Public tenders for cleaning in Luzern Switzerland

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School cleaning services

Universität Luzern Facility Management | Published October 27, 2016  -  Deadline December 15, 2016
cpvs
90919300

Maintenance cleaning Uni / PH-building;

Maintenance cleaning Uni / PH-building

Universität Luzern Facility Management | Published January 21, 2017
cpvs

Maintenance cleaning Uni / PH-building

School cleaning services

Hochschule Luzern Rektorat und Services | Published April 15, 2015  -  Deadline May 27, 2015
cpvs
90919300, 90919200, 90919000, 90911200

The tender includes the maintenance cleaning of office and school rooms in the buildings of the Department of Economics of the University of Lucerne.

Maintenance cleaning Uni / PH-building

Universität Luzern Facility Management | Published October 22, 2016  -  Deadline December 15, 2016
cpvs
90919300

CPV: 90919300 - School cleaning

Building-cleaning services

Immobilien Management Betrieb | Published October 29, 2015  -  Deadline January 4, 2016
cpvs
90911200, 98341130

Cleaning and maintenance of public toilets and urinals in the city of Lucerne. For detailed service description, see documentation.

Maintenance cleaning Department of Economics of the University of Lucerne

Hochschule Luzern Rektorat & Services | Published April 11, 2015  -  Deadline May 27, 2015
cpvs
90919300

The tender includes the maintenance cleaning of office and school rooms in the buildings of the Department of Economics of the University of Lucerne.

Cleaning and maintenance of public toilets from Monday to Sunday in the area of ​​the city of Lucerne

Immobilien Management Betrieb | Published October 24, 2015  -  Deadline January 4, 2016
cpvs
90911200

Cleaning and maintenance of public toilets and urinals in the city of Lucerne. For detailed service description, see documentation.

School cleaning services

Hochschule Luzern Rektorat & Services | Published September 3, 2015
Winner
Vebego AG
cpvs
90919300, 90919200, 90919000, 90911200

Unterhaltsreinigung Departement Wirtschaft der Hochschule Luzern.

Jesuitenkirche Lucerne, interior renovation, BKP 831

Kanton Luzern / Dienststelle Immobilien | Published December 5, 2015  -  Deadline January 13, 2016
cpvs
45210000

Type of services: BKP-No. 831 Dry cleaning and security vault

OE 16; Weiach-Kaiserstuhl - Rümikon (track 732); Zweidlen - Weiach-Kaiserstuhl (track 728)

Infrastruktur, Projekte, Netzprojekte, Projectfactory | Published June 12, 2015  -  Deadline August 11, 2015
cpvs
45000000

The works are divided into two subprojects: TP 1: Weiach-Kaiserstuhl - Rümikon, track 732, ballast cleaning / gravel replacement TP 2: Zweidlen - Weiach-Kaiserstuhl, track 728, ballast cleaning roadway The superstructure system is at the end of its service life and needs to be replaced. Detailed information on the scope of work can be found in Part C or D of the Submission. Cable Detailed information on the scope of work can be found in Part C or D of the Submission. Security systems Detailed information on the scope of work can be found in Part D of the Submission C respectively. Traction current detailed information on the scope of work can be found in Part C or D of the Submission. Main amounts roadway TP 1: Approx 2,300 meters of track disassembly rails profile 54 E2 Ca. 4'400 pieces dismantling steel sleepers Ca. 2'250 m cleaning ballast (30% loss) Ca. 390 m gravel replacement Ca. 2,900 t introducing new ballast class 1 Ca. 2,300 meters of track rail mounting profile 54 E2 Ca. 4'400 pieces fitting steel sleepers TP 2: Ca. 840 meters of track disassembly rails profile 54 E2 Ca. 1'500 pieces dismantling steel sleepers Ca. 840 m gravel cleaning (loss approximately 30%) Ca. 1,900 t introducing new ballast class 1 Ca. 840 meters of track rail mounting profile 54 E2 Ca. 1'500 pieces fitting steel sleepers Cable TP 1: Approx Take 910 m cable from cable channel and protect Ca. Expand 910 m cable channel, clean, deposit for replacement and to FbE reinstall TP 2: Ca. 160 m cable duct cancel Ca. 160 m cable duct installed Ca. Lay 100 m cable and move backup equipment Command equipment off and installing interlocking inner conditioning, Outdoor facilities Check traction current slide and regulator of the existing boom interceptions assemble existing chain works Balancing Definitive ground returns to FbE installing engineering TP 1: Approx 500 m gutter clean Ca. 910 m Installation angle grid TP 2: Ca. 120 m Installation angle grid

