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IndustrialPolandpruszcz-gdanski

Works for complete or part construction and civil engineering work

Powiat Gdański z siedzibą w Pruszczu Gdańskim | Published November 25, 2015
Winner
Skanska S.A.
cpvs
45200000, 45111200, 45244000, 45232410

The contract is: Project co-financed by the European Union Cohesion Fund under the Operational Programme Infrastructure and Environment for 2007-2013, in terms of the following tasks: - task of No. 1 - repair the footbridge K4 at the restaurant U Jacob, the Polish Army, the Peasant Battalions, industrial - task of No. 5 - hardening at the end of the technological road. The contract includes the execution of works in accordance with project documentation, technical specifications Execution and Acceptance of Construction Works and Works przedmiarami No. 9 annexed hereto. The scope of the contract: The project is co-financed by the European Union Cohesion Fund under the Operational Programme Infrastructure and Environment for 2007-2013, in terms of the following tasks: - Task No. 1 - Renovation of the bridge K4 at the restaurant U Jacob includes: Arrivals to the footbridge at the level of existing ground. The geometric parameters: The width of a pedestrian in the light of the railings 4.20 m, width 4.99 m footbridge; The object's length 11.90 m - length. Aisles. the ankle; Theoretical span of 9.00 meters; Light horizontal (between abutments) 8.80 m; Ordinate construction in the middle of the span 11.30 m; Repair of the reinforced concrete structure spans Make a new cornices of concrete B30. At the end, the entire surface of the concrete (areas repaired or not repaired) applied leveling mortar. Surface Play the surface of the stone cube in the fall 2 percent napodsypce herring-bone cement-sand. 3 cm. Abutments Abutments clean, weld degraded concrete. Carry armor reinforced concrete nominal thickness of 10 cm, reinforced with steel mesh anchored to the body of beachhead. Balustrades By the stairs from the restaurant make a gate. Corrosion protection of concrete surface. Colours as indicated by the Investor. Army Polish includes: geometric parameters: width of a pedestrian in the light of the railings 2.50 m, width 2.70 m length of the bridge facility 9.95 m 9.15 m span theoretical Light horizontal (between abutments) 8.65 m ordinate construction in the middle 11.32 m span steel structure spans crossbars are fastened to the vertical ribs. The entire steel structure must be protected against corrosion for corrosivity category C4 after uprzednimoczyszczeniu to Sa 2.5: 1. zinc 0.2 mm; 2. The intermediate layer - epoxy, the nominal thickness of the coating 2x60 microns; 3. topcoat - Polyurethane nominal coating thickness of 80 microns; 100kN. The surface of the footbridge area boards will be finished in non-slip manner. Polish Army). Abutments reinforced concrete abutments longwall with a thickness of 0.50 m of concrete B30, reinforced with steel A-IIIN BSt500 Sposadowione on existing abutments, whose renovation was included in another study. The construction of railings railings with a height of 1.20 m according to the solution adopted for the footbridges in Pruszcz Gdanski. Slopes reinforce the banks affected during the works to strengthen by sowing grass on humus layer. Peasant Battalions: Take the exit toward Gdansk length - 41.6 m, width - 3.2 m, the area - ok.135 m². Take the exit toward Pruszcz Gdansk length - 51.6 m, width - 3.2 m, the area - ok.175 m². Grunwald through existing trips. Industrial: length - 29.3 m, width - 2.65 m area - ok.77 m². Grunwald. The elements are made of the same materials and aesthetics as technological road to the crown shaft and staircase at km 9 + 891 Radunia Canal. - Problem # 5 - Hardening at the end of the technological road: area 157 square meters. The elements are made of the same materials and aesthetics as technological road to the crown shaft. Waste management. Waste generated in the course of implementing the works. Contractor in the course of action taken causing or likely to cause waste, should such action plan, design and conduct so as to: - prevent waste and reduce the amount of waste and its negative impact on the environment in the manufacture of products, during and after their use, - ensure consistent with the principles of environmental recovery, if it failed to prevent waste - ensure compliance with the principles of environmental protection disposal of waste, which could not have been prevented or which could not be recovered. In the first place it should be recovered, and if technological reasons it is not possible or is not justified for reasons of environmental or economic reasons, this waste should be disposed of in accordance with the requirements of environmental protection and waste management plans. - Waste, which could not be recovered should be so disposed that was stored only those wastes whose disposal in other s

