Wastewater treatment plant, network, road construction in Dabas

The submission deadline for this tender has passed.

Tender Summary

The Dabas City Municipality in Hungary from Europe region had released this tender for Task: Development of the sewage disposal and treatment system of the city of Dabas under a business contract, and conducting a minimum 6-month trial operation, performing the tasks covered by the warranty during the warranty period. The construction plans for the sewage treatment plant and network development to be established were prepared under the KEHOP-2.1.3-15-2022-00105 subsidy contract, therefore the FIDIC “Red” Book contract structure will be applied. A preliminary examination procedure was required for the entire investment, which was concluded with a resolution (PE/KTHF/00172-15/2024. - conducting an environmental impact assessment is not required). PART 1: Construction of a wastewater treatment plant and a poplar irrigation plant, network construction tasks a.) Construction of a wastewater treatment plant: The new plant will be built on the outskirts of Dabas, on the plot with the number 0148/5-8 hrsz, as a new, greenfield investment. The planned new wastewater treatment plant will treat the wastewater of the city of Dabas, its organic matter capacity is 30,670 PEE, and its treatment capacity is 3100 m3/day. Several different structures, buildings, and technological facilities are being constructed in the planning area. SBR wastewater treatment technology will be used at the new plant. b.) Establishment and renovation of a poplar irrigation plant The new poplar irrigation plant will include a new poplar irrigation plant, which ensures the final disposal of the treated wastewater. The design documentation includes a treated sewage main channel, a pressure pipeline, poplar tree ridges, irrigation trays, drain pipes and a bypass branch. In addition to the existing 21.5 ha of poplar trees, an additional 27.5 ha of poplar tree wastewater irrigation will be established. In addition to the construction of new drainage ditches, the restoration of the current, heavily degraded trays will be carried out on a scheduled basis. c.) Construction of sewer network and shafts (from control shafts 1 and 2 to the wastewater treatment plant) (Not affected by the trial operation) The fundamental task of this work section is to solve the problem of transferring the wastewater volume arriving via the currently operating 4 collector pressure pipelines towards the new wastewater treatment plant to be established. Within this framework, the following canal sections will be built: the new end lifting shafts, the pressure-type canal sections connecting the current collecting pipes (water control shafts), the pressure-operated collecting backbone pipes (twin pipes) connecting the new end lifting shafts and the planned new wastewater treatment plant. The plans also include the construction of a drinking water pipe ensuring the supply of network drinking water to the planned wastewater treatment plant. PART 2: Development of the sewage network in the city (Not affected by the pilot plant) This part of the work can be implemented independently, technically separated from Part 1. Which includes, on the one hand, the expansion of the sewage network of Örkényi Street and its surroundings (“Design of a new sewage treatment plant and related facilities in Dabas, Design of sewage network development related to the new sewage treatment plant in Dabas, Design of sewage network development of Örkényi Street and its surroundings - implementation plan, Work number: 2024/T90” - folder named “Örkényi Street sewage network”).Gravity and pressure pipeline sections are being built on Örkényi Road and Szőlő, Akácos, Rabárerdő, Venyige, Fenyves Streets, with lifting shafts and related facilities. Number of residential properties to be supplied currently: 254 properties. Total gravity sewer network and pressure pipelines: 5,046 m. Network sections to be built: E-Cs 16-0-0 gravity canal (Örkényi út): 1503 m – DN200 – KG-PVC E-Cs 17-0-0 gravity canal (Szőlő utca): 974 m – DN200 – KG-PVC E-Cs 18-0-0 gravity canal (Rabárerdő utca I.): 501 m – DN200 – KG-PVC E-Cs 19-0-0 gravity canal (Rabárerdő utca II.): 335 m – DN200 – KG-PVC E-Cs 20-1-0 gravity canal (Fenyves utca, Akácos utca): 628 m – DN200 – KG-PVC E-Cs 20-2-0 gravity canal (Rabár erdő utca): 153 m – DN200 – KG-PVC E-Cs 21-0-0 gravity sewer (Rabár erdő utca): 278 m – DN200 – KG-PVC E-Cs 22-0-0 gravity sewer (Fenyves utca): 344 m – DN200 – KG-PVC E-Ny 4-0-0 pressure pipeline (Rabár erdő utca): 41 m – D110 PE E-Ny 5-0-0 pressure pipeline (Fenyves utca): 289 m – D90 PE Sewage lifting stations