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Public tenders for industrial in Pinneberg Germany

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Construction work for highways, roads

Stadt Pinneberg | Published November 19, 2015
Winner
Bietergemeinschaft Bickhardt Bau AG NL Lübeck, mit Bickardt Bau Thüringen
cpvs
45233100, 45233120

It is planned to build a road in the outskirts west of the city Pinneberg 2.9 km length to relieve the city center from through traffic. It also represents a gap closure of the previously built West ring with the BAB A 23 The extent of the works describes as follows: Route description: Overall length: about 2.910 km - Length of the terminal: approx. 0.450 km; Construction: to matching nodes L106 (Mühlenstraße); End of construction: to matching nodes L 76/21 K - Category III B; Standard cross-section: approximately RQ 10.5 with bike path - building class II connections: to matching nodes L106 (Mill Street) - 2-way junctions - junction at the port - Node L 107 (Prisdorfer Str.) - Junction for the planned industrial park Müßentwiete - junction for the planned industrial area. Ossenpadd - to matching nodes L 76/21 K - cuts / Damm Location: - approximately 0.875 km embankment which 125 m between supporting walls. Crosspoints: 4-way junctions. Drainage: - 4 drainage sections - settling tank 1 / LFA - storage space for spare Pinnau - 2 discharges into receiving water - 9 links to the drainage system of the city of Pinneberg.

Construction work for highways, roads

Stadt Pinneberg | Published June 30, 2015  -  Deadline August 11, 2015
cpvs
45233100, 45233120

It is planned to build a road in the outskirts west of the city Pinneberg 2.9 km length to relieve the city center from through traffic. It also provides a gap closure of the previously built West ring with the BAB A 23 shows the extent of the works describes as follows: Route description: Overall length: about 2.910 km - Length of the terminal: approx. 0.450 km - Construction: to matching nodes L106 (Mühlenstraße ) - End of construction: to matching nodes L 76 / K 21 - Category B III - standard cross-section: approximated RQ 10.5 with bike path - building class II connections: to matching nodes L106 (Mill Street) - 2-way junctions - junction at the port - node L 107 (Prisdorfer Str .) - junction for the planned industrial park Müßentwiete - junction for the planned industrial park Ossenpadd - to matching nodes L 76 / K 21 - cuts / Damm Location: - approximately 0.875 km embankment of 125m between retaining walls intersections: 4-way junctions. Drainage: - 4 drainage sections - settling tank 1 / LFA - storage space for spare Pinnau - 2 discharges into receiving water - 9 links to the drainage system of the city of Pinneberg.

Construction-site supervision services

Stadt Pinneberg | Published December 15, 2015
Winner
IGS Ingenieure GmbH & Co. KG
cpvs
71521000, 71310000

The subject of this application process is the local construction supervision "Local construction supervision for engineering structures and traffic facilities" gem as a special achievement. HOAI 2013 Annex 12, Paragraph 12.1 to §43 paragraph 4 and Annex 13, Section 13.1 to §47 paragraph 2for described below construction project (runtime Jul 2015 VSL Dec. 2018th.). The extent of the works describes in note form as follows: Route description: Overall length: about 2.910 km, length of connections: about 0.450 km, Construction: to matching nodes L106 (Mill Street), End of construction: to matching nodes L 76 / K 21, Category B III , usually cross-section: approximately RQ 10.5 with bike path, construction class II Buildings: 1 road bridge over water (Pinnau), 3 road bridges - 1 with railway underpass, 1 bike trail underpass (Maul profile), 2 retaining walls, parallel position, noise barriers, - with steep ramparts. - with noise barrier, noise barriers. Damm Location: about 0.875 km embankment, of which 125 m between supporting walls. Connections: At the harbor mouth, node L 107 (Prisdorfer Str.), Junction for the planned industrial park Müßentwiete, junction for the planned industrial park Ossenpadd. Drainage: drainage sections 4, 1 sedimentation tank / LFA, 1 storage replacement for Pinnau, 2 discharges into surface water, 9 links to the drainage system of the city of Pinneberg. Protected areas: lowland area of ​​Pinnau, drinking water protection areas, IIIA (2.0 km / 69%) and IIIB (0.78 km / 27%).

