New Superstructure, E6 Northbound

Statens vegvesen

In 1989, the E6 was newly constructed as 2 and 3 lanes with a concrete road surface between Jessheim Nord to Mogreina in Ullensaker municipality.
Between 2007 and 2009, the E6 was expanded to 4 lanes between Hovinmoen and Dal, approx. 10 km. Some of the concrete road surface was then removed, however, it was decided to not replace 6,6 km of what is currently northbound lanes. The southbound lanes were constructed according to applicable standards with asphalted road surface.
Since then, the concrete road surfaces has fissured significantly. Therefore, it requires improvement. Current superstructure requirements are stricter than when the road was built in 1989. This means the trough must be made deeper than the current trough, and a new superstructure must be built.

Frist

Fristen for mottak av tilbud var 2019-03-20. Anskaffelsen ble publisert 2019-01-30.

Leverandører

Følgende leverandører er nevnt i tildelingsbeslutninger eller andre anskaffelsesdokumenter:

• Peab Anlegg AS

Hvem?

• Statens vegvesen

Hva?

• Bygge- og anleggsvirksomhet

Hvor?

• Akershus

Anskaffelseshistorikk

Dato	Dokument
2019-01-30	Kunngjøring av konkurranse
2019-04-29	Kunngjøring om tildeling av kontrakt

Kunngjøring av konkurranse (2019-01-30)
Gjenstand
Anskaffelsens omfang
Tittel: Construction work
Referansenummer: 18/265237
Kort beskrivelse:

In 1989, the E6 was newly constructed as 2 and 3 lanes with a concrete road surface between Jessheim Nord to Mogreina in Ullensaker municipality. Between 2007 and 2009, the E6 was expanded to 4 lanes between Hovinmoen and Dal, approx. 10 km. Some of the concrete road surface was then removed, however, it was decided to not replace 6,6 km of what is currently northbound lanes. The southbound lanes were constructed according to applicable standards with asphalted road surface. Since then, the concrete road surfaces has fissured significantly. Therefore, it requires improvement. Current superstructure requirements are stricter than when the road was built in 1989. This means the trough must be made deeper than the current trough, and a new superstructure must be built.

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: Bygge- og anleggsvirksomhet 📦
Tilleggs-CPV: Bygge- og anleggsvirksomhet 📦
Utførelsessted
NUTS-region: Akershus 🏙️

Prosedyre
Prosedyretype: Åpen anbudskonkurranse
Tilbudstype: Innlevering for alle delkontrakter
Tildelingskriterier
Laveste pris

Oppdragsgiver
Identitet
Land: Norge 🇳🇴
Type tildelende myndighet: Departement eller annen nasjonal eller føderal myndighet
Navn på tildelende myndighet: Statens vegvesen
Postadresse: Postboks 6706 Etterstad
Postnummer: 0609
Poststed: Oslo
Kontakt
Internettadresse: http://www.vegvesen.no 🌏
E-post: heidi.egge@vegvesen.no 📧
Telefon: +47 94189398 📞
URL for dokumenter: http://eu.eu-supply.com/app/rfq/rwlentrance_s.asp?PID=229999&B=VEGVESEN 🌏
URL for deltakelse: http://eu.eu-supply.com/app/rfq/rwlentrance_s.asp?PID=229999&B=VEGVESEN 🌏

Referanse
Datoer
Sendt dato: 2019-01-30 📅
Innleveringsfrist: 2019-03-20 📅
Publiseringsdato: 2019-02-01 📅
Startdato: 2019-05-01 📅
Sluttdato: 2019-11-30 📅
Identifikatorer
Kunngjøringsnummer: 2019/S 023-051696
OJ-S-utgave: 23
Tilleggsinformasjon

The tender conference will take place 20.2.2019, at Hovinmovegen 22, 2060 Gardermoen. Meeting time: 12:00.

Gjenstand
Anskaffelsens omfang
Kort beskrivelse:

In 1989, the E6 was newly constructed as 2 and 3 lanes with a concrete road surface between Jessheim Nord to Mogreina in Ullensaker municipality.

Between 2007 and 2009, the E6 was expanded to 4 lanes between Hovinmoen and Dal, approx. 10 km. Some of the concrete road surface was then removed, however, it was decided to not replace 6,6 km of what is currently northbound lanes. The southbound lanes were constructed according to applicable standards with asphalted road surface.

Since then, the concrete road surfaces has fissured significantly. Therefore, it requires improvement. Current superstructure requirements are stricter than when the road was built in 1989. This means the trough must be made deeper than the current trough, and a new superstructure must be built.

