Poland - Construction work for cycle paths

Description

With respect to gmina roads, the part of the investment in question was located in Doba, in Giżycko commune (Warmińsko-Mazurskie Voivodeship, Giżycki County), on the section of the gmina road: km 13+880 - 14+416, according to the total Mazurian Bicycle Loop for stages I and IV.With regard to district roads, the part of the investment in question was located in the Giżycko Commune (Warmińsko-Mazurskie Voivodeship, Giżycki County), on the section of the district road no. 1829N, km 96+209 - 97+241 according to the total Mazurian Bicycle Loop for stages I and IV. 3 of this description. Due to the limitations in the existing road lane, the geometric course of the existing roadway was also corrected by partial demolition on one side and widening on the opposite side. The longitudinal profile of the pedestrian and bicycle route was adjusted to the height of the existing roadway and to the shape of the existing terrain, taking into account the proper and effective drainage of the designed and existing surfaces. The cross-section of the designed elements of the road system was designed in such a way as to ensure proper surface run-off of rainwater towards the existing escarpments on the eastern side of the roadway and towards the design of an absorbent aggregate bed. One-sided gradients of 2 % have been used throughout the whole of the section to be worked out. A pedestrian and bicycle routeO of 3.0 meters width adjacent to the roadway was designed, and the existing roadway was widened to 5.0 meters (together with the shape of its transverse inclination towards the east). In the case of the district road, a 2.5 metre wide asphalt technology cycle path (wearing course + binder course made of asphalt concrete) was designed on a foundation made of broken aggregate. The designed pedestrian and bicycle route is to be made of concrete blocks on cement-sand ballast and mechanically stabilized broken aggregate. The structure was designed to be reinforced with a layer of soil stabilised with cement in place due to unfavourable soil and water conditions. Roadway extensions are designed to be made in asphalt technology (wearing course and binding layer of asphalt concrete) on a base made of mechanically stabilized broken aggregate, on a layer of soil (from a transport vehicle) stabilized with cement. The said part of the investment is located in the commune of Miłki (Warmińsko-Mazurskie Voivodeship, Giżycko County), at the section of district roads: - section 1: DP1829N - km 97+241 - 97+552 - section 2: DP1718N/1831N - km 101+997 - 104+550Wg of the total Mazurian Bicycle Loop for stages I and IV.The longitudinal profile of the designed bicycle paths was adjusted to the height of the existing roads along which they run, as well as to the shape of the existing terrain around them, taking into account the proper and effective drainage of the designed existing surfaces. The cross-section of designed bicycle paths is designed to ensure proper surface run-off of rainwater in the direction of existing or planned or reconstructed receivers, e.g. road trenches, escarpments, sewage systems, etc. One-sided gradients of 2 % have been used on all sections to be worked out. Designed bicycle paths with a width of 2.5 meters (or 2.0 meters, in cases where the path runs away from the existing roadway); Designed bicycle paths are to be made in asphalt technology (wearing course + binding asphalt concrete), on a base of broken aggregate. The structure is designed to reinforceO the layer of soil stabilized on the cement site, on the sections of the bicycle path adjacent to the edge of the real roadway and in the places of exits. Additionally, in the places indicated on the plan, the existing roadsides on the district roads are to be reconstructed or thickened with aggregate. The part of the investment is located in the Giżycko Municipality (Warmińsko-Mazurskie Voivodeship, Giżycko Municipality), on the section of the municipal road, km 83+035 - 83+381 and on the sections of the district roads (currently these roads have been taken over by Giżycko Municipality):section 1 - DP4438N - km 82+333 - 83+035 section 2 - DP4431N - km 83+381 - 83+400 section 3 - DP4441N - km 84+156 - 84+400Wg According to the total picketing of the Mazurian Bicycle Loop for stage I and IV.Within the framework of the study, the construction of a section of a bicycle path with a pavement and a pedestrian and bicycle path, with an asphalt surface and concrete cubes, running along the roadway of a municipal road in the City of Giżycko was designed. These sections of the bicycle path with the pavementI of the pedestrian and bicycle