 830 - Zarzeka railway station from km 0+000 to km 1+581DW 845 road voiv. 801 - Gołąb Piaski - Gołąb railway station from km 0+000 to km 3+708DW 847 road voiv. 801 - Pulawy Azoty railway station from km 0+000 to km 2+100DW 851 Pulawy Ruda railway station - road 12 from km 0+000 to km 0+493DW 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 860 road voiv. 830 - Małe Sadurki railway station from km 0+000 to km 2+600DW 874 Zarzecze - Góra Puławska - Puławy from km 0+000 to km 41+920Dawna DK 17 Border of the Voivodeship. - Ryki - Żyrzyn - S12/S17 Kurów Zachód junction from km 74+883 to km 106+232 1) Performance of partial repairs of road surfaces - District of Voivodeship Roads in Włodawa:- Filling losses with AC11S mineral and asphalt mix (with a frame) - 5.00 Mg- Filling losses with AC11S mineral and asphalt mix (without a frame) - 9.00 Mg- Surface fixation - depth 1.5 cm - 5930.00 m2- Surface fixation - depth 3.0 cm - 730.00 m2- Surface fixation - liquidation of crampons, fatigue cracks (mesh) - 14510.00 m2- Replacement of the abrasive layer gr. min. 4 cm from mineral-asphalt mix AC11S 50/70 KR 3-4 together with milling, cleaning and sprinkling of over 50 m2 - 300.00 Mg- Filling of concrete ruts AC11 S with milling of over 50 m2 - 980.00 Mg- Milling of pavement average thickness 4 cm - 250.00 m2 - Making a binding layer from mineral-asphalt mix AC16W 35/50 KR 3-4 of min. 6 cm with cleaning and sprinkling - 3500.00 m2- Making an abrasive layer of mineral-asphalt mix AC11S 50/70 KR 3-4 with a thickness of 4 cm with cleaning and sprinkling - 3500.00 m2- Supplementing the roadside with aggregate (the orderer's material) with a thickness of min. 10 cm with profiling and compaction of the ground - 180.00 m2- Aggregate filling of the roadsides to the thickness of min. 10 cm with profiling and soil compaction - 180.00 m22) Overhauling of breakthroughs - 10.00 m2 - Making an abrasive layer of mineral and asphalt mix AC11S 50/70 KR 3-4 4 cm thick with cleaning and sprinkling - Making a bonding layer of mineral and asphalt mix AC16W 35/50 KR 3-4 6 cm thick with cleaning and sprinkling - Making a foundation layer of mineral and asphalt mix AC22PW 35/50 KR 3-4o thick. 8 cm with cleaning and sprinkling - Layer of foundation made of unbound mix C90/3- broken aggregate stab. mechanically 0-31.5 mm thick 20 cm- Base course made of cement bound mix C5/6 - cement stabilized 5 MPa soil 15 cm thick- Demolition of surface 38-53 cm thick.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 - Sławatycze - Włodawa - Dorohusk - Horodło - Zosin from km 17+930 to km 116+897DW 818 Przewłoka - Wyryki - Adampol from km 15+478 to km 40+598DW 819 Parczew - Ko³acze - £owcza - Wola Uhruska from km 19+068 to km 70+505 1) Performance of partial repairs of road surfaces - Region of Voivodeship Roads - Biłgoraj Road District:- Filling losses with AC11S mineral and asphalt mix (with a frame) - 330.00 Mg- Filling losses with AC11S mineral and asphalt mix (without a frame) - 50.00 Mg- Filling losses with recycled mineral and asphalt mix - 50,00 Mg- Surface fixation - depth 1.5 cm - 2800.00 m2- Surface fixation - depth 3.0 cm - 1400.00 m2- Surface fixation - removal of crampons, fatigue cracks (mesh) - 2500.00 m2- Replacement of abrasive layer gr. min. 4 cm from mineral-asphalt mix AC11S 50/70 KR 3-4 together with milling, cleaning and sprinkling of more than 50 m2 - 100.00 Mg- Filling of concrete ruts AC11 S with milling of more than 50 m2 - 200.00 Mg- Milling of pavement average thickness 4 cm - 100.00 m2 - Making a binding layer from mineral-asphalt mix AC16W 35/50 KR 3-4 of min. 6 cm with cleaning and sprinkling - 600.00 m2- Making an abrasive layer of mineral and asphalt mix AC11S 50/70 KR 3-4 with a thickness of 4 cm with cleaning and sprinkling - 600.00 m2- Supplementing the shoulders with aggregate to a thickness of min. 10 cm with profiling and compaction of the ground - 2400.00 m2 - Elimination of lateral and longitudinal cracks - 80,00 mb2) Overhauling of breakthroughs - 100m2 - Creating an abrasive layer made of mineral and asphalt mix AC11S 50/70 KR 3-4 of 4 cm thick with cleaning and sprinkling - Creating a binding layer made of mineral and asphalt mix AC16W 35/50 KR 3-4 of 6 cm thick with cleaning and sprinkling - Creating a foundation layer made of mineral and asphalt mix AC22PW 35/50 KR 3-4o thick. 