Tenders of Offizielle Bezeichnung Wetteraukreis Fachbereich Bildung Und Geb Udewirtschaft

Vob/a Construction description: The Wetteraukreis Plant The Energetic Refurbishment From Roof And Facade The Kurt-schumacher-schule In Karben. The renovation works are carried out in 2 construction sections. This... more Construction Description: The weather district Plant The Energetic Refurbishment From Roof And Facade At the Kurt-schumacher-schule In Karben. The renovation works are carried out in 2 construction sections. This performance directory Includes the works of the 2nd construction section The so-called Ostriegel The Kurt-schumacher-schule In Karben. Built in 1964 As a so-called Schuster-bau Building joins in two three-storey longitudinal bars, which are unlocked over four central stair towers. These staircase towers are always connected with the bars. It Deals To A Massiwbau Made of reinforced concrete parts, Partially supplemented by local concrete elements. Up to The Steps Towers, Which Both In Stock As In The New Energetic Concept Unheated Are Provided, Should The Total Building Cover A Thermal Insulation According to Current Geg Get. Finally Is For The Beiden Bar A Pre-hunged Rear Aired Facade Planned. The webs Should receive a plaster facade. Finally Should The Roof Surfaces The Bar A New Thermal Insulation Mitsamt Roof Gasket Receive. For this purpose, a roof edge elevation of a maximum of 25 Cm is necessary. The Dewatering The Flat roof The Beiden Bar is intended to be laid in front of the façade. During the entire renovation and refurbishment period will not be interrupted. This means that all open spaces, The Not In the Direct Refurbishment area lying, To use To join standing must. Due to school conditions (examination cycles) Noise-intensive work has to be coordinated with construction monitoring In consultation with the school management. Gewerke Description Interior window benches / 2nd construction section East bar The performance of the contractor Includes the interior window benches For preparation The execution of the Energetic facades and roof renovation The so-called East bar/ba 2 The Kurt-schumacher-schule In Karben. At The Approx. 80 M Langen, Approx. 9 M Widths And From The Upper Edge To The Top Edge Of The Supreme Floor Max. Approx. 10.50 M High Building Trades It To A Massiwbau Made of Steel Concrete Parts, Partially Supplemented By Ortbeton Elements. The building has a ground floor and two upper floors And is overlooked with a flat roof. The Ostriegel Des Sog. Altbaus The Kurt-schumacher-schule Located Approx. 1.73 M Higher As The West Bar And Is From The Patio Side (west side) About Four Bridges Bzw. Stairwells Accessible. Excerpt Mass Determination: Window Benches Artificial Stone Up to 180 Mm: 185 Mm Window Benches Artificial stone Up to 150 Mm: 215 M Window Benches Artificial stone Up to 140 Mm: 20 Mm Window Benches Artificial stone Up to 65 Mm: 170 Mm In this period standing up maximum 4 classrooms time equal available. From 24.7.2023 - 01.09.2023 (within The Hessian Summer School holidays) Finds No school business instead. The Services In The Classrooms and Side Rooms: After the Construction Site Mounting The Window, Successes The Dry Builders' Works, To Treat the Disputes. After that, successes The assembly of the inner window benches. Staircase: Direct After installation The window succeeds The installation The interior window bench. Bridges: Direct After installation The window And The attachment shell(dry construction works) Successes The installation The interior window bench. The work Successes Sectionally In each case 4 classrooms. In the last building section standing approx. 4 working days up to 25.08. Available to make the classrooms ready for acceptance. The team's on schedule. Excerpt Mass Determination: Window Benches Kunststein Up to 180 Mm: 185 M Window Benches Kunststein Up to 150 Mm: 215 M Window Benches Kunststein Up to 140 Mm: 20 M Window Benches Kunststein Up to 65 Mm: 170 Mm

Public tender Vob/a earthworks and shell construction work as part of the measure: addition of an elevator system to the Saalburg School in 61118 Bad Vilbel General building description The Saalburg School in Bad Vilbel is an all-day primary school. It is housed in two buildings. The construction work is being carried out on the new building, which consists of a 2-storey structure with offset pitched roofs. The addition of a barrier-free elevator is planned for the building. The elevator, with a platform size or an internal cabin dimension of approx. 1.10 x 1.40 m, is to be placed next to the main entrance to the building and in front of the existing external wall. Description of trades: Earthworks and structural work Quantity Unit Site equipment 1,000 Psch Site toilet cubicle 1,000 pcs Construction fence 12,000 M Construction power distribution box 1,000 pcs Window removal, plastic, approx. 2.5 m² 1,000 pcs Window removal, plastic, approx. 1.25 m² 1,000 pcs Demolition of window parapet 1,200 m² Removal of paving 9,000 m² Removal of paving substructure 2,700 m³ Excavation of foundation elevator 3,000 m³ Excavation of existing pipe trench 8,000 m Production of head holes 1,000 pcs Reinstallation of paving substructure 2,700 m³ Reinstallation of stored concrete paving stones 6,000 m² Closing window opening, Aw up to 40cm 3,250 m² Lean concrete under foundation 1,000 m³ Elevator foundation, reinforced concrete 2,5000 m³ Production of concrete edging 1,000 Psch Execution period: Construction expected from week 3, 2025 to week 15, 2025 Measurements/work planning/production etc. must be carried out in advance!

