E39 Rogfast — Contract E02 Kvitsøy

Statens vegvesen Region vest

The Kvitsøy tunnel and middle section of the Boknafjord tunnel, contract — E02. The contract comprises drill and blast tunneling and securing of the tunnel, as well as road construction and all internal works in the tunnel excluding electro installations. Also included in the contract are open air road and bridge works, concrete works and vertical shafts for ventilation. In addition, stone deposits will be established and secured in the sea.

Frist

Fristen for mottak av tilbud var 2018-11-21. Anskaffelsen ble publisert 2018-10-04.

Hvem?

• Statens vegvesen Region vest

Hva?

• Bygge- og anleggsvirksomhet

Hvor?

• Norge

Anskaffelseshistorikk

Dato	Dokument
2018-10-04	Kunngjøring av konkurranse
2019-10-08	Kunngjøring om tildeling av kontrakt

Kunngjøring av konkurranse (2018-10-04)
Gjenstand
Anskaffelsens omfang
Tittel: Construction work
Referansenummer: 17/176164
Kort beskrivelse:

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: Norge 🏙️

Prosedyre
Prosedyretype: Konkurranse med forhandling
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: Statens vegvesen Region vest
Postadresse: Postboks 6706 Etterstad
Postnummer: 0609
Poststed: Oslo
Kontakt
Internettadresse: http://www.vegvesen.no 🌏
E-post: sveinung.brude@vegvesen.no 📧
URL for dokumenter: http://eu.eu-supply.com/app/rfq/rwlentrance_s.asp?PID=221139&B=VEGVESEN 🌏
URL for deltakelse: http://eu.eu-supply.com/app/rfq/rwlentrance_s.asp?PID=221139&B=VEGVESEN 🌏

Referanse
Datoer
Sendt dato: 2018-10-04 📅
Innleveringsfrist: 2018-11-21 📅
Publiseringsdato: 2018-10-06 📅
Sluttdato: 2026-09-21 📅
Identifikatorer
Kunngjøringsnummer: 2018/S 193-437806
OJ-S-utgave: 193
Tilleggsinformasjon

The tender conference will take place 16.10.2018, meeting at the project office in Mekjarvik, 10:00 departing 10:30 in a collective bus. Vehicles can park for free at the project office. See the tender documentation for further information.

Gjenstand
Anskaffelsens omfang
Kort beskrivelse:

E02 – The Kvitsøy tunnel and middle section of the Boknafjord tunnel, 2 ventilation shafts and 2 Km of open air county road, local roads and 5 bridges. The Boknafjord tunnel is being built with 2 carriage ways with cross section T10.5. Each carriageway has 2 lanes and elevated side area (verge). The Kvitsøy tunnel is built with one carriageway with cross section T10.5. The crossing between these 2 tunnels is designed as a rock fly-over with 2 roundabouts. The ramps in the crossing are designed with extra width so that the crossing can be used when switching traffic over in the opposite carriageway when closing of one carriageway and the deviation of 2-way traffic in the opposite carriageway. The Boknafjord tunnel will be clad throughout with concrete elements in both walls and ceiling. The Kvitsøy tunnel will have concrete elements in walls and arches of shotcrete in the ceiling. The tunnels are longitudinally ventilated with hanging pulse fans. These are primarily located near the technical buildings c/c 1 500 m. 2 ventilation shafts will be built, each with a diameter of 10 m. The shafts will each be approx. 250 m long and worked with shaft sinking from the open air vertically down to the rock hall for the shaft fans. These rock halls are connected to the main carriageways through individual shafts for air intake and air emission. The sink shafts will be sealed by pregrouting. Technical buildings will be established every third breakdown lay-by. This provides a distance of approx. 1 500 m between the structures. There will be separate electrical installations, with their own technical buildings for each carriageway. The buildings will be established in their own niches in the tunnel. The buildings contain high voltage, low voltage, emergency power, battery and tele/radio rooms. The tunnel will have comprehensive fire extinguishing water pipelines with associated pressure reduction systems. The tunnel is equipped with separate collections of washing water from extinguishers in the roadway that connect to oil separators and individual sedimentation basins and intake pools as a joint solution for both tunnel carriageways. The water is pumped up in steps with approximately 80 m elevation height. The drainage basins have an overcapacity for leaking water as preparedness for unforeseen events. The water pumps up into the open air through a pump pipeline in the Kvitsøy tunnel. At Kvitsøy, a 2 km 2 lane open air road will be built from Krossøy to crossing the existing County Road 551. A round-about, bus stop, rest area, parking space and technical installations will be built at the tunnel mouth. In addition, a new access road will be built in the current route to Krågøy, a total of approx. 1,5 km. Also approx. 1 km of other access roads, tractor roads and footpath and bicycle roads will be built. At Kvitsøy, a portal structure shall be for the Kvitsøy tunnel, as well as a service building for the public transport terminal, inlet and outlet structure for the ventilation shafts and four cast on site bridges with a width of 11 m. The bridges have the following lengths:

Kort beskrivelse

— bridge over Leiasundet, 3 spans with a total length of 77 m,

— bridge at Skjermen, a span of 20 m,

— bridge at Kjørkjesundet I, a span of 16 m,

— bridge at Kjørkjesundet II, a span of 16 m,

— a narrow bidge at Vadvika, a span of 10 m.