Works for complete or part construction and civil engineering work

Powiat Gdański z siedzibą w Pruszczu Gdańskim | Published October 3, 2015  -  Deadline November 10, 2015
cpvs
45200000, 45111200, 45244000, 45232410, 45233120

The contract is: Project co-financed by the European Union Cohesion Fund under the Operational Programme Infrastructure and Environment for 2007-2013, in terms of the following tasks: Task 1 - repair the footbridge K4 at the restaurant U Jacob. Polish Army. Peasant Battalions. Industry. Problem # 5 - hardening at the end of the technological road. The contract includes the execution of works in accordance with project documentation, technical specifications Execution and Acceptance of Construction Works and Works przedmiarami No. 9 annexed hereto. The scope of the contract: The project is co-financed by the European Union Cohesion Fund under the Operational Programme Infrastructure and Environment 2007-2013., In terms of the following tasks: Task 1 - Repair of the bridge K4 at the restaurant U Jacob includes: Arrivals to the footbridge at the level of existing ground. The geometric parameters: The width of a pedestrian in the light railings footbridge 4.20 m Width 4.99 m Length 11.90 m facility - L. Aisles. with ankle theoretical range 9.00 m Light horizontal (between abutments) 8.80 m ordinate construction in the middle of the span 11.30 m span reinforced concrete structure repair Perform anticorrosion coating over the entire length and circumference exposed reinforcement bars. Perform a new cornices of concrete B30. At the end, the entire surface of the concrete (areas repaired or not repaired) applied leveling mortar. Recreate surface with cobble stone pavement in a herring-bone decline 2 percent on the ballast of cement - sand. 3cm. Abutments Abutments clean, weld degraded concrete. Carry armor reinforced concrete nominal thickness of 10cm, reinforced with steel mesh anchored to the body of beachhead. Balustrades By the stairs from the restaurant make a gate. Corrosion protection of concrete surface. Colours as indicated by the Investor. Army Polish includes: geometric parameters: width of a pedestrian in the light of the railings 2.50 m width 2.70 m length of the bridge facility 9.95 m 9.15 m span theoretical Light horizontal (between abutments) 8.65 m ordinate construction in the middle of the span 11.32 m span steel structure of crossbars are fastened to the vertical ribs. The entire steel structure must be protected against corrosion for corrosivity category C4 after cleaning to Sa 2.5: 1.cynkowanie 0.2 mm 2.warstwa indirect - epoxy, the nominal thickness of the coating 2x60 microns 3.warstwa coat - polyurethane, the nominal thickness of the coating 80 um 100kN. The surface of the footbridge area boards will be finished in non-slip manner. Polish Army). Abutments reinforced concrete abutments longwall with a thickness of 0.50 m of concrete B30, reinforced with steel A-IIIN BSt500S founded on the existing abutments, whose renovation was included in another study. The construction of railings railings with a height of 1.20m by the solution adopted for the footbridges in Pruszcz Gdanski. Slopes reinforce the banks affected during the works to strengthen by sowing grass on humus layer. Peasant Battalions Congress to Gdansk length - 41.6 m width - 3.2 m area - ok.135 m2 Take the exit toward Pruszcz Gdansk length - 51.6 m width - 3.2 m area - ok.175 m2 Grunwald through existing trips. Industrial length - 29.3 m width - 2.65 m area - ok.77 m2 of Grunwald. The elements are made of the same materials and aesthetics as technological road to the crown shaft and staircase at km 9 + 891 Radunia Canal. Problem # 5 - Hardening at the end of the technological road. 157m2 surface elements are made of the same materials and aesthetics as technological road to the crown shaft. Waste management. Waste generated in the course of implementing the works. Contractor in the course of action taken causing or likely to cause waste, should such action plan, design and conduct so as to: - prevent waste and reduce the amount of waste and its negative impact on the environment in the manufacture of products, during and after their use, - ensure consistent with the principles of environmental recovery, if it failed to prevent waste, - ensure compliance with the principles of environmental protection disposal of waste, which could not have been prevented or which could not be recovered. In the first place it should be recovered, and if technological reasons it is not possible or is not justified for reasons of environmental or economic reasons, this waste should be disposed of in accordance with the requirements of environmental protection and waste management plans. - Waste, which could not be recovered should be disposed of,
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