County road 857 and county road 125 the Bjarkøy connections Contract 2

Statens vegvesen Region nord [The Norwegian Public Roads Administration, Region North]

Contract 2 comprises construction of four steel beam/box girder bridges between Grytøy and Sandsøy. This includes fabrication and assembly of four bridge structures on sea filling including associated piling and concrete works.
Tjeldevik bridge, Dyna bridge and Hjellnes bridge (bridge 1, 2 and 4) are minor bridges built as steal beam bridges with associated concrete slab. The bridges are respectively 44, 66 and 66 metres long arranged in 3 axes. Land abutments shall be built in concrete with cantilevered wings on the superstructure. The abutments are founded on driven steel piles through sea filling and down in the original materials to rock. The pillars in axle 2 for each bridge stand freely in the water where some of the concrete structure is somewhat below the water line, while there are tubular steel piles from the concrete structure to rock. There is little or no uncompacted material over rock and tubular steel piles and concrete piles are not stable before the superstructure is erected.
Sandsøysund bridge (bridge 3, filling 5 and 6) shall be built as a steel with associated cover over 3 spas (90 m + 115 m + 90 m) and has a total length of 305 m. The steel box has variable height and sloping sides. It is executed with internal bracing both along and across the bridge. The land abutments are cantilevered wings. The land abutments are founded on driven steel piles through sea filling and down in the original mass to rock. The pillars in axle 2 and 3 stand freely in the water with the concrete structure partially submerged. The steel piles stand on rock without uncompacted material, or with very little uncompacted material. The piles and foundations are not stable before the concrete foundations are hardened. The pile area in filling 5 and 6 are prepared and levelled with sloping inclination.
The progress shall be coordinated with contract 1, and contract 2 (this contract) shall participate in the coordination.
The project shall be carried out based on drawings.

Frist

Fristen for mottak av tilbud var 2016-10-25. Anskaffelsen ble publisert 2016-07-18.

Hvem? Hva? Hvor?
Anskaffelseshistorikk
Dato Dokument
2016-07-18 Kunngjøring av konkurranse
Kunngjøring av konkurranse (2016-07-18)
Gjenstand
Anskaffelsens omfang
Tittel: Construction work
Antall eller omfang:
Cast tubular steel piles Ø 1 200: approx. 860 m.Cast tubular steel piles: approx. 475 m.Steel core piles: Ø 220: approx. 970 m.Form work: Approx. 7 000 m².Form work concrete elements: approx. 300 tonnes.Concrete, including cast piles: approx. 6 200 m³.Reinforcement, including cast piles: approx. 850 tonnes.Filling works: approx. 16 000 m³.Steel structures: approx. 1 600 tonnes.Membrane: approx. 3 900 m².Cable bridge: approx. 1 000 m.Bridge railings, approx. 1 065 m.Bridge stores: 26.Bridge joints: approx. 33 m.Dehumidifying system with pipe system: 1 x 300 m.The list is not comprehensive and is only for orientation.
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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 📦

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

Oppdragsgiver
Identitet
Land: Norge 🇳🇴
Type tildelende myndighet: Nasjonalt eller føderalt byrå/kontor
Navn på tildelende myndighet: Statens vegvesen Region nord [The Norwegian Public Roads Administration, Region North]
Postadresse: Dreyfushammarn 31/33
Postnummer: 8002
Poststed: Bodø
Kontakt
E-post: torgeir.baoe@vegvesen.no 📧
Telefon: +47 95278835 📞

Referanse
Datoer
Sendt dato: 2016-07-18 📅
Innleveringsfrist: 2016-10-25 📅
Publiseringsdato: 2016-07-20 📅
Identifikatorer
Kunngjøringsnummer: 2016/S 138-251073
OJ-S-utgave: 138
Tilleggsinformasjon
Tender conference will take place 14.9.2016 at The Norwegian Public Roads Administration's office in Harstad, Fjordgata 5, 9405 Harstad, 12:00.

Gjenstand
Anskaffelsens omfang
Kort beskrivelse:
Contract 2 comprises construction of four steel beam/box girder bridges between Grytøy and Sandsøy. This includes fabrication and assembly of four bridge structures on sea filling including associated piling and concrete works.
Tjeldevik bridge, Dyna bridge and Hjellnes bridge (bridge 1, 2 and 4) are minor bridges built as steal beam bridges with associated concrete slab. The bridges are respectively 44, 66 and 66 metres long arranged in 3 axes. Land abutments shall be built in concrete with cantilevered wings on the superstructure. The abutments are founded on driven steel piles through sea filling and down in the original materials to rock. The pillars in axle 2 for each bridge stand freely in the water where some of the concrete structure is somewhat below the water line, while there are tubular steel piles from the concrete structure to rock. There is little or no uncompacted material over rock and tubular steel piles and concrete piles are not stable before the superstructure is erected.
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Sandsøysund bridge (bridge 3, filling 5 and 6) shall be built as a steel with associated cover over 3 spas (90 m + 115 m + 90 m) and has a total length of 305 m. The steel box has variable height and sloping sides. It is executed with internal bracing both along and across the bridge. The land abutments are cantilevered wings. The land abutments are founded on driven steel piles through sea filling and down in the original mass to rock. The pillars in axle 2 and 3 stand freely in the water with the concrete structure partially submerged. The steel piles stand on rock without uncompacted material, or with very little uncompacted material. The piles and foundations are not stable before the concrete foundations are hardened. The pile area in filling 5 and 6 are prepared and levelled with sloping inclination.
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The progress shall be coordinated with contract 1, and contract 2 (this contract) shall participate in the coordination.
The project shall be carried out based on drawings.
Antall eller omfang:
Cast tubular steel piles Ø 1 200: approx. 860 m.
Cast tubular steel piles: approx. 475 m.
Steel core piles: Ø 220: approx. 970 m.
Form work: Approx. 7 000 m².
Form work concrete elements: approx. 300 tonnes.
Concrete, including cast piles: approx. 6 200 m³.
Reinforcement, including cast piles: approx. 850 tonnes.
Filling works: approx. 16 000 m³.
Steel structures: approx. 1 600 tonnes.
Membrane: approx. 3 900 m².
Cable bridge: approx. 1 000 m.
Bridge railings, approx. 1 065 m.
Bridge stores: 26.
Bridge joints: approx. 33 m.
Dehumidifying system with pipe system: 1 x 300 m.
The list is not comprehensive and is only for orientation.
Referansenummer: 15/214028
Utførelsessted
Hovedsted eller utførelsessted: Harstad.

