The Norwegian Public Roads Administration - NPRA -, Region Mid Norway, Nord-Trøndelag, shall construct a new County Road 17. The Årgård Bridge with adjacent road. A new bridge shall be constructed downstream the old bridge and replace the old Årgård Bridge which shall be demolished and removed. Furthermore, construction of more than 400 m new adjacent road that shall be connected to the existing County Road 17. The new Årgård Bridge shall be 81 metres long divided between 3 spans (24 -33 – 24 metres). The bridge is planned as a girder bridge in concrete cast on site and with prestressed steel. The width of the bridge between the railings is 9 metres and the total width of the bridge is 10 metres. The laying of foundations shall be done with 2 drilled steel pipe pilings in each axes, a total of 8 piles. The piles shall be casted out in total length. Furthermore, the abutments and the pillars shall be erosion protected. Since there is registered quick clay at the north side of the Øster River, the north side of the river course must be erosion protected from the existing bridge and forward to the end of the section. Construction of adjacent road includes more than 260 metres at the south side and more than 140 metres on the north side of new Årgård Bridge. New road shall be connected to the existing County Road 17. The contract also includes construction of 140 metres municipal road as well as exit road to private road. Due to poor area stability towards the Øster River/Årgård River, the contract will also include relief of the terrain at the north west side of the Øster River. Furthermore, the contract includes alteration of municipal water pipe as well as demolition of 4 houses.
Frist
Fristen for mottak av tilbud var 2014-07-09.
Anskaffelsen ble publisert 2014-05-31.
Main quantities for the new Årgård Bridge:Out casted steel pipe piles: approx. 450 metres.— Formwork – total: approx.1 430 m²,— Concrete – total: approx. 1 040 m³.— Reinforcement – total: 280 tonnes.— Bridge railings: approx 180 metres.Gullies: 8 units.Main quantities for the roads:Number of metres new County Road 17. Approx. 420 metres.Mass haulage in the route: approx. 1 730 m³.Mass haulage to landfill: approx. 26 200 m³.Blasted rock from cutting to landfill in the route: 1 550 m³.Blasted rock from side pit to landfill in the route: approx. 1 650 m³.Light masses: Approx. 2 100 m³.Fibre mesh: approx. 6 340 m².Sub base/ frost protection: approx. 6 700 m³.Asphalt: approx. 4 250 m².Erosion protection – roc pitching: approx. 3 200 m².Manholes: 16 units.Drain /headwater pipes: approx. 1 170 metres.New water pipe Ø160: approx.150 metres.
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: Regional eller lokal myndighet
Navn på tildelende myndighet: Statens vegvesen Region midt
Postadresse: Fylkeshuset
Postnummer: 6404
Poststed: Molde
Kontakt
E-post: kristian.aune@vegvesen.no📧
Telefon: +47 02030📞
A tender conference will be held 12.6.2014 at 10:00 hrs. Meet at Lyngen Fjordhotell, Trøavegen 14, Sjøåsen, 7550 Namdalseid, Norway.
The tender documents are available for the tenderers at a web hotel (eRoom). In order to get access to the web hotel, the tenderers must register interest at Doffin and then follow the instructions given in a separate attachment published on Doffin.
A tender conference will be held 12.6.2014 at 10:00 hrs. Meet at Lyngen Fjordhotell, Trøavegen 14, Sjøåsen, 7550 Namdalseid, Norway.
The tender documents are available for the tenderers at a web hotel (eRoom). In order to get access to the web hotel, the tenderers must register interest at Doffin and then follow the instructions given in a separate attachment published on Doffin.
Gjenstand Anskaffelsens omfang
Kort beskrivelse:
The Norwegian Public Roads Administration - NPRA -, Region Mid Norway, Nord-Trøndelag, shall construct a new County Road 17. The Årgård Bridge with adjacent road. A new bridge shall be constructed downstream the old bridge and replace the old Årgård Bridge which shall be demolished and removed. Furthermore, construction of more than 400 m new adjacent road that shall be connected to the existing County Road 17.
The Norwegian Public Roads Administration - NPRA -, Region Mid Norway, Nord-Trøndelag, shall construct a new County Road 17. The Årgård Bridge with adjacent road. A new bridge shall be constructed downstream the old bridge and replace the old Årgård Bridge which shall be demolished and removed. Furthermore, construction of more than 400 m new adjacent road that shall be connected to the existing County Road 17.
