Subject of the contract consisting in the performance of the task entitled: "Renovation of the voivodship road No. 816 from km 41+000 to km 41+899 and from km 41+931 to km 43+200"
The scope of works includes:
1) Measuring works on linear road works – 2.20 km
2) Making a wear layer from the AC11S 50/70 mineral and asphalt mixture as for KR 3-4, layer thickness after compaction 4 cm, including sprinkling the binding layer with asphalt 0.1 – 0.3 kg / m2 (includes roadways, intersections with lower category roads, bus bays and adjustment of the height of bituminous exits) – 13 861,00 m²
13 471 m2 + 18 m2 + 65 m2 + 48 m2 + 108 m2 + 90 m2 + 61 m2
3) Making a binding layer from the AC16W 35/50 mineral and asphalt mixture as for KR 3-4, layer thickness after compaction 6 cm, with cleaning and sprinkling the foundation with asphalt on sections of km
41+000 – 41+268,42+182 – 43+200
0.5 – 0.7 kg/m2 – 7,931.32 m²;
1 608 m2 + (268*2*0,06) m2 + 6 108 m2 + (1 018*2*0,06) m2 + 61 m2
4) Making a binding layer from the AC16W 35/50 mineral and asphalt mixture as for KR 3-4, layer thickness after compaction 4 cm, with cleaning and sprinkling the foundation with asphalt on sections of km
41+268 – 41+899,41+931 – 42+182
0.5 – 0.7 kg/m2 – 6,128.74 m²
1 794 m2 + (299*0,06) m2 + 1 074,0 m2 + (179*0,06) m2 1 506,0 m2 + (251*0,06) m2 + 1 382,0 m2 + 18 m2 + 108 m2 + 65 m2 + 90 m2 + 48 m2
5) Leveling the existing roadway with AC16P 35/50 mineral and asphalt mixture as for KR 3-4, mechanically – average value 3 cm, along with sprinkling the binding layer with asphalt on sections of km
41+000 – 41+268, 42+182 – 43+200
0,5 – 0,7 kg/m2 – 222,22 Mg
7 716 m2 * 40% * 0,03 m * 2,4 Mg/m3
6) Corrective milling of bituminous surface max thickness 4.0 cm – 4 851,35 m²
7) Execution of roadsides (width 1.0 m) with crushed aggregate 0/31.5 to a thickness of min. 10 cm with profiling and compaction of the substrate – 3 301,00 m²
8) Supplementing the roadside with embankment soil – 49.52 m3
9) Transmission of the surface of concrete paving stones on slopes, thickness 8 cm on cement-sand ballast with adjustment to the height of the new surface – paving stones, demolition material (assume about 20% replacement of damaged materials with new ones) – 100.00 m²
10) Transmission of concrete paving stone surface on slopes 6 cm thick (pedestrian crossings) on cement-sand ballast with adjustment to the height of the new surface – cubes, demolition material (assume about 20% replacement of damaged materials with new ones) – 100.00 m²
11) Height adjustment of concrete curbs – 100,00 m
12) Thin-film horizontal marking – restoration of existing marking – 993,00 m²
13) Vertical adjustment of guide posts U-1a – 40,00 pcs
14) Road culvert at km 41+541: desilting of culvert avg. 60 cm at a length of 8.0 m, replacement of the prefabricated left front wall on the concrete bench and replacement of culvert pipe elements with a total length of 6.0 m – 1.00 pcs.