path are designed in close connection with the existing roadway of the commune road and the accompanying existing pedestrian and bicycle infrastructure on the border of the study. The longitudinal profile of the designed pedestrian and bicycle infrastructure is adjusted to the height of the existing road along which they run, as well as to the shape of the existing terrain around them, taking into account the proper and effective drainage of the designed and existing surfaces. The cross section of the designed cycle path with pavement / pedestrian and bicycle route was designed to ensure proper surface run-off of rainwater towards the existing green areas or rainwater receivers - rainwater inlets and inlets of rainwater drainage system. A 2.5-metre wide bicycle path connected with a 1.5-metre wide sidewalkO (away from the roadway of the commune road) and a 3.0-metre wide pedestrian path (mixed traffic) were designed. The designed bicycle paths and pedestrian and bicycle paths with mixed traffic are to be made in asphalt technology: asphalt concrete abrasive layer (coloured red for a separate bicycle path) + asphalt concrete binder layer, made on the base of broken aggregate. The structure is intended to be reinforced with a layer of soil stabilised at the place with cement. The designed sidewalks, connected with a separate bicycle path, are to be made of concrete blocks on cement and sand bedding and broken aggregate bedding. For sidewalks located near the roadway, additional reinforcement is provided. The cross section of designed bicycle paths / pedestrian and bicycle paths is designed to ensure proper surface run-off of rainwater in the direction of existing green areas or rainwater receivers - rainwater drains. One-sided inclinations of 2 % were used, directed towards the existing roadway of district roads. Bicycle paths were designed with a width of 2.5 (2.0) meters, connected with a pavement with a width of 1.5 meters or pedestrian and bicycle paths (mixed traffic) with a width of varying from 3.0 to 4.5 meters of the structure through the construction of a substructure, a strengthening layer of soil stabilized on site with cement.A detailed description of the contract is presented in the attached project documentation. The part of the investment is located in Orzysz Commune (Warmińsko-Mazurskie Voivodeship, Piski County), on the following road sections: 1. commune road in km from 0+000 to 0+110 km (fig. 2)..1), in the commune of Orzysz, the county of Piski, the Warmińsko-Mazurskie voivodeship, with regard to the road surface and accompanying works, 2. the commune road in km from 0+000 to km from 0+172 (fig. 2)..2), in the commune of Orzysz, in the district of Piski, in the district of Warmińsko-Mazurskie, in the scope of road surface and accompanying works,3. municipal road in km from approx. 0+000 to approx. 0+353 (fig.2.3), in the area of the commune of Orzysz, in the district of Piski, in the province of Warmińsko-Mazurskie, in the scope of road surface and accompanying works,4. municipal road in km from approx. 0+000 to approx. 0+505 (fig.2)..4), in the Orzysz Commune, Piski County, Warmińsko-Mazurskie Voivodeship, with respect to the execution of the surface and accompanying works. The neville is designed to be close to the existing ground level. In order to maintain uniform slopes, the contractor, in agreement with the Supervision Inspector, may adjust the ordinates of paths to the new height system in the field, assuming that the curb will protrude within 6-16 cm from the roadway, in order to maintain proper compartments, it is allowed to profile ground roads. An important element is the current contact with the road manager regarding the planned activities on the ground road. Regardless of the height variant chosen for the task, the roads must be re-profiled to one-sided slope, ensuring that the water flows out in the opposite direction than towards the path. Pursuant to the provisions of §48.p.A. of the Act on the Protection of the Individuals with regard to the Protection of Individuals with regard to the Protection of Individuals with regard to the Processing of Personal Data (Journal of Laws of 2002, No. 33, item 659, as amended), the Ordinance on the Protection of Individuals with regard to the Protection of Individuals with regard to the Protection of Personal Data (Journal of Laws of 2002, No. 183, item 659, as amended) is hereby amended. 