Construction-site supervision services

Stadt Pinneberg | Published February 18, 2015  -  Deadline March 17, 2015
cpvs
71521000, 71310000

The subject of this application process is the construction supervision "Site supervision for engineering structures and traffic facilities" according to a special performance. HOAI 2013 Annex 12, paragraph 12.1 to § 43 paragraph 4 and Annex 13, Section 13.1 to § 47 paragraph 2 for construction project described below (Running Time: Jul 2015 to December 2018 Exp..). The scope of the work describes in note form as follows: Course description: Overall length: about 2.910 km; Length of the terminal: about 0.450 km; Start of construction: node-to-size L106 (Mill Street); End of construction: node-to-size L 76 / K 21; Category B III; Standard cross-section: RQ approximately 10.5 with bike path; . Construction class II Buildings: 1 Road bridge over waters (Pinnau); 3 road bridges; - 1 with railway underpass; 1 bike trail underpass (blade profile); 2 retaining walls, parallel position; Noise barriers; - With steep walls; - With noise protection wall; Noise barriers. Damm Location: about 0.875 km embankment; of which 125 m between retaining walls. Connections: At the harbor mouth; Node L 107 (Prisdorfer Str.); Junction for the proposed industrial park Müßentwiete; Junction for the proposed industrial park Ossenpadd. Drainage: Drainage 4 sections; 1 sedimentation tank / LFA; 1 storage replacement for Pinnau; 2 discharges to receiving waters; 9 links to the drainage system of the city of Pinneberg. Protected areas: lowland area of ​​Pinnau; Drinking water protection areas; IIIA (2.0 km / 69%) and IIIB (0.78 km / 27%).

Bridge-design services

Stadt Pinneberg | Published July 1, 2015  -  Deadline July 27, 2015
cpvs
71322300

HOAI 2013 Appendix 12, section 12.1 to § 43 paragraph 4 and Annex 14, 14.1 and § 51 paragraph 5, to forgive § 52 paragraph 2. As part of the tender following criteria for the construction to be defined, to be followed necessarily by the exporting companies: - Minimum Disclosure Requirements for the distribution of materials; - Profit-sharing and order the steel assembly; - Concreting and order for the production of slab, substructures and foundations; - Concreting and order for the production of substructures, start-ups and temporary structures; 3. Formwork / armor etc.) given the necessary freedoms. Taking into account the provision of optional services for "Preparation of tender" is the power to phase 6 02.26.2016 handed over to the client. Available detailed plans, expansion joints, formwork and armor, ugly etc. are completed). To consider planning are influences from parallel construction, the results from the extent of the works described (see below). The dates for both the transfer of planning to the AN-building as well as to be supplied by AN-construction planning and planning principles are defined in detail in the construction tender. As part of the optional deliverables of power phase 6, the tender documents of the works, which were created on the basis of the draft, passed. The extent of the works describes in note form as follows: Course Description: 2.910 km, construction class II; 0.450 km; - Construction: to matching nodes L106 (Mill Street); - End of construction: to matching nodes L 76 / K 21; - Category III B; - Standard cross-section: approximately 10.5 RQ with bike path. Damm Location: 0.875 km embankment of 125 m between the support walls. Protected Areas: - lowland area of ​​Pinnau; - Drinking water protection areas IIIA (2 km / 69%) and IIIB (0.78 km / 27%). Buildings: - 1 road bridge over water (Pinnau); - 3 road bridges, of which 1 with railway underpass; - 1 bike trail underpass (mouth profile); - 2 retaining walls, parallel position; - Noise protection walls with steep walls / noise barrier; - Noise barriers. Connections: - At the harbor mouth; - Node L 107 (Prisdorfer Str.); - Junction for the planned industrial park Müßentwiete; - Junction for the planned industrial park Ossenpadd. Drainage: - drainage sections 4; - Settling tanks / LFA 1; - Storage space for spare Pinnau 1; - Discharges into receiving water 2; - Links to the drainage system of the city Pinneberg 9. information): 1: - underpass Pinnau; - Construction Km 2 + 158.500; - Clear width Total: 147.49 m; NN; 171 g; - Width between the balustrades: 12,80; NA 2012-08 rated for load model LM 1; - = Superstructure composite steel construction; - Substructures of reinforced concrete; - Deep foundation. BW No .: 3 - underpass Bundesbahn / Ziegeleiweg; - Construction-Km 2 + 864.203, DB Km 17 + 862.061; - Clear width: 99.85 m; - Clear height :: ≥ 5.70 / 4.70; 104.6 g; - Width between the balustrades: 12,80; NA 2012-08 rated for load model LM 1; - Closed parapet H = 1.40 m above gradient; - = Superstructure composite steel construction; - Substructures of reinforced concrete; - Raft foundation. BW retaining walls. 3; 3 + 380; - Length approx .: 124.3 m + 104.3 m; 4.50 to 0.80 m to floor level; - Retaining walls as sheet piling structures. The rough schedule for the execution of construction of engineering structures is as follows: The works shall be awarded lot by lot to the construction companies. BW No: 1 (underpass Pinnau) expected May 2016 June 2018 BW NO: 2 (underpass Wirtschaftsweg (Peiner way) probably April 2016 April 2017 BW No: 3 (underpass Bundesbahn / Ziegeleiweg) expected in July 2016 to June 2018th 2017. BW retaining walls (with BW 3 ramp Siemensstraße right and left) is expected in July 2016 to June 2018th
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