1003601 Project: New National Museum — K204 framework (shell)

Statsbygg Hovedkontor

The New National Museum Project has seven floors and consists of approx. 44 000 m concrete, and approx. 54 000 m of slab form work. The footprint of the building is approx. 13 700 m², and the height from the lowest level to the roof level is approx. 38 m. Contract K204 Framework comprises:

Frist

Fristen for mottak av tilbud var 2015-06-26. Anskaffelsen ble publisert 2015-04-25.

Leverandører

Følgende leverandører er nevnt i tildelingsbeslutninger eller andre anskaffelsesdokumenter:

• Af Gruppen Norge As

Hvem?

• Statsbygg Hovedkontor

Hva?

Hvor?

• Norge

Anskaffelseshistorikk

Dato	Dokument
2015-04-25	Kunngjøring av konkurranse
2015-06-02	Tilleggsinformasjon
2015-10-06	Kunngjøring om tildeling av kontrakt

Kunngjøring av konkurranse (2015-04-25)
Gjenstand
Anskaffelsens omfang
Tittel: Building construction work
Antall eller omfang: 470 000 000490 000 000
Metadata for kunngjøring
Originalspråk: engelsk 🗣️
Dokumenttype: Kunngjøring av konkurranse
Kontraktens art: Bygge- og anleggsarbeid
Forskrift: Det europeiske økonomiske samarbeidsområdet (EØS), med deltakelse av GPA-land
Felles innkjøpsordliste (CPV)
Kode: Byggearbeid 📦

Prosedyre
Prosedyretype: Åpen anbudskonkurranse
Tilbudstype: Innlevering for alle delkontrakter
Tildelingskriterier
Det mest økonomisk fordelaktige tilbudet

Oppdragsgiver
Identitet
Land: Norge 🇳🇴
Type tildelende myndighet: Departement eller annen nasjonal eller føderal myndighet
Navn på tildelende myndighet: Statsbygg Hovedkontor
Postadresse: Postbok 8106 Dep. (Biskop Gunnerusgt. 6)
Postnummer: 0032
Poststed: Oslo
Kontakt
Internettadresse: http://www.statsbygg.no/ 🌏
E-post: postmottak@statsbygg.no 📧
Telefon: +47 81555045 📞
Faks: +47 22954001 📠

Referanse
Datoer
Sendt dato: 2015-04-25 📅
Innleveringsfrist: 2015-06-26 📅
Publiseringsdato: 2015-04-30 📅
Identifikatorer
Kunngjøringsnummer: 2015/S 084-150359
OJ-S-utgave: 84

Gjenstand
Anskaffelsens omfang
Kort beskrivelse:

The New National Museum Project has seven floors and consists of approx. 44 000 m

Foundation plate:

Foundation plate on the lower level approx. contour of 6.25 with a thickness of 700/750 mm will be lain directly to the mountain via pillars, point foundations and steel core piles. The area over the VEAS tunnel and Opera tunnel requires strengthening and foundation plate here has increased the thickness which requires several support stages. In-situ drain and suction wells will be established, as well as lift pits in the foundation plate. Foundation plates in the technical floor and between levels approx. contour 0.3, has a thickness of 450/500 mm and is founded by pillars, point foundations and piles.

Water-proof constructions:

Foundation plates and outer walls in the basement/technical floor will be executed as water-proof constructions and the concrete quality and reinforcement take this into consideration. Low carbon concrete and cement with added silica/slag will be used in order to achieve a low heat concrete so as to the greatest possible extent avoid shrinkage and cracks. Vertical Height of the wall form work is approx. 8 m.

Membranes (option):

Concrete constructions in the lower floors will not be accessible after the building is completed. A 2 layer membrane consisting of composite and lime will be mounted under the foundation plate. This adheres to the concrete during casting. A prefabricated self-adhesive bitumen based membrane that adheres to the concrete will be fitted on the walls. Both membranes shall be resistant to pressure and migration in the dimensional water pressure.

Slabs:

There are in-situ cast slabs on level -1.80, +0.21 and +1.12 as well as +2.6 with a thickness of 300/450 mm. Over level +2.6 (plan 1-5) the building has post tensioned and reinforced beams and slabs where the largest span is approx. 20 m. It is largely assumed that the anchoring under form work occurs over 2 floors in order to have sufficient capacity to take the load from the cast. Thickness of slabs varies from 250 mm to 550 mm. In post tensioned beams and slabs it is assumed that production occurs with support stages declared by RIB [Consulting Civil Engineer]/ Cost centre items for construction joints are given in the description with adjustable quantity. Contractor may propose another stage division, but this must be approved and costs for redesigning will be covered by the contractor.

Slab over the 'Alabasthall' is performed with a mould plate resting on steel constructions with collaborating screed. The bearing system for the Alabasthall will be executed in steel.

Out and inner walls as well as pillars:

Over level +2.6, walls are carried out in in-situ concrete with a thickness up to 350 mm. Pillars of plan 1 are described as being in-situ cast concrete, but the contractor will be given the opportunity to carry out the in-situ cast pillars completely or partially as pre-fabricated pillars.