HVAC packages

Luzerner Kantonsspital, Technik, Bau und Sicherheit (TBS) | Published February 15, 2017  -  Deadline April 7, 2017
cpvs
42512300

The steam generation in the hospital center (House 31) takes place today with 2 redundant hot water / steam converters from the district heating. By moving the KVA Ibach to the site beads, the hospital area is no longer supplied with hot water from the end of 2017th In order to properly steam supply the kitchen incl. Dishwasher, bedpan cleaning equipment and certain monoblock for humidification a new heat generation with the necessary temperature level has to be created.

For heat generating 2 independent, redundant thermal oil boiler to be installed. Both boilers are modulating with dual fuel burners equipped (oil and gas). As space for the heat generation of liberated space U3.405 is used. Today there are in this room two power systems (NEA), which are dismantled.

The exhaust gases are conducted with 2 independent chimneys on the roof of the house 31 (described separately).

The existing hot water / steam converters are with ...

Building construction work

Luzerner Kantonsspital, Technik, Bau und Sicherheit (TBS) | Published February 15, 2017  -  Deadline April 7, 2017
cpvs
45210000

The steam generation in the hospital center (House 31) is carried out today with two redundant hot water / steam converters from the district heating. By moving the KVA Ibach to the site beads, the hospital area is no longer supplied with hot water from the end of 2017th In order to properly steam supply the kitchen incl. Dishwasher, bedpan cleaning equipment and certain monoblock for humidification a new heat generation with the necessary temperature level has to be created.

For heat generating 2 independent, redundant thermal oil boiler to be installed. Both boilers are modulating with dual fuel burners equipped (oil and gas). As space for the heat generation of liberated space U3.405 is used. Today there are in this room two power systems (NEA), which are dismantled.

The exhaust gases are conducted with 2 independent chimneys on the roof of the house 31st The horizontal connecting lines are at the positions of existing ...

The steam generation in the hospital center (House 31) is carried out today with two redundant hot water / steam converters from the district heating. By moving the KVA Ibach to the site beads, the hospital area is no longer supplied with hot water from the end of 2017th In order to properly steam supply the kitchen incl. Dishwasher, bedpan cleaning equipment and certain monoblock for humidification a new heat generation with the necessary temperature level has to be created.

For heat generating 2 independent, redundant thermal oil boiler to be installed. Both boilers are modulating with dual fuel burners equipped (oil and gas). As space for the heat generation of liberated space U3.405 is used. Today there are in this room two power systems (NEA), which are dismantled.

The flue gases are fed with two independent exhaust systems on the roof of the house 31st The horizontal connecting lines are at the positions of existing ...

Restoration Axentunnel seaward

Infrastruktur, Projekte, Projektorganisation Nord-Süd Achse Gotthard | Published September 1, 2015  -  Deadline December 7, 2015
cpvs
45000000

