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ArchitectureGermanyfrankfurt-am-main

Architectural, engineering and planning services

Fraport AG | Published April 13, 2017  -  Deadline May 17, 2017
cpvs
71240000

For construction and renovation work at the Frankfurt airport building simulations to determine the parameters necessary for the design of the architect and the technical engineers with regard to the desired energy targets and life cycle costs as well as for fire safety assessment be conducted.

The knowledge gained from building simulation are transferred to planning specifications for architects and planners. In order for the bidder / AN assumes responsibility for these planning requirements. Depending on the project and retrieve the power so that (HKL) can be dispensed, the calculation of the loads by the planners. The fire appraisers use the simulation results as engineering evidence of smoke removal. The building simulation thus contributes substantially above the mandatory planning requirements to comply with the targets set in.

Further information under II.2.4,

Performance will start at August 2017,

Power transmission: around July 2021st

Services shall be provided concerning the around buildings, building flow, thermal building simulation, fire simulation (incl. Smoke tests), lighting simulation, system simulation and establishment of an appropriate database for managing the results for this procurement procedure. The spatial demarcation of power is defined by the location of Frankfurt airport and includes all the objects there existing or planned.

Architectural, construction, engineering and inspection services

Hessen Mobil – Straßen und Verkehrsmanagement – Dezernat Instandhaltung Ingenieurbauwerke - | Published April 12, 2017  -  Deadline May 16, 2017
cpvs
71000000, 71300000

The building is located in the course of the BAB 643 and bridges the adjacent embankment, the Rhine bypass that Rettbergsaue, the Rhine main stream and the K 648th

Building characteristics:

Total length: 1 285.85 m;

Building Width: 21.71 m.

Part Structures:

Axis AC: composite steel superstructure with reinforced concrete deck slab; 2 fields, spans 48m, 55m;

Axis CF: steel superstructure with orthotropic deck; 3 fields, spans 102,50m, 205m, 102,50m;

Axis FG: composite steel superstructure with reinforced concrete slab; 1 Field, span 89m;

Axis GJ: steel superstructure with orthotropic deck; 3 fields, spans 102,50m, 205m, 102,50m;

Axis JN: composite steel superstructure with reinforced concrete slab; 4 fields, 70m, 60m, 60m, 52m;

Axis NO: frame-biased semi-finished parts for floor; 1 Field, 29,90m;

Expansion joints: mehrschläuchige noise emission expansion joints;

DIN FB;

Spherical plain bearing.

II.1.4) of this notice, project referred to are to provide the following services mainly:

DIN 1076th

In particular should be examined:

The Sohl- and bearing calculator provided by the customer and are to be incorporated according to the report.

5.2.4;

5.2.5;

5.2.7;

5.2.8;

5.2.10;

5.2.11;

5.2.12;

- Any sign gantries;

- noise barrier.

Period of performance, deadlines:

Quarter 2017th

Test time 12 weeks.

Other interim deadlines resulting from the tender documents.

Buildings of particular historical or architectural interest

Hochbauamt | Published April 15, 2017  -  Deadline May 23, 2017
cpvs
45212350, 45422000, 90740000, 45321000, 45111100, 45262400, 45442200

Bolongaropalast, Carpentry and timber construction.

1510 m², in partial sections

- Schadstoffsanierung the roof trusses, PAK, in sections;

- Zimmermann Moderate restoration of all the roof trusses, the dormer windows and the wooden clock tower in sections;

- Softwood Lumber and Baubehelf than 100 m³;

4920 m;

- oak as timber 6 m³;

160 m;

- pest in some areas and preventive wood preservatives;

- Completely new formwork and underlay sheeting, in sections;

45 tons;

1090 m;

- renovation and adjustments to the ceiling for installations such as elevators and ventilation shafts;

- adjustments to the half-timbered walls at door openings, etc .;

- All work is in timed relation with other trades as structural work, natural stone work on the facade, ventilation, roofers, etc. perform;

- giving three reference objects Pursuant to § 18.2 HDSchG with similar requirements and orders that were executed autonomously in the last 3 years.

2470 m², in subsections

- Schadstoffsanierung the roof trusses, PAK, in sections;

- Zimmermann Moderate restoration of all the roof trusses, the dormer windows and the wooden clock tower in sections;

- Softwood Lumber and Baubehelf than 47 m³;

- joinery approximately 2060 m;

- oak as timber 3 m³;

70 m;

- pest in some areas and preventive wood preservatives;

- Completely new formwork and underlay sheeting, in sections;

- Corrosion protection work on the existing steel truss above the chapel hall;

800 m²;

- renovation and adjustments to the ceiling for installations such as elevators and ventilation shafts;

- adjustments to the half-timbered walls at door openings, etc .;

- All work is in timed relation with other trades as structural work, natural stone work on the facade, ventilation, roofers, etc. perform;

- indication of three reference objects Pursuant to § 18.2 HDSchG with similar requirements and orders that were executed autonomously in the last 3 years.

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