8 cm with cleaning and sprinkling - Layer of foundation made of unbound mix C90/3- broken aggregate stab. mechanically 0-31.5 mm thick 20 cm- Base course made of cement bound mix C5/6 - cement stabilized 5 MPa soil 15 cm thick- Demolition of surface 38-53 cm thick.List of roads covered by task No. 12BiłgorajDW 835 Lublin - Biłgoraj - Przeworsk from km 58+200 to km 115+875DW 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) Performance of partial repairs of road surfaces - District of Voivodeship Roads - Józefów Road District:- Filling losses with AC11S mineral and asphalt mix (with a frame) - 330.00 Mg- Filling losses with AC11S mineral and asphalt mix (without a frame) - 330.00 Mg- Filling losses with recycled mineral and asphalt mix - 50,00 Mg- Surface fixation - depth 1.5 cm - 3000.00 m2- Surface fixation - depth 3.0 cm - 1500.00 m2- Surface fixation - liquidation of crampons, fatigue cracks (mesh) - 3400.00 m2- Replacement of the abrasive layer gr. min. 4 cm AC11S 50/70 KR 3-4 with milling, cleaning and sprinkling above 50 m2 - 60.00 Mg- Filling of concrete ruts AC11 S with milling above 50 m2 - 190.00 Mg- Milling of pavement with average thickness of 4 cm - 150.00 m2 - Making a binding layer of mineral and asphalt mix AC16W 35/50 KR 3-4 of min. 6 cm with cleaning and sprinkling - 570.00 m2- Making an abrasive layer of mineral and asphalt mix AC11S 50/70 KR 3-4 4 cm thick with cleaning and sprinkling - 570.00 m2- Supplementing the roadside with aggregate to a thickness of min. 10 cm with profiling and compaction of the ground - 2300.00 m2 - Elimination of lateral and longitudinal cracks - 80,00 mb2) Overhauling of breakthroughs - 100m2 - Creating an abrasive layer made of mineral and asphalt mix AC11S 50/70 KR 3-4 of 4 cm thick with cleaning and sprinkling - Creating a binding layer made of mineral and asphalt mix AC16W 35/50 KR 3-4 of 6 cm thick with cleaning and sprinkling - Creating a foundation layer made of mineral and asphalt mix AC22PW 35/50 KR 3-4o thick. 8 cm with cleaning and sprinkling - Layer of foundation made of unbound mix C90/3- broken aggregate stab. mechanically 0-31.5 mm thick 20 cm- Base course made of cement bound mix C5/6 - cement stabilized 5 MPa soil 15 cm thick- Demolition of surface 38-53 cm thick.List of roads included in Task No. 13DW 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) Subsequent repairs of road surfaces - District of Voivodeship Roads - Road District in Zamość:- Filling losses with AC11S mineral and asphalt mix (with a frame) - 420.00 Mg- Filling losses with AC11S mineral and asphalt mix (without a frame) - 460.00 Mg- Filling losses with recycled mineral and asphalt mix - 50,00 Mg- Surface fixation - depth 1.5 cm - 2800.00 m2- Surface fixation - depth 3.0 cm - 500.00 m2- Surface fixation - removal of crampons, fatigue cracks (mesh) - 3400.00 m2- Replacement of the abrasive layer gr. min. 4 cm from mineral-asphalt mix AC11S 50/70 KR 3-4 together with milling, cleaning and sprinkling of more than 50 m2 - 200.00 Mg- Filling of concrete ruts AC11 S with milling of more than 50 m2 - 240.00 Mg- Milling of pavement average thickness 4 cm - 150.00 m2 - Making a binding layer from mineral-asphalt mix AC16W 35/50 KR 3-4 of min.6 gr. cm with cleaning and sprinkling - 580.00 m2- Making an abrasive layer of mineral and asphalt mix AC11S 50/70 KR 3-4 with a thickness of 4 cm with cleaning and sprinkling - 580.00 m2- Supplementing the roadside with aggregate to a thickness of min. 10 cm with profiling and compaction of the ground - 2400.00 m2- Elimination of lateral and longitudinal cracks - 150,00 mb2) Overhauling of breakthroughs - 100m2 - Creating an abrasive layer made of mineral and asphalt mix AC11S 50/70 KR 3-4 of 4 cm thick with cleaning and sprinkling - Creating a binding layer made of mineral and asphalt mix AC16W 35/50 KR 3-4 of 6 cm thick with cleaning and sprinkling - Creating a foundation layer made of mineral and asphalt mix AC22PW 35/50 KR 3-4o thick. 8 cm with cleaning and sprinkling - Layer of foundation made of unbound mix C90/3- broken stone aggregate stab. Mechanically 0-31.5 mm, 20 cm thick- Base course made of C5/6 cement bound mix - 5 MPa cement stabilized ground, 15 cm thick- Demolition of surface 38-53 cm thick.List of roads included in 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

01 February 2021

Value of contract

to be confirmed