to be built: E-II. no. lifting station, E-III. no. On the other hand, in Part 2, from the design documentation for the urban sewage network (“Design of the new sewage treatment plant and related facilities in Dabas, Design of the sewage network development related to the new sewage treatment plant in Dabas - implementation plan, VERSION NUMBER: V2, Job number: 2023/T/59” - folder named “Urban sewage network”), bids must be made for the following technical units: CS-1, CS-2, CS-3, CS-4, CS-5, NY-1, NY-2, E-NY 1-0-0, E-NY 2-0-0, E-NY 3-0-0, CS-NY-1, CS-NY-2, CS-NY-3, CS-NY-4, CS-NY-5, CS-NY-6, E-CS 20-0-0 pipelines, Homok Street sewage treatment plant, EI. no. lifting station, 3545/2 Hrsz lifting station (Planning areas marked in blue on the drawing “Overview site plan – partial offer for demolition”) The number of residential properties to be supplied is currently: 164 properties. Total length of gravity sewer network and pressure sewer network and pressure pipes: 6179 m. PART 3: Construction of a road providing access to the site (Not affected by the trial operation) The task is to construct a road providing access to the new Dabas wastewater treatment plant, which is located in the current outskirts of the settlement, in the area between the primary main road no. 5 and the national road no. 4604, north of Dabas. The 0129 hrsz road has the existing asphalt pavement between the 0+000-0+350 km sections. The road enables access to the Alsóbesnyő settlement part of Dabas. The width of the existing road pavement is generally 4.2-4.6 meters, which will be increased by constructing a new road structure after demolition. The existing dirt road needs to be paved on the section of the 0129 hrsz road following the 0+350 km section and on the planned section in the 0146 hrsz area.Total length of gravity sewer network and pressure pipes: 5,046 m. Network sections to be built: E-Cs 16-0-0 gravity canal (Örkényi út): 1503 m – DN200 – KG-PVC E-Cs 17-0-0 gravity canal (Szőlő utca): 974 m – DN200 – KG-PVC E-Cs 18-0-0 gravity canal (Rabárerdő utca I.): 501 m – DN200 – KG-PVC E-Cs 19-0-0 gravity canal (Rabárerdő utca II.): 335 m – DN200 – KG-PVC E-Cs 20-1-0 gravity canal (Fenyves utca, Akácos utca): 628 m – DN200 – KG-PVC E-Cs 20-2-0 gravity canal (Rabár erdő utca): 153 m – DN200 – KG-PVC E-Cs 21-0-0 gravity sewer (Rabár erdő utca): 278 m – DN200 – KG-PVC E-Cs 22-0-0 gravity sewer (Fenyves utca): 344 m – DN200 – KG-PVC E-Ny 4-0-0 pressure pipeline (Rabár erdő utca): 41 m – D110 PE E-Ny 5-0-0 pressure pipeline (Fenyves utca): 289 m – D90 PE Sewage lifting stations to be built: E-II. no. lifting station, E-III. no. On the other hand, in Part 2, from the design documentation for the urban sewage network (“Design of the new sewage treatment plant and related facilities in Dabas, Design of the sewage network development related to the new sewage treatment plant in Dabas - implementation plan, VERSION NUMBER: V2, Job number: 2023/T/59” - folder named “Urban sewage network”), bids must be made for the following technical units: CS-1, CS-2, CS-3, CS-4, CS-5, NY-1, NY-2, E-NY 1-0-0, E-NY 2-0-0, E-NY 3-0-0, CS-NY-1, CS-NY-2, CS-NY-3, CS-NY-4, CS-NY-5, CS-NY-6, E-CS 20-0-0 pipelines, Homok Street sewage treatment plant, EI. no. lifting station, 3545/2 Hrsz lifting station (Planning areas marked in blue on the drawing “Overview site plan – partial offer for demolition”) The number of residential properties to be supplied is currently: 164 properties. Total length of gravity sewer network and pressure sewer network and pressure pipes: 6179 m. PART 3: Construction of a road providing access to the site (Not affected by the trial operation) The task is to construct a road providing access to the new Dabas wastewater treatment plant, which is located in the current outskirts of the settlement, in the area between the primary main road no. 5 and the national road no. 4604, north of Dabas. The 0129 hrsz road has the existing asphalt pavement between the 0+000-0+350 km sections. The road enables access to the Alsóbesnyő settlement part of Dabas. The width of the existing road pavement is generally 4.2-4.6 meters, which will be increased by constructing a new road structure after demolition. The existing dirt road needs to be paved on the section of the 0129 hrsz road following the 0+350 km section and on the planned section in the 0146 hrsz area.Total length of gravity sewer network and pressure pipes: 5,046 m. Network sections to be built: E-Cs 16-0-0 gravity canal (Örkényi út): 1503 m – DN200 – KG-PVC E-Cs 17-0-0 gravity canal (Szőlő utca): 974 m – DN200 – KG-PVC E-Cs 18-0-0 gravity canal (Rabárerdő utca I.): 501 m – DN200 – KG-PVC E-Cs 19-0-0 gravity canal (Rabárerdő utca II.): 335 m – DN200 – KG-PVC E-Cs 20-1-0 gravity canal (Fenyves utca, Akácos utca): 628 m – DN200 – KG-PVC E-Cs 20-2-0 gravity canal (Rabár erdő utca): 153 m – DN200 – KG-PVC E-Cs 21-0-0 gravity sewer (Rabár erdő utca): 278 m – DN200 – KG-PVC E-Cs 22-0-0 gravity sewer (Fenyves utca): 344 m – DN200 – KG-PVC E-Ny 4-0-0 pressure pipeline (Rabár erdő utca): 41 m – D110 PE E-Ny 5-0-0 pressure pipeline (Fenyves utca): 289 m – D90 PE Sewage lifting stations to be built: E-II. no. lifting station, E-III. no. On the other hand, in Part 2, from the design documentation for the urban sewage network (“Design of the new sewage treatment plant and related facilities in Dabas, Design of the sewage network development related to the new sewage treatment plant in Dabas - implementation plan, VERSION NUMBER: V2, Job number: 2023/T/59” - folder named “Urban sewage network”), bids must be made for the following technical units: CS-1, CS-2, CS-3, CS-4, CS-5, NY-1, NY-2, E-NY 1-0-0, E-NY 2-0-0, E-NY 3-0-0, CS-NY-1, CS-NY-2, CS-NY-3, CS-NY-4, CS-NY-5, CS-NY-6, E-CS 20-0-0 pipelines, Homok Street sewage treatment plant, EI. no. lifting station, 3545/2 Hrsz lifting station (Planning areas marked in blue on the drawing “Overview site plan – partial offer for demolition”) The number of residential properties to be supplied is currently: 164 properties. Total length of gravity sewer network and pressure sewer network and pressure pipes: 6179 m. PART 3: Construction of a road providing access to the site (Not affected by the trial operation) The task is to construct a road providing access to the new Dabas wastewater treatment plant, which is located in the current outskirts of the settlement, in the area between the primary main road no. 5 and the national road no. 4604, north of Dabas. The 0129 hrsz road has the existing asphalt pavement between the 0+000-0+350 km sections. The road enables access to the Alsóbesnyő settlement part of Dabas. The width of the existing road pavement is generally 4.2-4.6 meters, which will be increased by constructing a new road structure after demolition. The existing dirt road needs to be paved on the section of the 0129 hrsz road following the 0+350 km section and on the planned section in the 0146 hrsz area.628 m – DN200 – KG-PVC E-Cs 20-2-0 gravity sewer (Rabár erdő utca): 153 m – DN200 – KG-PVC E-Cs 21-0-0 gravity sewer (Rabár erdő utca): 278 m – DN200 – KG-PVC E-Cs 22-0-0 gravity sewer (Fenyves utca): 344 m – DN200 – KG-PVC E-Ny 4-0-0 pressure pipeline (Rabár erdő utca): 41 m – D110 PE E-Ny 5-0-0 pressure pipeline (Fenyves utca): 289 m – D90 PE Sewage lifting stations to be built: E-II. no. lifting station, E-III. no. On the other hand, in Part 2, from the design documentation for the urban sewage network (“Design of the new sewage treatment plant and related facilities in Dabas, Design of the sewage network development related to the new sewage treatment plant in Dabas - implementation plan, VERSION NUMBER: V2, Job number: 2023/T/59” - folder named “Urban sewage network”), bids must be made for the following technical units: CS-1, CS-2, CS-3, CS-4, CS-5, NY-1, NY-2, E-NY 1-0-0, E-NY 2-0-0, E-NY 3-0-0, CS-NY-1, CS-NY-2, CS-NY-3, CS-NY-4, CS-NY-5, CS-NY-6, E-CS 20-0-0 pipelines, Homok Street sewage treatment plant, EI. no. lifting station, 3545/2 Hrsz lifting station (Planning areas marked in blue on the drawing “Overview site plan – partial offer for demolition”) The number of residential properties to be supplied is currently: 164 properties. Total length of gravity sewer network and pressure sewer network and pressure pipes: 6179 m. PART 3: Construction of a road providing access to the site (Not affected by the trial operation) The task is to construct a road providing access to the new Dabas wastewater treatment plant, which is located in the current outskirts of the settlement, in the area between the primary main road no. 5 and the national road no. 4604, north of Dabas. The 0129 hrsz road has the existing asphalt pavement between the 0+000-0+350 km sections. The road enables access to the Alsóbesnyő settlement part of Dabas. The width of the existing road pavement is generally 4.2-4.6 meters, which will be increased by constructing a new road structure after demolition. The existing dirt road needs to be paved on the section of the 0129 hrsz road following the 0+350 km section and on the planned section in the 0146 hrsz area.628 m – DN200 – KG-PVC E-Cs 20-2-0 gravity sewer (Rabár erdő utca): 153 m – DN200 – KG-PVC E-Cs 21-0-0 gravity sewer (Rabár erdő utca): 278 m – DN200 – KG-PVC E-Cs 22-0-0 gravity sewer (Fenyves utca): 344 m – DN200 – KG-PVC E-Ny 4-0-0 pressure pipeline (Rabár erdő