In-situ cast concrete exterior:

The New National Museum project comprises, in addition to the museum itself, slab constructions for pedestrian and bike paths that connect the museum on the north side toward the ramp to the Opera tunnel and on the east side to Dronning Mauds gate. The Opera tunnel will be extended by 17 metres and a support wall will be established from the Opera tunnel along the departure ramp.

Estimert verdi eksklusive mva: 470 000 000 💰
490 000 000 💰
Referansenummer: 201301793
Utførelsessted
Hovedsted eller utførelsessted: Oslo, Norway.

Juridisk, økonomisk, finansiell og teknisk informasjon
Vilkår for deltakelse
Egnethet til å utøve yrkesvirksomheten:

The tenderer is required to have a legally established company.

Documentation:

Company Registration Certificate.

Foreign companies are required to have a corresponding certificate as prescribed by the laws of the country where the company is registered. 1).

Økonomisk og finansiell stilling:

Tenderers must have satisfactory execution capabilities.

Documentation:

Financial statements for the last 2 years, with accompanying auditor's report.

The Directorate of Public Construction and Property reserves the right to obtain a credit evaluation.

Teknisk og faglig kapasitet:

Good experience is required from assignments of similar nature, size and complexity:

(An example of assignments of relevant character and complexity is building and construction with large quantities of cast concrete, post tensioned constructions, and major assignments in city centres)

Documentation:

Short presentation of 3 relevant reference assignments from recent years.

A maximum one A4 page should be used for each reference project reporting the following:

1. The contracting authority and a description of the type of project.

2. Project/contract size (contract, excluding VAT).

3. Time of execution.

4 What the contract included of concrete works and particularly work with post tensioning of concrete slabs.

Kontraktutførelse
Innskudd og garantier som kreves: See the tender documentation.
Hovedfinansieringsvilkår og betalingsordninger og/eller henvisning til relevante bestemmelser som regulerer dem: See the tender documentation.
Juridisk form som skal antas av gruppen av økonomiske operatører som kontrakten skal tildeles til: See the tender documentation.
Andre særlige vilkår: See the tender documentation.

Prosedyre
Tilbudets gyldighetsperiode: 003 måneder
Dato for åpning av tilbud: 2015-06-26 📅
Åpningssted (by): Oslo
Åpningssted:

Biskop Gunnerus gate 6, 0155 Oslo, Norway.Statsbygg's office (The Directorate of Public Construction and Property), 7th floor at reception.

Sted: Biskop Gunnerus gate 6, 0155 Oslo, Norway.
Statsbygg's office (The Directorate of Public Construction and Property), 7
Informasjon om autoriserte personer og åpningsprosedyre: Public.
Språk
Andre språk: Norwegian.
Vilkår for åpning av tilbud
Adresse: Biskop Gunnerus gate 6

Oppdragsgiver
Identitet
Nasjonalt registreringsnummer: 971278374
Kontakt
Kontaktpunkt: magnar.myklebyst@statsbygg.no
Frode Aamodt
Adresse til kjøperprofilen: https://kgv.doffin.no/ctm/Supplier/CompanyInformation/Index/2672 🌏
URL for dokumenter: https://kgv.doffin.no/ctm/Supplier/Documents/Folder/131088 🌏

Referanse
Datoer
Startdato: 2015-09-04 📅
Sluttdato: 2017-08-01 📅
Identifikatorer
Referansenummer tildelt av oppdragsgiver: 201301793
Kilde: OJS 2015/S 084-150359 (2015-04-25)

Tilleggsinformasjon (2015-06-02)
Gjenstand
Metadata for kunngjøring
Dokumenttype: Tilleggsinformasjon

Referanse
Datoer
Sendt dato: 2015-06-02 📅
Innleveringsfrist: 2015-06-25 📅
Publiseringsdato: 2015-06-05 📅
Identifikatorer
Kunngjøringsnummer: 2015/S 107-194965
Refererer til kunngjøring: 2015/S 84-150359
OJ-S-utgave: 107
Kilde: OJS 2015/S 107-194965 (2015-06-02)

Kunngjøring om tildeling av kontrakt (2015-10-06)
Gjenstand
Anskaffelsens omfang
Totalverdi for anskaffelsen: 484 452 580 💰
Metadata for kunngjøring
Dokumenttype: Kunngjøring om tildeling av kontrakt

Prosedyre
Tilbudstype: Ikke aktuelt

Oppdragsgiver
Identitet
Navn på tildelende myndighet: Statsbygg Hovedkontor (The Directorate of Public Construction and Property, Head office)

Referanse
Datoer
Sendt dato: 2015-10-06 📅
Publiseringsdato: 2015-10-09 📅
Identifikatorer
Kunngjøringsnummer: 2015/S 196-355772
OJ-S-utgave: 196

Gjenstand
Utførelsessted
Hovedsted eller utførelsessted: Oslo.

Prosedyre
Tildelingskriterier
Kriterium: 1. Price (80)
2. Quality (20)

Tildeling av kontrakt
Dato for kontraktinngåelse: 2015-08-03 📅
Navn: AF Gruppen Norge AS
Postadresse: Innspurten 15
Poststed: Oslo
Postnummer: 0603
Land: Norge 🇳🇴
Informasjon om tilbud
Antall mottatte tilbud: 1
Kilde: OJS 2015/S 196-355772 (2015-10-06)

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