1 and 2 of the Regulation of the Minister of Infrastructure and Construction on technical conditions to be met by public roads and their location, longitudinal slope of the bicycle path should not exceed 5%. In exceptional cases, a higher slope is permitted, but not more than 15 per cent. The transverse slope should be one-sided and between 1 % and 3 % and allow for an efficient run-off of rainwater. Due to the fact that the paths were designed on the basis of ordinates of ground roads, which could be changed from the moment of measurement to the moment of construction, setting the path in the field, it is necessary to follow the distance of the protruding curb 6-16 cm, planning of repairs by the road administrator and, as far as possible, the lowest possible number of bends in the field. Such actions may change the lowest points and the need to design emergency overflows in places other than those indicated by the designer. The main purpose of the nullification was to try to estimate the amount of earthworks. 3 km 0+000 - 0+473 (KM wg PFU 129+475 - 130+107) - located in Szczechy Wielkie,- odc. 4 km 0+030 - 0+947, odc. 5 km 0+000 - 1+317, odc. 6 km 0+000 - 1+253 (KM wg PFU 132+003 - 136+642) - located between Jeglin and the city of Maldanin,Bicycle paths are designed within the limits of internal roads. The neville is designed to be close to the existing ground level. The ordinates of heights indicated in the documentation should be treated as approximate data for the delineation of an elevation object in the field. In order to maintain uniform slopes, the contractor, in agreement with the Supervision Inspector, may adjust the ordinates of paths to the new height system in the field, assuming that the curb will protrude within 6-16cm from the roadway, in order to maintain proper compartments, it is allowed to profile ground roads. An important element is the current contact with the road manager regarding the planned activities on the ground road. Regardless of the height variant chosen for the task, the roads must be re-profiled to one-sided slope, ensuring that the water flows out in the opposite direction than towards the path. Pursuant to the provisions of §48.p.A. of the Act on the Protection of the Individuals with regard to the Protection of Individuals with regard to the Protection of Individuals with regard to the Processing of Personal Data (Journal of Laws of 2002, No. 33, item 659, as amended), the Ordinance on the Protection of Individuals with regard to the Protection of Individuals with regard to the Protection of Personal Data (Journal of Laws of 2002, No. 183, item 659, as amended) is hereby amended. 1 and 2 of the Regulation of the Minister of Infrastructure and Construction on technical conditions to be met by public roads and their location, longitudinal slope of the bicycle path should not exceed 5%. In exceptional cases, a higher slope is permitted, but not more than 15 per cent. The transverse slope should be one-sided and between 1 % and 3 % and allow for an efficient run-off of rainwater. Due to the fact that the paths were designed on the basis of ordinates of ground roads, which could be changed from the moment of measurement to the moment of construction, setting the path in the field, it is necessary to follow the distance of the protruding curb 6-16 cm, planning of repairs by the road administrator and, as far as possible, the lowest possible number of bends in the field. Such actions may change the lowest points and the need to design emergency overflows in places other than those indicated by the designer. The main purpose of the nullification was to try to estimate the amount of earthworks. The said part of the investment is located in Ruciane-Nida Commune (Warmińsko-Mazurskie Voivodeship, Piszki County), on the following road sections: a) municipal road in km from 0+000 to km from 0+189 (fig. 2)..1) on the territory of Ruciane-Nida Commune, Piski County, Warmińsko-Mazurskie Province, with respect to the execution of the surface and accompanying works, b) municipal road in km from 0+000 to km from 0+149 (fig. 2)..1) on the territory of Ruciane-Nida Commune, Piszki County, Warmińsko-Mazurskie Province, with respect to the execution of the surface and accompanying works,c) municipal road in km from about 0+000 to km about 0+343 (fig. 2)..3) on the territory of Ruciane-Nida Commune, Piszki County, Warmińsko-Mazurskie Province, with respect to the execution of the surface and accompanying works,d) municipal road in km from about 0+000 to km about 0+583 (fig.2)..4) on the territory of Ruciane-Nida Commune, Piszki County, Warmińsko-Mazurskie Province, with respect to the execution of the surface and accompanying works, e) municipal road in km from about 0+000 to km about 2+503 (fig. 2)..5.1-2.5.3), in the Municipality of Ruciane-Nida, Piszki County, Warmińsko-Mazurskie Province, with respect to the execution of the surface and accompanying works,f) municipal road in km from 0+000 to km from approx. 