The new Årgård Bridge shall be 81 metres long divided between 3 spans (24 -33 – 24 metres). The bridge is planned as a girder bridge in concrete cast on site and with prestressed steel. The width of the bridge between the railings is 9 metres and the total width of the bridge is 10 metres. The laying of foundations shall be done with 2 drilled steel pipe pilings in each axes, a total of 8 piles. The piles shall be casted out in total length. Furthermore, the abutments and the pillars shall be erosion protected. Since there is registered quick clay at the north side of the Øster River, the north side of the river course must be erosion protected from the existing bridge and forward to the end of the section.
The new Årgård Bridge shall be 81 metres long divided between 3 spans (24 -33 – 24 metres). The bridge is planned as a girder bridge in concrete cast on site and with prestressed steel. The width of the bridge between the railings is 9 metres and the total width of the bridge is 10 metres. The laying of foundations shall be done with 2 drilled steel pipe pilings in each axes, a total of 8 piles. The piles shall be casted out in total length. Furthermore, the abutments and the pillars shall be erosion protected. Since there is registered quick clay at the north side of the Øster River, the north side of the river course must be erosion protected from the existing bridge and forward to the end of the section.
Construction of adjacent road includes more than 260 metres at the south side and more than 140 metres on the north side of new Årgård Bridge. New road shall be connected to the existing County Road 17. The contract also includes construction of 140 metres municipal road as well as exit road to private road.
Construction of adjacent road includes more than 260 metres at the south side and more than 140 metres on the north side of new Årgård Bridge. New road shall be connected to the existing County Road 17. The contract also includes construction of 140 metres municipal road as well as exit road to private road.
Due to poor area stability towards the Øster River/Årgård River, the contract will also include relief of the terrain at the north west side of the Øster River. Furthermore, the contract includes alteration of municipal water pipe as well as demolition of 4 houses.
Due to poor area stability towards the Øster River/Årgård River, the contract will also include relief of the terrain at the north west side of the Øster River. Furthermore, the contract includes alteration of municipal water pipe as well as demolition of 4 houses.
Antall eller omfang:
Main quantities for the new Årgård Bridge:
Out casted steel pipe piles: approx. 450 metres.
— Formwork – total: approx.1 430 m²,
— Concrete – total: approx. 1 040 m³.
— Reinforcement – total: 280 tonnes.
— Bridge railings: approx 180 metres.
Gullies: 8 units.
Main quantities for the roads:
Number of metres new County Road 17. Approx. 420 metres.
Mass haulage in the route: approx. 1 730 m³.
Mass haulage to landfill: approx. 26 200 m³.
Blasted rock from cutting to landfill in the route: 1 550 m³.
Blasted rock from side pit to landfill in the route: approx. 1 650 m³.
Light masses: Approx. 2 100 m³.
Fibre mesh: approx. 6 340 m².
Sub base/ frost protection: approx. 6 700 m³.
Asphalt: approx. 4 250 m².
Erosion protection – roc pitching: approx. 3 200 m².
Manholes: 16 units.
Drain /headwater pipes: approx. 1 170 metres.
New water pipe Ø160: approx.150 metres.
Varighet: 012 måneder
Referansenummer: 2013140080.
Utførelsessted
Hovedsted eller utførelsessted: County Road 17, Namdalseid municipality in Nord-Trøndelag County, Norway.
Juridisk, økonomisk, finansiell og teknisk informasjon Vilkår for deltakelse
Egnethet til å utøve yrkesvirksomheten:
HSE statement.
A HSE self-declaration shall be enclosed with the tender, cf. the Public Procurement Act § 17-15 (1).
Tax certificates.
Tax and VAT certificates, not older than 6 months shall be enclosed with the tender. Cf. the Public Procurement Act § 17-14.
Working partnership: Statement of joint and several liability.
If the tenderer is a working partnership, a declaration of joint and several liability to the builder and third parties must be enclosed with the tender.
Økonomisk og finansiell stilling:
Equity. Solvency
Tenderers are required to have positive equity. If the tenderer is a working partnership, the requirement applies for each participant.