In 1989, the E6 was newly constructed as two and three lanes with a concrete road surface between Jessheim Nord to Mogreina in Ullensaker municipality.

Since then, the concrete road surfaces has fissured significantly. Therefore, it requires improvement. The concrete road surface must be removed and the road surface must be asphalted between profile approx. 30600 and 37260 cf. attached B drawings.

Current superstructure requirements are stricter than when the road was built in 1989. This means the trough must be made deeper than the current trough, and a new superstructure must be built. Troughing under the reinforcement layer may vary between 0,5 m to 1,5 m depending on the soil condition present.

As a fundamental principle, the stretch must be constructed equivalent to the southbound lanes that were built between 2007 — 2009.

As a result of the deeper troughing, it will be necessary to take down much of the existing railing.

We are preparing for the most possible reuse of both the reinforcement layer, concrete and railing.

It will also be necessary to handle and possibly reorganise cables and pipelines that are affected by the works.

The annual daily traffic count on the stretch is approx. 22 000. The works will affect three level crossings and the works must be carried out in phases/stages in order to minimise the traffic inconveniences. It is planned to complete approximately half the stretch in the first summer season and the second next summer season.

The traffic must operate as 4 lanes in the winter season, and thereby work cannot take place within the safety zone during winter.

Beskrivelse av opsjoner:

Option 1: the stretch north of Hauerseterkrysset [Hauerseter junction] (Phase 3 in accordance with the attached phase plans). If Option 1 is triggered before 31.3.2020, the implementation will occur in the 2020 summer season. The last deadline to trigger Option 1 is 31.3.2021, then with the implementation of the 2021 summer season. If Option 1 is not triggered, the contractor will be compensated with 1 000 00 0NOK, cf. Point C2-35.4.

Option 2: replacement of all railings on the stretch.

Option 3: free text contract in the southbound lanes.

Option 4: removal of toll stations including the toll house and railing.

Tilleggsinformasjon:

The tender conference will take place 20.2.2019, at Hovinmovegen 22, 2060 Gardermoen. Meeting time: 12:00.

Utførelsessted
Hovedsted eller utførelsessted: Ullensaker kommune.

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

Qualification requirement:

Tenderers must be a legally established company.

Documentation requirement:

Company registration certificate foreign tenderers can submit an equivalent certificate in accordance with the legislation in the tenderer's country of establishment

Økonomisk og finansiell stilling:

Tenderers shall have good economic and financial capacity to fulfil the contract and shall fulfil the following requirements:

— the tenderer's equity must be minimum 10 000 000 NOK,

— an average annual turnover of minimum 100 000 000 NOK in the last 3 fiscal years.

— the tenderer must have an equity ratio of at least 10 %.

Documentation requirement:

1) The tenderer's annual financial statements, annual report and audit report for the last three years and recent information (quarterly accounts) which is of importance to the tenderer's fiscal figures. The form in Chapter E2 Point 4 shall be completed;

2) If relevant; a brief statement on information on the economic conditions or losses that are not documented other places and that are required to be documented in accordance with Norwegian and/or international accounting standards;

3) If relevant; an overview of any newly performed, ongoing or impending tax or public reviews of the tenderer’s business.

Teknisk og faglig kapasitet:

Qualification requirement:

Tenderers must have sufficient experience of a relevant nature and degree of difficulty from the following works:

1) The main disciplines assignment comprises:

— construction/rehabilitation of equivalent main roads including necessary engineering design,

— work on and by busy four lane road;

2) Lots [sub-assignments] of significant importance for the contract work: demolition and removal of the existing road, development of the new road, work notification, safety and traffic diversion on high traffic roads including coordination/collaboration with the operational contractors.

Documentation requirement:

A list of up to 5 but no less than 3 contracts that the tenderer has carried out or is carrying out in the last 5 years, calculated from the tender deadline. The list shall, cf. the form included in Chapter E, include the following for each of the contracts:

— name of the recipient (Contracting Authority),

— description of what the contract work included, including its relevance for the qualification requirements, Points 1 and 2,

— what work was carried out by the tenderer himself and what work was carried out by sub-suppliers (contract facilitators),

— the date of the assignment,

— the value of the contract,

— reference person/contact person at the contracting authority with contact information (telephone number and email address) and a statement of the person’s role at the contracting authority during the contract period. The tenderer is responsible for ensuring that the reference person is available and will provide a reference.