Included in the present submission are also renovation work on individual engineering structures as well as preparatory work for the N4 / new Axenstrasse. This Submission package consists of four subprojects (TP) together: - TP tunnel renovation (TS): repair of 8 tunnels with a total length of 5'377 m. - TP roadway (FB): track expansion / new roadway in the tunnel, in Voreinschnitten and on the open road. - TP engineering structures (IB): asset maintenance at several passages, retaining walls and bridges - Option TP work N4: New regards the N4 project Axenstrasse be the SBB Seegleis a temporary flyover and a protective tunnel of total 280 m length and protective walls of total 80 m length created. The main measures are: installation services - arch repair with vaulted cleaning, filling of empty joints, gripping and diverting water entry points, removing the non-adherent thin shell at the vertex and applying a new, continuous vault sealing of 12 cm thickness. - Widerlagerunterfangung seaward with a Neumauerungshöhen of 2 m or 0.5 m above the running surface. - Elimination of Profileinragungen means Schrämungen on the vault. - Replacement of angeschrämten portal stones in the ridge area 40 cm - New drainage seaward with manholes every 50 m and new secondary drainage in the area of ​​the slab track. - In the Old Gruonbachgalerie (mountain side) are only marginal structural damage repaired. On the whole vault area a 8 cm thick, reinforced shotcrete lining is installed. The masonry joints to be completely replaced. - Ancillary works (niche adjustments, foundations, sign montages, etc.) TP road work includes installation services - the expansion of the existing track: wooden sleepers with rails SBB IV and variable ballast thicknesses between 20cm and 30cm. - The construction of slab track in tunnels - the construction of gravel road in the tunnel, Voreinschnitten and open path TP engineering works includes substance maintenance work on installation services - Retaining walls: joints renovations, punctual anchorages relief holes, cover the mural crown, drainage, building replacement - passages: concrete repair, joint repair, replacement stone lid - Bridges: joint repair, spare sealing abutment repair, bearing replacement, corrosion protection option TP N4 New Axenstrasse includes the Temporary Street overpass place including lake-facing overhang access road Old Sust, the protection tunnel control center and 2 barriers:. installation services - Temporary Road overpass and the protection tunnel consist of transversely to track arranged steel frames, which are founded on individual foundations with deep foundations of micro piles. On the consoles guardrail be installed for fall protection. - On the whole surface of the overpass and into the terminal areas on the Axenstrasse a covering is installed. Main amounts subproject tunnel rehabilitation and pavement - Demolition shotcrete, m2 11,500 - Schrämen masonry, 1'400 m2 - vaulted cleaning, m2 67,000 - injections, to 2,300 - Temporary Anchor, St. 5'600 - Neumauerungen, m2 16 ' 500 - shotcrete lining (12cm), m2 70,000 - niche adjustments, St. 210 - vault drainage, St. 1'200 - drainage pipes, m 16,000 - bays, St. 250 - tunnel excavation, 22'300 m3 - excavation / disposal of old ballast , to 21,500 - concrete base, m3 3,600 - slab track, 5,400 m - ballasted (tunnel), 1,100 m - ballasted OE, 1'350 m subproject engineering structures - joint repair, m2 320 - excavation finds m3 310 - concreting, m3 70 - cleaning, m2 800 - fillings, m3 240 - seals, m2 170 subproject N4: Working N4 - Excavation firm, m3 800 - creation unstressed anchors, m 3,100 - creating micro-piles, m 2,900 - situ concrete, m3 500 - reinforcement, 165,000 kg - steel work, to 560 - mounting prefabricated concrete elements, m3 600 - covering work, to 300

Construction work

Infrastruktur, Projekte, Engineering, Fahrbahn und Geomatik, Luzern | Published November 18, 2016  -  Deadline January 13, 2017
cpvs
45000000

Die sind wie folgt Bauarbeiten gegliedert:

Schüpfheim - Hasle LU Gleis 862:

- Erneuerung Gleis 3300 m;

- Ersatz / Reinigung Schotter;

- Bau Banketthalterung in Schüpfheim;

- Bau Entwässerungsgraben ca. 500 m;

- Anpassung Fahrleitungsanlage;

- Rückbauten.

Wiggen:

- Ersatz Weiche 1;

- Erneuerung Weichenanschlüsse;

- Ersatz Schotter;

- Rückbauten.

Hauptmengen

Gleis 3 300 m, 54 Type E2 (SBB IV)

Schotter: 10,000 to, Güteklasse 1

Aushub: 9600 to

Banketthalterung: 170 m

Weiche: 1 Stk. EW Type VI-500-B-1: 14 Be, R.

