Modernization of the irrigation system at the Forest Nursery in Nowy Młyn

… at that time had a social and office function. As a result of the construction of a social and technical building in 2002 and the emergence over the years of a number of other electrically powered devices, the cross-section of the existing power line is insufficient. It is not adapted to the high loads that the P2 pump unit will generate. - Construction of pumping station building P2 - Within the water reservoirs, the building in which the water fittings will be placed should be located. Due to its purpose, the building is designed in a traditional brick construction. - Installation of steel water storage tanks with a capacity of 2 x 338 m3. - Tanks are planned to be made as open, with a metal structure, placed on a foundation slab. This will allow the temperature of the rainwater to rise. The reservoir will act as a buffer – a supply of rainwater, supplied from the existing water intake located on the Ilanka river or, in the case of a low river status, from an alternative intake. - Execution of an alternative groundwater abstraction on the basis of an existing well - Due to the persistently low water level in the Ilanka river in recent years, which causes difficulties in raining crops, a solution for emergency replenishment of water reserves in tanks using the existing well is being designed. The water drawn from the underground intake will also supply the social and technical building with the following number: 109/674. - Modernisation of rain systems - During the design work, the existing rain system was assessed. The course of the sprinkler lines will not change, but the replacement of sprinklers adapted to current standards and irrigation surfaces is planned. Detailed Description of the subject of the Order is the design documentation, which includes: 1) land development project – constituting Annex 1A to the FTZ; 2) architectural and construction project – constituting Annex 1B to the FTZ. 3) technical design - executive design - constituting Annex 1C to the FTZ. 4) Technical Specifications for the Execution and Acceptance of Works – constituting Annex 1D to the FTZ. 5) Measurements of works – constituting Annex 1E to the FTZ. The contracting authority informs that the work dimensions attached to the FTZ do not determine the scope of the contract. The contractor itself should verify and determine whether it is necessary to carry out works other than those specified in the work orders and whether the quantities given are correct. The contractor is obliged to include in the price all costs for works necessary for the proper performance of the contract, in accordance with the technology of works specified in the FTZ and in the documents accompanying the FTZ describing the subject of the contract. Pre-measures are informative and auxiliary in calculating the price of the offer. 6) Ground tests – geotechnical opinion – attached as Annex 1F to the FTZ. 7) Formal documents constituting Annex 1G to the FTZ