utca): 41 m – D110 PE E-Ny 5-0-0 pressure pipeline (Fenyves utca): 289 m – D90 PE Sewage lifting stations to be built: E-II. no. lifting station, E-III. no. On the other hand, in Part 2, from the design documentation for the urban sewage network (“Design of the new sewage treatment plant and related facilities in Dabas, Design of the sewage network development related to the new sewage treatment plant in Dabas - implementation plan, VERSION NUMBER: V2, Job number: 2023/T/59” - folder named “Urban sewage network”), bids must be made for the following technical units: CS-1, CS-2, CS-3, CS-4, CS-5, NY-1, NY-2, E-NY 1-0-0, E-NY 2-0-0, E-NY 3-0-0, CS-NY-1, CS-NY-2, CS-NY-3, CS-NY-4, CS-NY-5, CS-NY-6, E-CS 20-0-0 pipelines, Homok Street sewage treatment plant, EI. no. lifting station, 3545/2 Hrsz lifting station (Planning areas marked in blue on the drawing “Overview site plan – partial offer for demolition”) The number of residential properties to be supplied is currently: 164 properties. Total length of gravity sewer network and pressure sewer network and pressure pipes: 6179 m. PART 3: Construction of a road providing access to the site (Not affected by the trial operation) The task is to construct a road providing access to the new Dabas wastewater treatment plant, which is located in the current outskirts of the settlement, in the area between the primary main road no. 5 and the national road no. 4604, north of Dabas. The 0129 hrsz road has the existing asphalt pavement between the 0+000-0+350 km sections. The road enables access to the Alsóbesnyő settlement part of Dabas. The width of the existing road pavement is generally 4.2-4.6 meters, which will be increased by constructing a new road structure after demolition. The existing dirt road needs to be paved on the section of the 0129 hrsz road following the 0+350 km section and on the planned section in the 0146 hrsz area.CS-NY-2, CS-NY-3, CS-NY-4, CS-NY-5, CS-NY-6, E-CS 20-0-0 pipelines, Homok Street lift, EI. lift, 3545/2 Hrsz-ú lift (Planning areas marked in blue on the drawing “Overview site plan – partial offer for demolition”) Number of residential properties to be supplied: 164 properties at present. Gravity sewer network and pressure sewer network and pressure pipes in total: 6179 m. PART 3: Construction of a road providing access to the site (Not affected by the trial operation) The task is to carry out the construction of a road providing access to the new Dabas wastewater treatment plant, which is located in the current outskirts of the settlement in the area between the 5th primary main road and the 4604th national road, north of Dabas. The 0129 hrsz road has an existing asphalt surface between the 0+000-0+350 km sections. The road enables access to the Dabas Alsóbesnyő settlement. The width of the existing road surface is generally 4.2-4.6 meters, which will be increased by building a new road structure after demolition. The existing dirt road needs to be paved on the section following the 0+350 km section of the 0129 hrsz road, as well as on the planned section in the 0146 hrsz area.CS-NY-2, CS-NY-3, CS-NY-4, CS-NY-5, CS-NY-6, E-CS 20-0-0 pipelines, Homok Street lift, EI. lift, 3545/2 Hrsz-ú lift (Planning areas marked in blue on the drawing “Overview site plan – partial offer for demolition”) Number of residential properties to be supplied: 164 properties at present. Gravity sewer network and pressure sewer network and pressure pipes in total: 6179 m. PART 3: Construction of a road providing access to the site (Not affected by the trial operation) The task is to carry out the construction of a road providing access to the new Dabas wastewater treatment plant, which is located in the current outskirts of the settlement in the area between the 5th primary main road and the 4604th national road, north of Dabas. The 0129 hrsz road has an existing asphalt surface between the 0+000-0+350 km sections. The road enables access to the Dabas Alsóbesnyő settlement. The width of the existing road surface is generally 4.2-4.6 meters, which will be increased by building a new road structure after demolition. The existing dirt road needs to be paved on the section following the 0+350 km section of the 0129 hrsz road, as well as on the planned section in the 0146 hrsz area. with tender notice no. 721553-2026 published on 19 Oct 2026. The tender expired on 30 Oct 2026. This tender is sourced from TED Europa and is eligible for suppliers interested in Sewage-treatment plant construction work. Interested bidders can obtain further information including complete bid documents or ways to participate by registering on Tender Impulse and referencing via Tender Impulse ID 15633173.