There is much uncertainty regarding the geology of the area. There are many zones registered with low, in places extremely low (<3 000 m/2) seismic speeds. Some of these zones are up to tens of metres wide, and some of the assumed bad zones have not been investigated with drilling. A zone with particularly poor rock mass quality, and where adverse permeability and tension conditions result in water-borne cracks with high water pressure, could cause major problems for the tunneling, rock support and grouting of the tunnel. 2 sea filling will be established where the most stone from the tunnel will be placed. Furthermore, a quantity of tunnel mass will be freighted to other disposal sites by boat/barge.

Beskrivelse av opsjoner:

Options for driving length and moving of section borders, see chapter E2 point 36,5 (as well as processes in chapter D1).

Tilleggsinformasjon:

The tender conference will take place 16.10.2018, meeting at the project office in Mekjarvik,

10:00 departing 10:30 in a collective bus. Vehicles can park for free at the project office. See the tender documentation for further information.

Utførelsessted
Hovedsted eller utførelsessted: Kvitsøy

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

Tenderers must be a legally established company. Documentation requirement: Company Registration Certificate from a Register of Business Enterprises Foreign tenderers shall instead deliver equivalent certificates determined by the law of the state where the tenderer is established. The tenderer must have good economic and financial capacity to implement the contract.

Økonomisk og finansiell stilling:

In assessing whether the Tenderer is considered to have good economic and financial capacity, the following requirements will be emphasised: The tenderer's equity must be more than 250 000 000 NOK and the equity ration must be at least 15 %. Average annual turnover must be a minimum 1 500 000 000 NOK excluding VAT in the last 3 financial years. The tenderer must be able to demonstrate a credit rating that is at least 'satisfactory’ or equivalent, and that does not contain advise against credit or other negative conditions related to the tenderer's economic and financial capacity. The tenderer should have a liquidity ratio of one (-1-) or more for each of the 3 last financial years. Liquidity ratio means liquid assets divided into short term liabilities. The requirement applies to each individual party. Tenderers should have an interest coverage ratio (regular results + financial expenses/financial expenses) of two (-2-) or higher each of the last 3 financial years.

Minste nivå(er) av standarder:

Tenderers must have the requisite financial foundation to comply with the contractual obligations. Tenderers are required to be credit worthy. See the tender documentation for detailed information.

Teknisk og faglig kapasitet:

The tenderer shall have sufficient experience of a relevant nature and complexity for the following works: Construction of major, complex road tunnel installations based on drill and blast tunneling with a requirement for execution of heavy rock protection, and comprehensive rock grouting under high pressure. Construction of sink shafts, i.e. vertical shafts that are worked from above and down. Driving of shaft sinking shall be carried out by drill and blast Construction of road and bridge installations, and sea filling.

Minste nivå(er) av standarder:

Documentation Requirement: A list of up to 5 and no less than 3 contracts that the tenderer has implemented or begun during the last 10 years calculated from the tender deadline. For sink shafts, a list must be presented of at least one contract, that the tenderer has implemented or begun during the last 5 years calculated from the tender deadline. The list must, according to the form in chapter E, contain the following for each of the contracts: Name of the recipient (Contracting Authority). Description of what the contract works included, hereunder relevance in relation to the Qualification Requirements point 1 and 2. What works were carried out by the tenderer and what works were carried out by sub-contractors (contract facilitators). Date for the delivery. 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. The tenderer is responsible for ensuring that the reference person is available and will provide a reference. How the tenderer's key personnel have participated in the reference projects, including role and responsibility, as well as what relevant tasks they participated in on the reference project. See the tender documentation for further information.

Kontraktutførelse
Vilkår for kontraktoppfyllelse:

C1: The applicable general contract terms are NS 8405:2008 Norwegian building and construction contract.

C2: Special contractual regulations for construction works, the National Public Roads Administration.

C3: The contract document.

Prosedyre
Rettslig grunnlag: 32014L0024
Forventet antall kandidater: 3
Objektive kriterier for å velge det begrensede antallet kandidater: Minimum of 3
Tidspunkt for mottak av tilbud: 14:00
Språk som tilbud eller forespørsler om deltakelse kan sendes inn på: norsk 🗣️
Tilbudets gyldighetsperiode: 2019-11-19 📅

Oppdragsgiver
Identitet
Nasjonalt registreringsnummer: 971 032 081
Kontakt
Kontaktpunkt: Sveinung Brude
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=221139&B=VEGVESEN 🌏

Referanse
Tilleggsinformasjon

The contract language is Norwegian. All formal communication during the implementation of the contract must take place in Norwegian.

