Development of the area at the Father Jerzy Popiełuszko School Complex in Juchnowiec Górny.

The Juchnowiec Kościelny Commune in Poland from Europe region has released this tender for 1.The subject of the contract is the development of the area adjacent to the School Complex named after Father Jerzy Popiełuszko in Juchnowiec Górny, located on plots no. 508/24, 508/26, 508/27, and 508/28 within the Juchnowiec Dolny cadastral district, in the Juchnowiec Kościelny cadastral unit. The development of the area adjacent to the School Complex named after Father Jerzy Popiełuszko in Juchnowiec Górny, which includes: • Construction of an outbuilding with a garbage can – construction of an outbuilding with a garbage can in the northwestern part of the plot. Twenty parking spaces are located along the planned access road to the outbuilding. The expanded space, measuring 4x5m, located closest to the garbage can, adjacent to the wall of the outbuilding, is intended for a container. The container space has been covered with insulating greenery. • Adding a shelter to the teaching building - a shelter for children is planned for the teaching building, next to the main entrance. The shelter adjoins the existing school building with two walls (south and west). Within the shelter, pedestrian and vehicular traffic has been separated by concrete planters, placed along the edge of the planned sidewalk. Bicycle racks with approximately 6 spaces have been placed next to the planned shelter. • Construction of stands with 150-200 seats at the football field – outside the scope of the order. • Construction of three 9m high flagpoles – outside the scope of the order. • Delivery and installation of bicycle racks – 5 pcs. • Delivery and installation of concrete planters – 6 pcs. • Delivery and installation of standard garbage bins – 3 pcs. • Delivery and installation of standard benches – 3 pcs. • Construction of a parking lot with 67 parking spaces. For passenger cars, along with the necessary supporting infrastructure (drainage of paved surfaces, area lighting), and the dismantling of the area lighting system, an access road with a pedestrian walkway is planned along the eastern wall of the educational building, leading to the complex of sports fields and facilities. This area is paved with concrete slabs in the existing development, which, due to poor technical condition, should be removed and replaced with concrete paving stones. The access road ends with a 12.5x12.5m maneuvering area. Twenty-six parking spaces are planned along the planned road, including two designated for disabled persons. The outdoor stairs located between the parking lots should be dismantled and new ones constructed after the ground is graded (according to the road industry design). The stairs will feature galvanized steel railings on both sides, with a Ø50mm handrail and a height of 110cm. The handrails should be extended by 30cm before and after their end and terminated in a manner that ensures safe use. The balustrade rests on Ø50mm posts (3 posts per handrail), anchored to the foundation. The vertical balustrade infill elements are Ø20mm with a maximum opening between elements of 20cm. Next to the parking lots, near the main entrance to the School Complex,Bicycle racks with approximately 28 spaces will be installed. A paved surface with concrete paving stones, identical to the parking lots, is planned for this area. To increase parking capacity, 22 parking spaces (including three designated for disabled users) with an access road have been designed between the two existing access roads to the school grounds. The main pedestrian walkway leading from the public road to the teaching building will also be resurfaced. Three benches and a trash can have been placed along the walkway. Trash cans have also been placed near the bicycle racks and the planned lawns, near the entrance to the teaching building. A section of paved concrete paving stone has been designed in front of the teaching building, complementing the existing bituminous surface. This increases the maneuvering area for the school bus. The planned access roads and driveways are connected to public roads via the existing internal road system on the school grounds. Hardened surfaces are designed with water drainage into the external storm sewer system (according to the sanitary design). After leveling the area, low slopes will be created along the designed hardened surface. • Construction of a sanitary sewer system and demolition of the existing sanitary sewer system. • Construction of a cable lighting network, storm sewer system, and demolition of the existing storm sewer system and lighting network – construction of a sewer system – storm sewer system with laterals and inlets; demolition of the existing storm sewer system; dismantling of the existing street lighting network; dismantling of existing lighting poles; construction of a 0.4 kV LV cable lighting network; installation of galvanized steel street lighting poles with LED fixtures; laying casing pipes and culverts in cable trenches; installation of a closed-circuit television system. • Securing the inactive OGM settling tank – due to the nature of the facility, demolition of the tank should be carried out using mechanical equipment. The terrain surrounding the demolished structure does not allow for convenient access for transporting debris or changing excavator positions. Garages located directly above the tank and fencing the plot located a short distance from the tank should be considered as a disruption during demolition. These structures should be secured to avoid damage. A work technology and organization should be developed and agreed upon with the Client. Demolition or relocation of the sheet metal garages; Demolition of the slabs and foundations of the sheet metal garages; Excavation of the tank walls to a height of 2.36 meters below the tank surface; Removal of the tank walls and the walls of the flow chamber; If any waste unsuitable for disposal is found inside the dismantled tank, it should be extracted and disposed of.36 below the tank surface; Removal of the tank walls and the walls of the flow chamber; If any waste is found inside the dismantled tank that cannot be left in the ground, it should be removed and disposed of with tender notice no. 693305-2026 published on 08 Oct 2026. The tender is due to expire on 13 Nov 2026. This tender is sourced from TED Europa and is eligible for suppliers interested in Construction work for water and sewage pipelines. 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 15354362.