Public tender Vob/a General building description The Saalburg School in Bad Vilbel is an all-day primary school. It is housed in two buildings. The construction work is being carried out on the new building, which consists of a ... More general building description The Saalburg School in Bad Vilbel is an all-day primary school. It is housed in two buildings. The construction work is being carried out on the new building, which consists of a 2-storey structure with offset shed roofs. The addition of a barrier-free elevator is planned for the building. The elevator, with a platform size or an internal cabin dimension of approx. 1.10 x 1.40 m, is to be placed next to the main entrance to the building and in front of the existing external wall. The work will be carried out while the school is in operation. Trade description: Platform lift in accordance with the Machinery Directive 2006/42/EC and EN 81-41, for outdoor use. Self-supporting steel shaft with fastening in the pit, on the building and provided with shaft-enclosing rings to stabilize the shaft in order to be able to absorb wind loads. The shaft is lined with panel boards on all four sides. The steel shaft in the outdoor area has a surface treatment based on a cathodic epoxy electrocoat technology with zinc phosphating followed by powder coating. Motor/drive operating data: Approx. 2.0 kW, soft start - soft stop Location of the drive location of the lift: In the shell - outer shaft - on the right when viewed from the outside Load-bearing capacity: At least. 400 kg or 5 people Control: Microprocessor-controlled single-button request control, destination selection control Mains connection: 230 V AC, 50 Hz, frequency controlled, Design: For approx. 2000 trips/month with very low/low load according to Amev Travel height: Approx. 3380 mm Number of stops: 2 Number of elevator doors: 2 - sliding doors Door arrangement: Two-sided, side, on opposite sides - through-loading function on different floors Elevator door dimensions: Width approx. 900 mm, height approx. 2000 mm Design of elevator shaft: Closed, made of metal composite panels, including the associated. System supporting structure Platform size of elevator: Clear width: Min. 1,100 mm, clear depth Min. 1,400 mm External elevator shaft dimensions: Width approx. 1,670 mm, depth approx. 1,825 mm, height approx. 6,000 mm Elevator shaft head height: Approx. 2,500 mm (above ground floor) Elevator shaft pit depth/floor recess: Approx. 120 -140 mm Shell - outer shaft floor: Cement screed on separating layer (PE film) thickness approx. 90 mm, reinforced, on reinforced concrete foundation slab thickness approx. 300 mm Shell - outer shaft floor coating: Oil pan floor coating system on dispersion basis, incl. All-round joints and base coating Planned execution period: Elevator production - from week 9/2025 Assembly - week 21/2025 Please note that no bidder questions can be answered between Friday, December 20, 2024 and Friday, January 3, 2025 inclusive due to the closure of the Wetterau district administration. All bidder questions received during this period will be answered thereafter. Platform lift in accordance with the Machinery Directive 2006/42/EC and EN 81-41, for outdoor use. Self-supporting steel shaft with fastening in the pit, on the building and provided with shaft-enclosing rings to stabilize the shaft in order to be able to absorb wind loads. Shaft cladding with panel boards on all 4 sides. The steel shaft in the outdoor area has a surface treatment based on a cathodic epoxy electrocoat technology with zinc phosphating followed by powder coating. Motor/drive operating data: Approx. 2.0 kW, soft start - soft stop Location of drive location of elevator: In the shell - outer shaft - right when viewed from the outside Load capacity: At least 400 kg or 5 people Control system: Microprocessor-controlled single-button request control, destination selection control Mains connection: 230 V AC, 50 Hz, frequency-controlled, Design: For approx. 2000 trips/month with very low/low load according to Amev Travel height: Approx. 3380 mm Number of stops: 2 Number of elevator doors: 2 - sliding doors Arrangement of doors: Two-sided, side, on opposite sides - through-loading function on different floors Door dimensions of elevator: Width approx. 900 mm, height approx. 2000 mm Design of elevator shaft: Closed, made of metal composite panels, including the associated. System supporting structure Platform size of elevator: Clear width: Min. 1,100 mm, clear depth Min. 1,400 mm External elevator shaft dimensions: Width approx. 1,670 mm, depth approx. 1,825 mm, height approx. 6,000 mm Elevator shaft head height: Approx. 2,500 mm (above ground floor) Elevator shaft pit depth/floor recess: Approx. 120 -140 mm Shell - outer shaft floor: Cement screed on separating layer (PE film) thickness approx. 90 mm, reinforced, on reinforced concrete foundation slab thickness approx. 300 mm Shell - outer shaft floor coating: Oil pan floor coating system on dispersion basis, including all-round joints and base coating.