The work is structured as follows:

Schüpfheim - Hasle LU route 862:

- Renewal of the track 3300 m

- Replacement / cleaning ballast

- Building retaining the seat in Schüpfheim

- Construction of drainage ditch approx. 500 m

- Adaptation of the contact line installation

- dismantling

Wiggen:

- Replacement needle 1

- Renewal of needles connections

- Ballast replacement

- dismantling

Metres

Way: 3'300 m, 54 Type E2 (SBB IV)

Ballast: 10,000 to Class 1

Cuttings: to 9,600

Retaining the seat: 170 m

channel device: 1 one. EW VI-500-B-1: 14 Be, R.

The present tender is the renewal of the Balerna-tunnel under the 4m corridor Basel - Chiasso / Ranzo

Infrastruktur, Projekte, Projektorganisation Nord-Süd Achse Gotthard, Realsierung Projekte Zulauf, 4MK | Published July 31, 2015  -  Deadline October 9, 2015
cpvs
45000000

The project "Renewal Balernatunnel" includes the repair of Balernatunnels between Balerna and Chiasso SM Smistamento. The entire vault is completely refurbished (crack injection, vault drainage, partial replacement shotcrete). The substructure and superstructure with the drainage is on the entire length completely Renew (length 620 m). The track position is opimiert to meet the requirements of the superstructure can. Low-voltage cables are laid in a new cable channel T22 IdB. The Balernatunnel will be expanded to cover the loading gauge EBV 3 / S2. Extension of the busbar at the southern portal to the A2 motorway bridge. The following explanations provide an overview of the prescribed work: measures in the tunnel vault: vault repair - partial removal of the existing, damaged and hollow sounding shotcrete shells - vault Cleaning - crack injection - Grasp and deriving vault water 5 cm - New shotcrete over entire vault settlement, d = 3 cm persons refuges - existing niches, which are equipped with technical equipment, get a new concrete floor with inlaid cable channels. This will be adjusted on top of the new inspection chambers and the cable duct. - The cable channel is carried out behind the manhole. - The niches are sealed where necessary. South Portal - Restoration attention to the steel fiber reinforced concrete slab with a roof slope 3% to two-sided drainage pipes of the portal brickwork measures in the sole sole reduction is partly laid a ballast mat. At the portals the sole is adapted to the existing conditions. Drainage - Installation of new seepage DN 250 into the existing lateral drainage channels - Before each niche is a manhole created (distances between 30 and 60 m) in the area of ​​the south portal, a shaft with an emergency slide is created. Main quantities: - sole excavation, m3 950 - concrete demolition, m3 160 - Spare shotcrete lining, m2 2,300 - New thin shell in the vaulting, m2 9,200 100 - crack injection, m 150 28 5 - seepage lines DN 250, m 1,250 - sole concrete, m3 600 - ballast mat USM, 1,000 m2 - Cable duct type 22 m 620 11 - Vorschotterung, t 450 - excavation transport to landfill, m3 1,700

The invitation to tender for the renovation of Balerna tunnel through the corridor 4 m Basel - Chiasso / Ranzo.

Infrastruktur, Projekte, Projektorganisation Nord-Süd Achse Gotthard, Realsierung Projekte Zulauf, 4MK | Published July 31, 2015  -  Deadline October 9, 2015
cpvs
45000000