6+024 (fig.2)..6.1-2.6.8), in the Pisz Commune, Pisz County, Pisz County, Warmińsko-Mazurskie Province, with respect to the execution of the surface and accompanying works. The neville is designed to be close to the existing ground level. The ordinates of heights indicated in the documentation should be treated as approximate data for the delineation of an elevation object in the field. In order to maintain uniform slopes, the contractor, in agreement with the Supervision Inspector, may adjust the ordinates of paths to the new height system in the field, assuming that the curb will protrude within 6-16cm from the roadway, in order to maintain proper compartments, it is allowed to profile ground roads. An important element is the current contact with the road manager regarding the planned activities on the ground road. Regardless of the height variant chosen for the task, the roads must be re-profiled to one-sided slope, ensuring that the water flows out in the opposite direction than towards the path. Pursuant to the provisions of §48.p.A. of the Act on the Protection of the Individuals with regard to the Protection of Individuals with regard to the Protection of Individuals with regard to the Processing of Personal Data (Journal of Laws of 2002, No. 33, item 659, as amended), the Ordinance on the Protection of Individuals with regard to the Protection of Individuals with regard to the Protection of Personal Data (Journal of Laws of 2002, No. 183, item 659, as amended) is hereby amended. 1 and 2 of the Regulation of the Minister of Infrastructure and Construction on technical conditions to be met by public roads and their location, longitudinal slope of the bicycle path should not exceed 5%. In exceptional cases, a higher slope is permitted, but not more than 15 per cent. The transverse slope should be one-sided and between 1 % and 3 % and allow for an efficient run-off of rainwater. Due to the fact that the paths were designed on the basis of ordinates of ground roads, which could be changed from the moment of measurement to the moment of construction, setting the path in the field, it is necessary to follow the distance of the protruding curb 6-16 cm, planning of repairs by the road administrator and, as far as possible, the lowest possible number of bends in the field. Such actions may change the lowest points and the need to design emergency overflows in places other than those indicated by the designer. The main purpose of the nullification was to try to estimate the amount of earthworks. The said part of the investment is located on the following road sections: a) district road no. 1690N in km from 0+000 to approx. 0+113 km (fig. 2.1), in the area of Pisz Commune, Pisz Commune, Pisz Commune, Pisz Commune, Warmińsko-Mazurskie Voivodeship, in the scope of surface finishing and accompanying works, b) district road no. 1522N in km from approx. 0+000 to approx. 3+720 km (fig. 2)..2.1-2.2.4), in the Municipality of Pisz, Pisz County, Pisz County, Warmińsko-Mazurskie Voivodeship, with respect to the execution of a bicycle path and accompanying works. The neville is designed to be close to the existing ground level. The ordinates of heights indicated in the documentation should be treated as approximate data for the delineation of an elevation object in the field. In order to maintain uniform slopes, the contractor, in agreement with the Supervision Inspector, may adjust the ordinates of paths to the new height system in the field, assuming that the curb will protrude within 6-16cm from the roadway, in order to maintain proper compartments, it is allowed to profile ground roads. An important element is the current contact with the road manager regarding the planned activities on the ground road. Regardless of the height variant chosen for the task, the roads must be re-profiled to one-sided slope, ensuring that the water flows out in the opposite direction than towards the path. Pursuant to the provisions of §48.p.A. of the Act on the Protection of the Individuals with regard to the Protection of Individuals with regard to the Protection of Individuals with regard to the Processing of Personal Data (Journal of Laws of 2002, No. 33, item 659, as amended), the Ordinance on the Protection of Individuals with regard to the Protection of Individuals with regard to the Protection of Personal Data (Journal of Laws of 2002, No. 183, item 659, as amended) is hereby amended. 