In the Bundeswehr property of Sergeant Boldt barracks in Leipzig the turnkey construction of a new container system for temporary use is planned as a classroom building. - Overall size of the container facility about 18.00 x 51.00 m - a single-storey building as a compact - 6 classrooms and ancillary rooms (sanitary and technical rooms) zweihüftig to a central corridor (hallway) arranged. - In flexible construction by means of aligned, connected container modules in steel frame construction of self-supporting profile steel frame - the exterior and interior walls are in accordance with the outer sheet clothing, mineral insulation cores. Thermal insulation requirements and interiors, built from plasterboard. - All floor, wall and ceiling finishes are included as well as windows and doors with fire and / or heat insulation requirements and an external sun protection. - Roofing made of galvanized steel trapezoidal sheet above the container, dimensioning and material thickness according to structural requirements, corrosion protected. - Including the creation of the foundation system, the electrical / IT installation and heating, ventilation and sanitary equipment. The scope of services includes the provision of all necessary planning services on the basis of the provided by the principal planning documents as part of a partially functional tender.
Vergabenummer 16 A 50308: Construction of a car wash as a reinforced concrete structure with solid supports and bars as WU-construction. Area is 15,50m x 8,80m. Roof as a flat roof with eaves 6,05m and 6,50m Ridge height. Technology Cultivation Area 10,61 x 5,74m than masonry structure with a flat roof eaves 3,52m and 3,78m Ridge height. Roof structure in reinforced concrete. The outer walls of the hall received a ventilated corrugated metal wall cladding consisting of sub-structure, mineral wool insulation and trapezoidal sheet-weather shell. In cultivation, the inputs should be reconsidered. - 200 m² trapezoidal sheet cladding weather shell wall; - 2 pieces porches.
Metal construction and locksmith work Note: The tender documents will be sent to already selected companies. This notice is published in 2016 A due to the information requirements of § 19 (5) VOB / Internet portal. Please refrain from applications, because there is no right to distribution of documents.
Facade construction type and extent of the facade construction - scaffolding work: • Scaffolding for walls, about 1.100m² with Dachfangerüst • Provision Scaffolding: about 5 months - VHF New: Façade with fiber cement boards, Eternit cladding panels Equitone tectiva • aluminum substructure, surface 900m² • facade insulation, surface 900m² • Clothing with cladding panels, Equitone tectiva, surface 900m²
Fixed country systems: the fixed land installations consist At present investors directly from a country bearing on the shoulder of the embankment and 2 holding or Führungsdalben for securing the position and vertical guidance of the floating pontoons in the water. clearing • 200 sqm building site • excavate about 17 cbm floor and install again. • Dredging of preparing the land plants. • Excavation masses about 900 cbm. • 900 cbm excavated material are to depart and be disposed of. • continue to build sheet piles with a total weight of about 14 tons. • two Führungsdalben (steel piles) signature. • establish embankment stairs as reinforced concrete precast including foundations • parking provided Floating jetty. The floating dock consists of a movable bridge as access and in the invitation to this part / title occurs as a functional description. • The contractor has to make in this context the approval and implementation planning in constant consultation with the AG. • access jetty and pontoon are to produce than steel construction • manufacture is a pontoon that fulfills the following requirements: • Width 3,00 m (function of the floating stability) • Length 10.00 m • The side walls are about 1.20 m • freeboard 80 cm • material: steel • float with at least 3 buoyancy cells • corrosion protection for skin, top face, constructions and ventilated empty cells The web is on pontoon pivotally mounted. On land, the web is movable on wheels and. to the following requirements at least meet. • Overall width 1,20 m • Running width 1,00 m • distance support point 15.50 m • total length 15.80 m • allowable deflection 1: 200 • Material: Steel.