Documentation requirement:
Documentation of equity is to be provided with the tender. Cf. Chapter E2, point 4.3.1, form E2-4.3.1.
Documentation of any significant changes to the providers equity and solvency compared to the last accounts audit must accompany the tender.
Tenderer's turnover
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 accompany the offer, Cf. Chapter E2, point 4.4.1, form E2-4.4.1.
Teknisk og faglig kapasitet:
Experience
Providers who are newly established companies who cannot submit references, must be particularly careful to demonstrate that they have the ability to carry out the contract. The provider shall report their company formation and employee expertise. Planned organisation for the assignment and CV s for key personnel in the project organisation are extremely important. This also applies for companies that merge or are acquired by another company during the offering process.
Providers who are newly established companies who cannot submit references, must be particularly careful to demonstrate that they have the ability to carry out the contract. The provider shall report their company formation and employee expertise. Planned organisation for the assignment and CV s for key personnel in the project organisation are extremely important. This also applies for companies that merge or are acquired by another company during the offering process.
Experience from equivalent assignments. Reference projects
The tenderer shall have experience from work of the same nature and degree of difficulty.
Documentation requirement:
Information on such will be sent with the offer. Cf. Chapter E2, point 4.1.1, form E2-4.1.1.
Contractor's experiences. Reference projects
NPRA and other builders' experiences with the contractor will be evaluated.
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 amongst other things:
— documentation of completed quality,
— fulfilment of contracts,
— compliance with provisions and procedures for HSE,
— compliance with provisions for wages and working conditions,
— compliance of deadlines,
— follow up during the warranty/claims period.
Information about contracts the provider has had in the last few years, with names of references at the Contracting Authority, shall accompany the tender. Cf. Chapter E2, point 4.1.2, form E2-4.1.2.
Any assessment forms from previously completed contracts can also be included in the basis for the evaluation.
Expertise of key persons
Technical and professional competency and relevant experience is required of the key personnel who will be used for this assignment.
Expertise and experience must be documented. Cf. Chapter E2, point 4.4.2, form E2-4.4.2.
Other qualification requirements
In order to obtain correct implementation of this contract, it is required that the executor is getting familiar with the geotechnical challenges in the area. This shall be ensured by impose the tenderer to enclose documentation showing that internal in the organisation is sufficient competence within this discipline. This shall be documented in chapter E-2 point. 4.5 geotechnical competence. The chosen person must document geotechnical competence through experience projects and university college/university background.
In order to obtain correct implementation of this contract, it is required that the executor is getting familiar with the geotechnical challenges in the area. This shall be ensured by impose the tenderer to enclose documentation showing that internal in the organisation is sufficient competence within this discipline. This shall be documented in chapter E-2 point. 4.5 geotechnical competence. The chosen person must document geotechnical competence through experience projects and university college/university background.
Organisation.
It is a requirement that the organisation of the execution of the contract is sufficiently staffed and that the provider has the capacity and ability to deal with unforeseen circumstances during the contract.
With the tender should be a statement regarding how the tenderer will organise the execution of the contract.
Kontraktutførelse
Innskudd og garantier som kreves: See the tender documents.
Hovedfinansieringsvilkår og betalingsordninger og/eller henvisning til relevante bestemmelser som regulerer dem: See the tender documents.
Juridisk form som skal antas av gruppen av økonomiske operatører som kontrakten skal tildeles til: See the tender documents.
Prosedyre
Tilbudets gyldighetsperiode: 2014-09-15 📅
Dato for åpning av tilbud: 2014-07-09 📅
Åpningssted (organisasjon): Statens vegvesen
Åpningssted (by): 7737
Informasjon om autoriserte personer og åpningsprosedyre: Official tender opening.
Språk
Andre språk: Norwegian.
Vilkår for åpning av tilbud
Adresse: Byavegen 48
Referanse Identifikatorer
Referansenummer tildelt av oppdragsgiver: 2013140080.
Tilleggsinformasjon
A tender conference will be held 12.6.2014 at 10:00 hrs. Meet at Lyngen Fjordhotell, Trøavegen 14, Sjøåsen, 7550 Namdalseid, Norway.
The tender documents are available for the tenderers at a web hotel (eRoom). In order to get access to the web hotel, the tenderers must register interest at Doffin and then follow the instructions given in a separate attachment published on Doffin.