1 and 2 of the Regulation of the Minister of Infrastructure and Construction on technical conditions to be met by public roads and their location, longitudinal slope of the bicycle path should not exceed 5%. In exceptional cases, a higher slope is permitted, but not more than 15 per cent. The transverse slope should be one-sided and between 1 % and 3 % and allow for an efficient run-off of rainwater. Due to the fact that the paths were designed on the basis of ordinates of ground roads, which could be changed from the moment of measurement to the moment of construction, setting the path in the field, it is necessary to follow the distance of the protruding curb 6-16 cm, planning of repairs by the road administrator and, as far as possible, the lowest possible number of bends in the field. Such actions may change the lowest points and the need to design emergency overflows in places other than those indicated by the designer. The main purpose of the nullification was to try to estimate the amount of earthworks. The scope of the study covers the construction of a bicycle path in the Mikołajki municipal park and along the municipal road in the city of Stare Sady on the following road sections: - section 1 - km 8+651 - 8+855 - section 2 - km 15+791 - 17+210 - section 2 - km 15+791 - 17+210 - section in Jora Wielka, g. Mikołajki, district of Mrągowo" The investment is located on plots of land with registration number: 211/1, 209, 207/2 district 7 Jora Wielka - road located on the plot No. 104 district Prawdowo - No. 171003N Faszcze - Prawdowo from km 5+600 to km 5+868- No. 171006N Prawdowo - Stare Sady - Jora Wielka from km 0+0,00 to km 2+550 located on plots with registration numbers: 65, 64/9, 64/10, 46/57, 2/1, 18, 17/5, 17/1, 15/2, 17/3, 17/4 - district No. 13 Prawdowo 124/1, 120/4, 125, 124/2, 41/3, 33/1, 42, - district No. 14 SadyObiekty are located in the Mikołajki commune, Mrągowski county The investment is located in Mrągowo commune (Warmińsko-Mazurskie voivodeship), km 0+000 - 1+659, according to the picketing of the section of the access to MOR No. 18 of the Mazurian Cycling Loop for Stage III. Within the framework of the study, the construction of a separate bicycle path with an asphalt surface, running along the commune road, adjacent to its existing roadway and distant from it on a small final section, was designed. The longitudinal profile of the designed bicycle path is adjusted to the height of the existing road surface along which it runs, as well as to the shape of the existing terrain around it, taking into account the proper and effective drainage of the designed and existing surfaces. The cross-section of the designed bicycle path was designed to ensure proper surface run-off of rainwater in the direction of the existing receivers - road trenches, escarpments, etc. Throughout the section under development, one-sided slope inclinations of 2% were used. A bicycle path was designed with a width of 2.5 meters. The designed bicycle path is to be constructed in asphalt technology (wearing course + binding layer of asphalt concrete), on a foundation of broken aggregate. The structure is designed to be reinforced with a layer of soil stabilized on the cement site, on the sections of the bicycle path adjacent to the edge of the real roadway and in the places of exits. The part of the investment in question is located in the municipality of Mrągowo (Warmińsko-Mazurskie Voivodeship, County of Mrągowo), on sections of municipal roads:b) section 2 - km 37+895 - 39+097c) section 3 - km 39+162 - 39+171d) section 4 - km 41+163 - 42+471Wg of the total Mazurian Cycling Loop for Stage III.The designed bicycle route in its entire course is located in the vicinity of very diverse areas, which include urban and rural development areas, tourist areas, water reservoirs, as well as agricultural areas, pastures and forest areas. The Mazurian Bicycle Loop Route in the area subject to this study, except for section no. 1, runs along communal roads with a variable width asphalt roadway. Section no. 1 - access to the Cyclists Service Area no. 19 (MOR according to a separate study) was led along the existing green areas at Lake Czos. All designed sections are located in the urban space of Mrągowo, in the built-up area of low and high multi-family buildings. Within the framework of the study, the construction of sections of a bicycle path or a pedestrian path with an asphalt surface and concrete cubes running along existing roads was designed. Additionally, in section no. 1, an asphalt bicycle path with an accompanying pavement made of concrete cubes was planned to be built, which will provide access to the Cyclists' Service Point located at the lake. A composite pedestrian and bicycle footbridge has been designed on the section of the designed route to the sea.

Opportunity closing date

07 August 2019

Value of contract

to be confirmed