Utfyllende informasjon
Klageinstans
Navn: Statens vegvesen Region vest
Postadresse: Askedalen 4
Poststed: Leikanger
Postnummer: 6863
Land: Norge 🇳🇴
E-post: firmapost-vest@vegvesen.no 📧
Internettadresse: www.vegvesen.no 🌏
Kilde: OJS 2018/S 193-437806 (2018-10-04)

Kunngjøring om tildeling av kontrakt (2019-10-08)
Gjenstand
Metadata for kunngjøring
Dokumenttype: Kunngjøring om tildeling av kontrakt

Prosedyre
Tilbudstype: Ikke aktuelt
Tildelingskriterier
Laveste pris

Referanse
Datoer
Sendt dato: 2019-10-08 📅
Publiseringsdato: 2019-10-09 📅
Identifikatorer
Kunngjøringsnummer: 2019/S 195-475052
Refererer til kunngjøring: 2018/S 193-437806
OJ-S-utgave: 195
Tilleggsinformasjon

The competition has been cancelled. The Public Procurement Regulations § 25-4 (1) determine that the contracting authority can cancel a competition with immediate effect if there is justifiable cause. In the current circumstance, there is justifiable cause in the form of: Lack of competition. Received tenders exceed the contracting authority's budget. The contracting authority intends to announce a new tender competition.. The contracting authority does not know when such a competition will be announced, or what works will be included in such a competition.

Gjenstand
Anskaffelsens omfang
Kort beskrivelse:

E02 – The Kvitsøy tunnel and middle section of the Boknafjord tunnel, 2 ventilation shafts and 2 Km of open air county road, local roads and five bridges. The Boknafjord tunnel is being built with 2 carriageways with cross section T10.5. Each carriageway has 2 lanes and elevated side area (verge). The Kvitsøy tunnel is built with one carriageway with cross section T10.5. The crossing between these 2 tunnels is designed as a rock fly-over with 2 roundabouts. The ramps in the crossing are designed with extra width so that the crossing can be used when switching traffic over in the opposite carriageway when closing of one carriageway and the deviation of 2-way traffic in the opposite carriageway. The Boknafjord tunnel will be clad throughout with concrete elements in both walls and ceiling. The Kvitsøy tunnel will have concrete elements in walls and arches of shotcrete in the ceiling. The tunnels are longitudinally ventilated with hanging pulse fans. These are primarily located near the technical buildings c/c 1 500 m. Two ventilation shafts will be built, each with a diameter of 10 m. The shafts will each be approx. 250 m long and worked with shaft sinking from the open air vertically down to the rock hall for the shaft fans. These rock halls are connected to the main carriageways through individual shafts for air intake and air emission. The sink shafts will be sealed by pregrouting. Technical buildings will be established every third breakdown lay-by. This provides a distance of approx. 1 500 m between the structures. There will be separate electrical installations, with their own technical buildings for each carriageway. The buildings will be established in their own niches in the tunnel. The buildings contain high voltage, low voltage, emergency power, battery and tele/radio rooms. The tunnel will have comprehensive fire extinguishing water pipelines with associated pressure reduction systems. The tunnel is equipped with separate collections of washing water from extinguishers in the roadway that connect to oil separators and individual sedimentation basins and intake pools as a joint solution for both tunnel carriageways. The water is pumped up in steps with approximately 80 m elevation height. The drainage basins have an overcapacity for leaking water as preparedness for unforeseen events. The water pumps up into the open air through a pump pipeline in the Kvitsøy tunnel. At Kvitsøy, a 2.0 km two lane open air road will be built from Krossøy to crossing the existing County Road 551. A round-about, bus stop, rest area, parking space and technical installations will be built at the tunnel mouth. In addition, a new access road will be built in the current route to Krågøy, a total of approx. 1,5 km. Also approx. 1.0 km of other access roads, tractor roads and footpath and bicycle roads will be built. At Kvitsøy, a portal structure shall be for the Kvitsøy tunnel, as well as a service building for the public transport terminal, inlet and outlet structure for the ventilation shafts and 4 cast on site bridges with a width of 11 m. The bridges have the following lengths:

Kort beskrivelse

— a narrow bridge at Vadvika with a span of 10 m. There is much uncertainty regarding the geology of the area. There are many zones registered with low, in places extremely low (<3 000 m/2) seismic speeds. Some of these zones are up to 10 of metres wide, and some of the assumed bad zones have not been investigated with drilling. A zone with particularly poor rock mass quality, and where adverse permeability and tension conditions result in water-borne cracks with high water pressure, could cause major problems for the tunnelling, rock support and grouting of the tunnel. Two sea filling will be established where the most stone from the tunnel will be placed. Furthermore, a quantity of tunnel mass will be freighted to other disposal sites by boat/barge.

Beskrivelse av opsjoner:

Options for driving length and moving of section borders, see chapter E2 point 36.5 (as well as processes in chapter D1).

Utførelsessted
Hovedsted eller utførelsessted: Kvitsøy.
Kilde: OJS 2019/S 195-475052 (2019-10-08)

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