Tender Details

Tender NoticeTI Ref: 15633173
Tender Notice No
721553-2026
Tender Organisation
Dabas City Municipality
Tender Service
Worldwide
Tender Region
Tender Project Location
Tender CPV
45252100 : Sewage-treatment plant construction work
Tender Source
TED Europa
Tender Document Type
Competition
Tender Deadline
30 Oct 2026 Deadline passed
Tender Description
Task: Development of the sewage disposal and treatment system of the city of Dabas under a business contract, and conducting a minimum 6-month trial operation, performing the tasks covered by the warranty during the warranty period. The construction plans for the sewage treatment plant and network development to be established were prepared under the KEHOP-2.1.3-15-2022-00105 subsidy contract, therefore the FIDIC “Red” Book contract structure will be applied. A preliminary examination procedure was required for the entire investment, which was concluded with a resolution (PE/KTHF/00172-15/2024. - conducting an environmental impact assessment is not required). PART 1: Construction of a wastewater treatment plant and a poplar irrigation plant, network construction tasks a.) Construction of a wastewater treatment plant: The new plant will be built on the outskirts of Dabas, on the plot with the number 0148/5-8 hrsz, as a new, greenfield investment. The planned new wastewater treatment plant will treat the wastewater of the city of Dabas, its organic matter capacity is 30,670 PEE, and its treatment capacity is 3100 m3/day. Several different structures, buildings, and technological facilities are being constructed in the planning area. SBR wastewater treatment technology will be used at the new plant. b.) Establishment and renovation of a poplar irrigation plant The new poplar irrigation plant will include a new poplar irrigation plant, which ensures the final disposal of the treated wastewater. The design documentation includes a treated sewage main channel, a pressure pipeline, poplar tree ridges, irrigation trays, drain pipes and a bypass branch. In addition to the existing 21.5 ha of poplar trees, an additional 27.5 ha of poplar tree wastewater irrigation will be established. In addition to the construction of new drainage ditches, the restoration of the current, heavily degraded trays will be carried out on a scheduled basis. c.) Construction of sewer network and shafts (from control shafts 1 and 2 to the wastewater treatment plant) (Not affected by the trial operation) The fundamental task of this work section is to solve the problem of transferring the wastewater volume arriving via the currently operating 4 collector pressure pipelines towards the new wastewater treatment plant to be established. Within this framework, the following canal sections will be built: the new end lifting shafts, the pressure-type canal sections connecting the current collecting pipes (water control shafts), the pressure-operated collecting backbone pipes (twin pipes) connecting the new end lifting shafts and the planned new wastewater treatment plant. The plans also include the construction of a drinking water pipe ensuring the supply of network drinking water to the planned wastewater treatment plant. PART 2: Development of the sewage network in the city (Not affected by the pilot plant) This part of the work can be implemented independently, technically separated from Part 1. Which includes, on the one hand, the expansion of the sewage network of Örkényi Street and its surroundings (“Design of a new sewage treatment plant and related facilities in Dabas, Design of sewage network development related to the new sewage treatment plant in Dabas, Design of sewage network development of Örkényi Street and its surroundings - implementation plan, Work number: 2024/T90” - folder named “Örkényi Street sewage network”).Gravity and pressure pipeline sections are being built on Örkényi Road and Szőlő, Akácos, Rabárerdő, Venyige, Fenyves Streets, with lifting shafts and related facilities. Number of residential properties to be supplied currently: 254 properties. Total gravity sewer network and pressure pipelines: 5,046 m. Network sections to be built: E-Cs 16-0-0 gravity canal (Örkényi út): 1503 m – DN200 – KG-PVC E-Cs 17-0-0 gravity canal (Szőlő utca): 974 m – DN200 – KG-PVC E-Cs 18-0-0 gravity canal (Rabárerdő utca I.): 501 m – DN200 – KG-PVC E-Cs 19-0-0 gravity canal (Rabárerdő utca II.): 335 m – DN200 – KG-PVC E-Cs 20-1-0 gravity canal (Fenyves utca, Akácos utca): 628 m – DN200 – KG-PVC E-Cs 20-2-0 gravity canal (Rabár erdő utca): 153 m – DN200 – KG-PVC E-Cs 21-0-0 gravity sewer (Rabár erdő utca): 278 m – DN200 – KG-PVC E-Cs 22-0-0 gravity sewer (Fenyves utca): 344 m – DN200 – KG-PVC E-Ny 4-0-0 pressure pipeline (Rabár erdő utca): 41 m – D110 PE E-Ny 5-0-0 pressure pipeline (Fenyves utca): 289 m – D90 PE Sewage lifting stations to be built: E-II. no. lifting station, E-III. no. On the other hand, in Part 2, from the design documentation for the urban sewage network (“Design of the new sewage treatment plant and related facilities in Dabas, Design of the sewage network development related to the new sewage treatment plant in Dabas - implementation plan, VERSION NUMBER: V2, Job number: 2023/T/59” - folder named “Urban sewage network”), bids must be made for the following technical units: CS-1, CS-2, CS-3, CS-4, CS-5, NY-1, NY-2, E-NY 1-0-0, E-NY 2-0-0, E-NY 