16A20321 - Zimmerer services with building construction deconstruction of support structures and temporary flooring, remove approximately 165m² beamed ceilings partially or completely, renew ca. 1150m timbered woods, renew ca. 210m ceiling beams or supplement rehabilitate about 42 pieces ceiling beam heads, about 205m² false floors manufactured from salvaged and installing new plug-Bohlen, approximately 240m² Lehmschüttung new, 300m² floor structure made of OSB panels, joists, mineral fiber insulation and roughcast boards, about 40m ceiling coating of BSH, 14 pieces Wall-blasting works retrospectively finished roof, repaired 2 pieces interior wooden stairs, ca . 2.0t steel profiles as stiffening of masonry and timbered walls installing incl. preparation of the compounds
Construction of a car wash as a reinforced concrete structure with solid supports and bars as WU-construction. Area is 15,50m x 8,80m. Roof as a flat roof with eaves 6,05m and 6,50m Ridge height. Technology Cultivation Area 10,61 x 5,74m than masonry structure with a flat roof eaves 3,52m and 3,78m Ridge height. Roof structure in reinforced concrete. Gravity positions: - site equipment; - Earthwork approximately 870 m³; - Reinforced concrete 200 m³; - Filigree approximately 135 m²; - Masonry approximately 155 m²;
16A20306 - steel - glass - construction - approximately 110 m² facade elements, outer - 25 sqm facade elements, interior - 130 m² Wärmeschutzverglasung - 4 pcs outside windows - 3 pcs interior windows - 4 pcs louvre windows - 1 pc outer door - 2 pcs inner door
Vergabenummer 16 A 50307: Construction of a car wash as a reinforced concrete structure with solid supports and bars as WU-construction. Area is 15,50m x 8,80m. Roof as a flat roof with eaves 6,05m and 6,50m Ridge height. Technology Cultivation Area 10,61 x 5,74m than masonry structure with a flat roof eaves 3,52m and 3,78m Ridge height. Roof structure in reinforced concrete. In the hall the installation of work platforms with grate coverings done. For the revisioning of roofs a roof ladder is grown. Gravity positions: - 1.5 t supporting structure Aerial; - 20 m² steel grating platform; - 26 pcs stairs;. - Roof access ladder with back protection.
1 St level manhole DN1000, depth ca. 8.0 m 35 m level supply line DN200, laying depth up to 7,5 m 1 St intake structure for the level supply line 1 St Pegelhaus Inside dimensions: 3.0 x 3.0 m, ceiling height about 2 8 m, with awning 1 St extending the level staircase to the upper edge slope (about 3.5 m) 150 m laying conduit flexible, DN110, with Kabelzugschächten 2 St concrete foundations as a support for the flowmeters
It is a MRL (Maschienen Space Loser) to install cable lift ind an on-site elevator shaft (reinforced concrete). Data: Capacity 630 Kg, 3 stops (one side), conveying height ca. 6,2m, speed 1.0 m / s
Main: 42653 Solingen, Frankenstraße 31a NUTS code:
Main: Frankfurt NUTS code: DE712
2,000 m yellow marking produce approximately 1,000 m² Building lot free up approximately 13,000 m² asphalt pavement break or milling about 4,500 m² of concrete pavement break 3.500 m³ excavated 150 m supply cables about 450 meters channel DN 300 / DN rehabilitate 150 ca . 4,000 m² asphalt inclusion produce approximately 9,500 m² asphalt surface installing approximately 3,000 m² of concrete pavement embarrassed about 1,800 St floor indicators embarrassed about 5,300 m mark produce about 2 St LSA precast manholes set or implement 400m induction loops produced approximately 7 St ATA precast manholes put embarrassed 50m cable protection pipes
Creation of shellac Street 2nd phase, Bremen. 130 m high-board set, producing about 200 m2 paved areas, producing about 85 m2 concrete carriageway, producing about 450 m2 asphalt layers, producing approximately 52 m angle brackets, producing approximately 45 m steel pipe railing, about 110 meters channel (URib) establish
Main site:. 40764 Langenfeld, Kölner Str 82 NUTS code: DEA1C
Mechanical Engineering / Pipeline construction
With the release of the purchasing intention of the Rhineland Regional Council fulfills its obligation of transparency in accordance with § 3 para. 3 no. 1 Tvgg-NRW and hereby establishes a sufficient degree of advertising. Companies / agencies can express their interest in the job. A right to participate in the award does not exist. The following tasks come with the structural work to perform: excavation of building pit approximately 500 m³ situ concrete floor slab 300 m² Stahlbetondecken 600 m² reinforced concrete walls about 200 m² brickwork 200 m² waterproofing approx 225 sq insulation and protection boards about 225 m²
Renovation, extension or new construction of lightning protection and potential equalization systems