The renovation project includes Balerna tunnel rehabilitation of tunnel between Balerna and Chiasso SM Smistamento. The entire arch is restored long (injection into cracks, draining, partial replacement of sprayed concrete coating). The infrastructure and the superstructure, including drainage, are restarted completely over the entire length (620 m). The track geometry is optimized in order to meet the requirements of the superstructure. Low-voltage cables are laid in a new gutter T22 IdB cables. The tunnel Balerna expanded to the free space profile OCF 3 (S2). Extension of contact rails south portal to the A2 motorway bridge. The following explanations provide an overview of the work covered by this tender: Measures in the vault of the tunnel: Repair of the roof - partial removal of existing shotcrete shells which are damaged and sound hollow - Cleaning the vault - Injections into the cracks - Capture and drainage of the roof 5 cm - New concrete shell projected on the entire roof (3 cm thick) Niches for the protection of people - Existing niches with equipment Technical receive a new concrete floor with integrated cable ducts. It is adjusted to the upper edge of the new spacing of the eyes and cable duct. - The cable channel spacing is achieved behind the look. - The niches are sealed if necessary. South Portal - Sanitation wing wall Measures on Lowering invert the invert A ballast under carpet is laid in some places on the concrete slab reinforced with metal fibers, with a roof slope of 3% to the drains of water on both sides. At the gates, the raft is adjusted to existing conditions. Drainage - laying new pipelines DN 250 in existing lateral drainage channels - Conduct a spacing of eyes to each niche (spacings between 30 and 60 m) In the southern portal area, achieving a look with a valve emergency. Metres: - concrete sole, m3 950 - demolition, m3 160 - Replacement of the shotcrete shell, 2,300 m2 - New thin shell on the vault, 9,200 m2 - Drainage of the vault, Unit 100 - Injections into the cracks, m 150 - Clearances look metal construction, unit 28 - Clearances look outside the tunnel, unit 5 - Pipes DN 250, 1'250 m - Concrete coating, 600 m3 - in ballast Carpet USM , 1,000 m2 - Gutter type cable 22 m 620 - Foundations masts, unit 11 - Préballastage, t 450 - Transportation of cuttings disposal to landfill, 1,700 m3

The object of this contract is the renovation of the Gallery of Balerna, within Corridor 4m Basel - Chiasso / Ranzo

Infrastruktur, Projekte, Projektorganisation Nord-Süd Achse Gotthard, Realsierung Projekte Zulauf, 4MK | Published July 31, 2015  -  Deadline October 9, 2015
cpvs
45000000

The project "Renewal gallery Balerna" includes the rehabilitation of the tunnel between Balerna Balerna and Chiasso SM marshalling. The whole time was largely healed (injections of cracks, drainage time, partial replacement of the layer of shotcrete). The superstructure and the platform together with the drainage system will be renewed over the entire length. (Length 620 m) The position of the track will be optimized in order to meet the demands of the superstructure. The low voltage cables will be moved to a new cable channel type T22 to the left of the track. Balerna gallery will be expanded to the shape of free space Railways Ordinance 3 / S2. The rigid catenary will be extended until the A2 motorway bridge at the south portal. The following explanations give a review of works banned: Interventions in time: cleansing of the time - Partial removal of the layer of shotcrete damaged and empty - Cleaning time - Injections of the cracks - Capturing and removing water in the vault - Renewal of the waterproofing of the roof with a layer of the same thickness of 5 to 7 cm - Application of a new layer of shotcrete on the whole development of time, thickness = 3 cm Niches Personnel Protection - The existing niches, which will be set up with technical systems, they have a new ground with an integrated cable channel. The level of the bottom of them will be adjusted to the level of inspection shafts and channel cables. - The cable channel will be passed back to the manhole. - The niches will, where necessary, waterproofed. South Portal - Restoration of the walls in the area of ​​the portal. Interventions in the audience Lowering the audience on the new audience is partially installed a sheath subballast. Portals to the new audience is adequate to the current situation. Drainage - Installation of two new drainage pipes DN 250 which are connected to the drain side of the existing draining existing - On forward to every niche will run a manhole (30 to 60 m distance away) At the south portal will be a well equipped a shutter guillotine for the case of emergency. Led quantities: - excavation of the pit, m3 950 - Demolition of concrete, 160 m3 - Renewal of the layer of shotcrete, 2,300 m2 - New layer of waterproofing in the vault, 100 m2 9,200 - Injections of slots, m 150 28 5 - drainage pipes DN 250, 1,250 m - Concrete poured on site for the audience, m3 600 - Sheath sub-ballast USM, 1,000 m2 - Channel cable type T 22, m 620 11 - Preinghiaiamento, t 450 - transport of excavated material in the landfill, m3 1,700
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