Juridisk, økonomisk, finansiell og teknisk informasjon
Vilkår for deltakelse
Egnethet til å utøve yrkesvirksomheten:
Tax and VAT certificates, not older than six months, shall be enclosed with the tender. Cf. the Public Procurement Regulations § 8-7, possibly § 17-14. If the tenderer is a working partnership (supplier consortium), a declaration of joint and several liability to the builder and third-parties must be enclosed with the tender.
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The organisation of the execution of the contract is required to be sufficiently staffed and the tenderer shall have the capacity and ability to deal with unforeseen circumstances during the contract period.
Documentation requirement:
A statement of how the tenderer will organise the execution of the contract.
Økonomisk og finansiell stilling:
4.3.1 Equity. Solvency.
Tenderers are required to have positive equity. If the tenderer is a working partnership (supplier consortium), the requirements apply for each of the participants.
Documentation requirement:
Documentation of equity is to be submitted the tender. Cf. Chapter E2, point 4.3.1, form E2 4.3.1. The tenderer's annual average turnover should be at least as large as the annual revenues the contract will generate.
Documentation of turnover for the last three years should be submitted the tender. Cf. Chapter E2, point 4.4.1, form E2 4.4.1.
Teknisk og faglig kapasitet:
The tenderer shall have experience from work of the same nature and degree of difficulty.
Documentation requirement:
Information on such shall be attached with the tender. Cf. chapter E2, point 4.1.1, form E2-4.1.1.
Where the tenderer is dependent on a sub contractor in order to be qualified, the tenderer must document for the contracting authority that the tenderer will have authority over the required resources. This can be documented by the tenderer presenting a mutual statement of liability, or equivalent.
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NPRA and other builders' experiences with the tenderer will be appraised.
The tenderer is required to show references to relevant contracts that they themselves have carried out in a satisfactory manner.
Conditions which will be evaluated are related to, a.:
— documentation of completed quality;
— fulfilment of contracts;
— compliance with provisions and procedures for HSE;
— compliance with provisions for wages and working conditions;
— observance of deadlines;
— follow up during the warranty/claims period.
Tenderers shall have a system and routines that ensure that the HSE work is operated in a systematic manner in accordance with the internal control regulations, cf. the confirmation in the E5 tender form.
If the tenderer is a working partnership (supplier group), the requirements apply for each of the participants.
The H1-value is defined as the number of work accidents with absence in relation to the hours worked multiplied by 106.
The average of the H1-value for the last three years should be lower than 8.
C.f. Chapter E2, 4.2.2, form E2-4.2.2.
If the H1-value is higher than this, an account shall be given of the developing trend for the H1-value and possibly the F-value, which will express the severity of any high H1-value. Furthermore, a report on whether improvement measures are implemented, and if so also documentation on the effectiveness of these, should accompany the tender.
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Technical and professional competency and relevant experience is required of the key personnel who will be engaged in this assignment.
Competence and experience must be documented. C.f. Chapter E2, 4.4.2, form E2-4.2.2.
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.

Prosedyre
Tilbudets gyldighetsperiode: 2017-02-28 📅
Dato for åpning av tilbud: 2016-10-25 📅
Åpningssted: Fjordgata 5, 9405 Harstad.
Sted: Fjordgata 5, 9405 Harstad.
Informasjon om autoriserte personer og åpningsprosedyre: Tenderers.
Språk
Andre språk: Norwegian.

Oppdragsgiver
Identitet
Nasjonalt registreringsnummer: 971032081
Navn på tildelende myndighet: Troms fylkeskommune [Troms County]
Kontakt
Kontaktpunkt: Torgeir Bøe
Adresse til kjøperprofilen: https://kgv.doffin.no/ctm/Supplier/CompanyInformation/Index/2675 🌏
URL for dokumenter: https://kgv.doffin.no/ctm/Supplier/Documents/Folder/146576 🌏

Referanse
Identifikatorer
Referansenummer tildelt av oppdragsgiver: 15/214028
Kilde: OJS 2016/S 138-251073 (2016-07-18)
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