Kontraktutførelse
Vilkår for kontraktoppfyllelse:

Qualification requirement:

1) The contract must be sufficiently staffed and the tenderer must have the capacity and ability to deal with unforeseen circumstances in the contract;

2) Technical and professional competency and relevant experience is required of the key personnel who will be used for this assignment.

Prosedyre
Rettslig grunnlag: 32014L0024
Tidspunkt for mottak av tilbud: 12:00
Språk som tilbud eller forespørsler om deltakelse kan sendes inn på: norsk 🗣️
Tilbudets gyldighetsperiode: 2019-05-20 📅
Dato for åpning av tilbud: 2019-03-20 📅
Tidspunkt for åpning av tilbud: 12:00

Oppdragsgiver
Identitet
Nasjonalt registreringsnummer: 971 032 081
Kontakt
Kontaktpunkt: Heidi Egge
Adresse til kjøperprofilen: https://eu.eu-supply.com/ctm/Company/CompanyInformation/Index/249176 🌏
URL for dokumenter: http://eu.eu-supply.com/app/rfq/rwlentrance_s.asp?PID=229999&B=VEGVESEN 🌏

Referanse
Tilleggsinformasjon

The tender conference will take place 20.2.2019, at Hovinmovegen 22, 2060 Gardermoen, meeting time: 12:00

Utfyllende informasjon
Klageinstans
Navn: Statens Vegvesen
Postadresse: Industrigata 1
Poststed: Lillehammer
Postnummer: 2601
Land: Norge 🇳🇴
Kilde: OJS 2019/S 023-051696 (2019-01-30)

Kunngjøring om tildeling av kontrakt (2019-04-29)
Gjenstand
Anskaffelsens omfang
Totalverdi for anskaffelsen: 92 000 000 NOK 💰
Metadata for kunngjøring
Dokumenttype: Kunngjøring om tildeling av kontrakt

Prosedyre
Tilbudstype: Ikke aktuelt

Referanse
Datoer
Sendt dato: 2019-04-29 📅
Publiseringsdato: 2019-04-30 📅
Identifikatorer
Kunngjøringsnummer: 2019/S 084-202745
Refererer til kunngjøring: 2019/S 023-051696
OJ-S-utgave: 84
Tilleggsinformasjon

The tender conference will take place 20.2.2019, at Hovinmovegen 22, 2060 Gardermoen. Meeting time: 12:00

Gjenstand
Anskaffelsens omfang
Kort beskrivelse:

Current superstructure requirements are stricter than when the road was built in 1989. This means the trough must be made deeper than the current trough and a new superstructure must be built. Troughing under the reinforcement layer may vary between 0,5 m to 1,5 m depending on the soil condition present.

The annual daily traffic count on the stretch is approx. 22 000. The works will affect 3 level crossings and the works must be carried out in phases/stages in order to minimise the traffic inconveniences. It is planned to complete approximately half the stretch in the first summer season and the second next summer season.

The traffic must operate as 4 lanes in the winter season and thereby work cannot take place within the safety zone during winter.

Beskrivelse av opsjoner:

Option 1: The stretch north of Hauerseterkrysset [Hauerseter junction] (phase 3 in accordance with the attached phase plans). If option 1 is triggered before 31.3.2020, the implementation will occur in the 2020 summer season. The last deadline to trigger Option 1 is 31.3.2021, then with the implementation of the 2021 summer season. If option 1 is not triggered, the contractor will be compensated with 1 000 000 NOK, cf. point C2-35.4;

Option 2: Replacement of all railings on the stretch;

Option 3: Free text contract in the southbound lanes;

Option 4: Removal of toll stations including the toll house and railing.

Tilleggsinformasjon:

The tender conference will take place 20.2.2019, at Hovinmovegen 22, 2060 Gardermoen. Meeting time: 12:00

Tildeling av kontrakt
Dato for kontraktinngåelse: 2019-04-23 📅
Navn: Peab Anlegg AS
Nasjonalt registreringsnummer: 913 502 566
Postadresse: Postboks 143
Poststed: Lysaker
Postnummer: 1325
Land: Norge 🇳🇴
Telefon: +47 92088621 📞
E-post: anita.hoibraaten@peab.no 📧
Land: Oslo 🏙️
Totalverdi for anskaffelsen: 92 000 000 NOK 💰
Informasjon om tilbud
Antall mottatte tilbud: 5
Kilde: OJS 2019/S 084-202745 (2019-04-29)

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