3-0-0, CS-NY-1, CS-NY-2, CS-NY-3, CS-NY-4, CS-NY-5, CS-NY-6, E-CS 20-0-0 pipelines, Homok Street sewage treatment plant, EI. no. lifting station, 3545/2 Hrsz lifting station (Planning areas marked in blue on the drawing “Overview site plan – partial offer for demolition”) The number of residential properties to be supplied is currently: 164 properties. Total length of gravity sewer network and pressure sewer network and pressure pipes: 6179 m. PART 3: Construction of a road providing access to the site (Not affected by the trial operation) The task is to construct a road providing access to the new Dabas wastewater treatment plant, which is located in the current outskirts of the settlement, in the area between the primary main road no. 5 and the national road no. 4604, north of Dabas. The 0129 hrsz road has the existing asphalt pavement between the 0+000-0+350 km sections. The road enables access to the Alsóbesnyő settlement part of Dabas. The width of the existing road pavement is generally 4.2-4.6 meters, which will be increased by constructing a new road structure after demolition. The existing dirt road needs to be paved on the section of the 0129 hrsz road following the 0+350 km section and on the planned section in the 0146 hrsz area.Total length of gravity sewer network and pressure pipes: 5,046 m. Network sections to be built: E-Cs 16-0-0 gravity canal (Örkényi út): 1503 m – DN200 – KG-PVC E-Cs 17-0-0 gravity canal (Szőlő utca): 974 m – DN200 – KG-PVC E-Cs 18-0-0 gravity canal (Rabárerdő utca I.): 501 m – DN200 – KG-PVC E-Cs 19-0-0 gravity canal (Rabárerdő utca II.): 335 m – DN200 – KG-PVC E-Cs 20-1-0 gravity canal (Fenyves utca, Akácos utca): 628 m – DN200 – KG-PVC E-Cs 20-2-0 gravity canal (Rabár erdő utca): 153 m – DN200 – KG-PVC E-Cs 21-0-0 gravity sewer (Rabár erdő utca): 278 m – DN200 – KG-PVC E-Cs 22-0-0 gravity sewer (Fenyves utca): 344 m – DN200 – KG-PVC E-Ny 4-0-0 pressure pipeline (Rabár erdő utca): 41 m – D110 PE E-Ny 5-0-0 pressure pipeline (Fenyves utca): 289 m – D90 PE Sewage lifting stations to be built: E-II. no. lifting station, E-III. no. On the other hand, in Part 2, from the design documentation for the urban sewage network (“Design of the new sewage treatment plant and related facilities in Dabas, Design of the sewage network development related to the new sewage treatment plant in Dabas - implementation plan, VERSION NUMBER: V2, Job number: 2023/T/59” - folder named “Urban sewage network”), bids must be made for the following technical units: CS-1, CS-2, CS-3, CS-4, CS-5, NY-1, NY-2, E-NY 1-0-0, E-NY 2-0-0, E-NY 3-0-0, CS-NY-1, CS-NY-2, CS-NY-3, CS-NY-4, CS-NY-5, CS-NY-6, E-CS 20-0-0 pipelines, Homok Street sewage treatment plant, EI. no. lifting station, 3545/2 Hrsz lifting station (Planning areas marked in blue on the drawing “Overview site plan – partial offer for demolition”) The number of residential properties to be supplied is currently: 164 properties. Total length of gravity sewer network and pressure sewer network and pressure pipes: 6179 m. PART 3: Construction of a road providing access to the site (Not affected by the trial operation) The task is to construct a road providing access to the new Dabas wastewater treatment plant, which is located in the current outskirts of the settlement, in the area between the primary main road no. 5 and the national road no. 4604, north of Dabas. The 0129 hrsz road has the existing asphalt pavement between the 0+000-0+350 km sections. The road enables access to the Alsóbesnyő settlement part of Dabas. The width of the existing road pavement is generally 4.2-4.6 meters, which will be increased by constructing a new road structure after demolition. The existing dirt road needs to be paved on the section of the 0129 hrsz road following the 0+350 km section and on the planned section in the 0146 hrsz area.Total length of gravity sewer network and pressure pipes: 5,046 m. Network sections to be built: E-Cs 16-0-0 gravity canal (Örkényi út): 1503 m – DN200 – KG-PVC E-Cs 17-0-0 gravity canal (Szőlő utca): 974 m – DN200 – KG-PVC E-Cs 18-0-0 gravity canal (Rabárerdő utca I.): 501 m – DN200 – KG-PVC E-Cs 19-0-0 gravity canal (Rabárerdő utca II.): 335 m – DN200 – KG-PVC E-Cs 20-1-0 gravity canal (Fenyves utca, Akácos utca): 628 m – DN200 – KG-PVC E-Cs 20-2-0 gravity canal (Rabár erdő utca): 153 m – DN200 – KG-PVC E-Cs 21-0-0 gravity sewer (Rabár erdő utca): 278 m – DN200 – KG-PVC E-Cs 22-0-0 gravity sewer (Fenyves utca): 344 m – DN200 – KG-PVC E-Ny 4-0-0 pressure pipeline (Rabár erdő utca): 41 m – D110 PE E-Ny 5-0-0 pressure pipeline (Fenyves utca): 289 m – D90 PE Sewage lifting stations to be built: E-II. no. lifting station, E-III. no. On the other hand, in Part 2, from the design documentation for the urban sewage network (“Design of the new sewage treatment plant and related facilities in Dabas, Design of the sewage network development related to the new sewage treatment plant in Dabas - implementation plan, VERSION NUMBER: V2, Job number: 2023/T/59” - folder named “Urban sewage network”), bids must be made for the following technical units: CS-1, CS-2, CS-3, CS-4, CS-5, NY-1, NY-2, E-NY 1-0-0, E-NY 2-0-0, E-NY 3-0-0, CS-NY-1, CS-NY-2, CS-NY-3, CS-NY-4, CS-NY-5, CS-NY-6, E-CS 20-0-0 pipelines, Homok Street sewage treatment plant, EI. no. lifting station, 3545/2 Hrsz lifting station (Planning areas marked in blue on the drawing “Overview site plan – partial offer for demolition”) The number of residential properties to be supplied is currently: 164 properties. Total length of gravity sewer network and pressure sewer network and pressure pipes: 6179 m. PART 3: Construction of a road providing access to the site (Not affected by the trial operation) The task is to construct a road providing access to the new Dabas wastewater treatment plant, which is located in the current outskirts of the settlement, in the area between the primary main road no. 5 and the national road no. 4604, north of Dabas. The 0129 hrsz road has the existing asphalt pavement between the 0+000-0+350 km sections. The road enables access to the Alsóbesnyő settlement part of Dabas. The width of the existing road pavement is generally 4.2-4.6 meters, which will be increased by constructing a new road structure after demolition. The existing dirt road needs to be paved on the section of the 0129 hrsz road following the 0+350 km section and on the planned section in the 0146 hrsz area.628 m – DN200 – KG-PVC E-Cs 20-2-0 gravity sewer (Rabár erdő utca): 153 m – DN200 – KG-PVC E-Cs 21-0-0 gravity sewer (Rabár erdő utca): 278 m – DN200 – KG-PVC E-Cs 22-0-0 gravity sewer (Fenyves utca): 344 m – DN200 – KG-PVC E-Ny 4-0-0 pressure pipeline (Rabár erdő utca): 41 m – D110 PE E-Ny 5-0-0 pressure pipeline (Fenyves utca): 289 m – D90 PE Sewage lifting stations to be built: E-II. no. lifting station, E-III. no. On the other hand, in Part 2, from the design documentation for the urban sewage network (“Design of the new sewage treatment plant and related facilities in Dabas, Design of the sewage network development related to the new sewage treatment plant in Dabas - implementation plan, VERSION NUMBER: V2, Job number: 2023/T/59” - folder named “Urban sewage network”), bids must be made for the following technical units: CS-1, CS-2, CS-3, CS-4, CS-5, NY-1, NY-2, E-NY 1-0-0, E-NY 2-0-0, E-NY 3-0-0, CS-NY-1, CS-NY-2, CS-NY-3, CS-NY-4, CS-NY-5, CS-NY-6, E-CS 20-0-0 pipelines, Homok Street sewage treatment plant, EI. no. lifting station, 3545/2 Hrsz lifting station (Planning areas marked in blue on the drawing “Overview site plan – partial offer for demolition”) The number of residential properties to be supplied is currently: 164 properties. Total length of gravity sewer network and pressure sewer network and pressure pipes: 6179 m. PART 3: Construction of a road providing access to the site (Not affected by the trial operation) The task is to construct a road providing access to the new Dabas wastewater treatment plant, which is located in the current outskirts of the settlement, in the area between the primary main road no. 5 and the national road no. 4604, north of Dabas. The 0129 hrsz road has the existing asphalt pavement between the 0+000-0+350 km sections. The road enables access to the Alsóbesnyő settlement part of Dabas. The width of the existing road pavement is generally 4.2-4.6 meters, which will be increased by constructing a new road structure after demolition. The existing dirt road needs to be paved on the section of the 0129 hrsz road following the 0+350 km section and on the planned section in the 0146 hrsz area.628 m – DN200 – KG-PVC E-Cs 20-2-0 gravity sewer (Rabár erdő utca): 153 m – DN200 – KG-PVC E-Cs 21-0-0 gravity sewer (Rabár erdő utca): 278 m – DN200 – KG-PVC E-Cs 22-0-0 gravity sewer (Fenyves utca): 344 m – DN200 – KG-PVC E-Ny 4-0-0 pressure pipeline (Rabár erdő utca): 41 m – D110 PE E-Ny 5-0-0 pressure pipeline (Fenyves utca): 289 m – D90 PE Sewage lifting stations to be built: E-II. no. lifting station, E-III. no. On the other hand, in Part 2, from the design documentation for the urban sewage network (“Design of the new sewage treatment plant and related facilities in Dabas, Design of the sewage network development related to the new sewage treatment plant in Dabas - implementation plan, VERSION NUMBER: V2, Job number: 2023/T/59” - folder named “Urban sewage network”), bids must be made for the following technical units: CS-1, CS-2, CS-3, CS-4, CS-5, NY-1, NY-2, E-NY 1-0-0, E-NY 2-0-0, E-NY 3-0-0, CS-NY-1, CS-NY-2, CS-NY-3, CS-NY-4, CS-NY-5, CS-NY-6, E-CS 20-0-0 pipelines, Homok Street sewage treatment plant, EI. no. lifting station, 3545/2 Hrsz lifting station (Planning areas marked in blue on the drawing “Overview site plan – partial offer for demolition”) The number of residential properties to be supplied is currently: 164 properties. Total length of gravity sewer network and pressure sewer network and pressure pipes: 6179 m. PART 3: Construction of a road providing access to the site (Not affected by the trial operation) The task is to construct a road providing access to the new Dabas wastewater treatment plant, which is located in the current outskirts of the settlement, in the area between the primary main road no. 5 and the national road no. 4604, north of Dabas. The 0129 hrsz road has the existing asphalt pavement between the 0+000-0+350 km sections. The road enables access to the Alsóbesnyő settlement part of Dabas. The width of the existing road pavement is generally 4.2-4.6 meters, which will be increased by constructing a new road structure after demolition. The existing dirt road needs to be paved on the section of the 0129 hrsz road following the 0+350 km section and on the planned section in the 0146 hrsz area.CS-NY-2, CS-NY-3, CS-NY-4, CS-NY-5, CS-NY-6, E-CS 20-0-0 pipelines, Homok Street lift, EI. lift, 3545/2 Hrsz-ú lift (Planning areas marked in blue on the drawing “Overview site plan – partial offer for demolition”) Number of residential properties to be supplied: 164 properties at present. Gravity sewer network and pressure sewer network and pressure pipes in total: 6179 m. PART 3: Construction of a road providing access to the site (Not affected by the trial operation) The task is to carry out the construction of a road providing access to the new Dabas wastewater treatment plant, which is located in the current outskirts of the settlement in the area between the 5th primary main road and the 4604th national road, north of Dabas. The 0129 hrsz road has an existing asphalt surface between the 0+000-0+350 km sections. The road enables access to the Dabas Alsóbesnyő settlement. The width of the existing road surface is generally 4.2-4.6 meters, which will be increased by building a new road structure after demolition. The existing dirt road needs to be paved on the section following the 0+350 km section of the 0129 hrsz road, as well as on the planned section in the 0146 hrsz area.CS-NY-2, CS-NY-3, CS-NY-4, CS-NY-5, CS-NY-6, E-CS 20-0-0 pipelines, Homok Street lift, EI. lift, 3545/2 Hrsz-ú lift (Planning areas marked in blue on the drawing “Overview site plan – partial offer for demolition”) Number of residential properties to be supplied: 164 properties at present. Gravity sewer network and pressure sewer network and pressure pipes in total: 6179 m. PART 3: Construction of a road providing access to the site (Not affected by the trial operation) The task is to carry out the construction of a road providing access to the new Dabas wastewater treatment plant, which is located in the current outskirts of the settlement in the area between the 5th primary main road and the 4604th national road, north of Dabas. The 0129 hrsz road has an existing asphalt surface between the 0+000-0+350 km sections. The road enables access to the Dabas Alsóbesnyő settlement. The width of the existing road surface is generally 4.2-4.6 meters, which will be increased by building a new road structure after demolition. The existing dirt road needs to be paved on the section following the 0+350 km section of the 0129 hrsz road, as well as on the planned section in the 0146 hrsz area.
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Frequently Asked Questions About This Tender

Who has issued this tender, and what is it for?
The tender has been issued by Dabas City Municipality in Hungary. Such a type of tender falls under Sewage-treatment plant construction work, within the Healthcare & Medical sector, and is listed on Tender Impulse under notice number 721553-2026.
What are the key dates for this tender?
The notice was published on 19 Oct 2026 and submissions close on 30 Oct 2026. Late bids are rarely accepted in public procurement, so aim to have your documents ready several days before the closing date.
Which CPV codes apply to this tender?
It is classified under CPV codes 45252100, which correspond to Sewage-treatment plant construction work. If your company supplies these products or services, these are the codes to save in your alert profile so no matching tender passes you by.
Can I submit my bid for this tender to Tender Impulse?
No - and this matters. Tender Impulse is a tender aggregation and alert service: we collect procurement notices from official sources around the world and list them in one place. We do not receive, forward or evaluate bids. Your bid for this tender must be submitted directly to Dabas City Municipality, using the method described in the original tender document, before 30 Oct 2026. Tender Impulse provides complete assistance in submitting all bids posted on its website.
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Request a live demo on Tender Impulse and our tender experts will walk you through this listing, share the available documents, and explain how to submit your bid to Dabas City Municipality. Subscribers also receive help with registration requirements and, where needed, translation of non-English notices - but the submission itself always goes from you to the buyer.
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How to prepare for this bid?
Suppliers must verify technical specifications, the delivery schedules and any other intrinsic details as provided in the complete bid documents before deciding to submit their bids. All necessary certifications and supplier registrations must be undertaken before participation.
Is this tender beneficial for me?
The procurement is applicable to companies in the Sewage-treatment plant construction work and related industries. If you belong to this industry, you can review the technical documents before assessing your relevance to your company.
What is the procurement trend for Wastewater treatment plant, network, road construction in Dabas?
The public procurement trends for Wastewater treatment plant, network, road construction in Dabas can be assessed by viewing historical data and buying patterns for this product. Subscribed members can view and even download reports of tenders released in the past for their market research. This shall allow them to carefully prepare a compelling bid.

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