B008 Lillebru corrugated steel pipe. The corrugated steel pipe has a lot of corrosion damage and requires renovation. The pipe does not need to be excavated and replaced due to the overlying infrastructure. There are 2 alternative renovation solutions, improvement alternatives 1 and 2, the most economic solution will be chosen. The water supply in the pipe can be turned off by the municipality during the work so that the site area is dry during the construction period. Improvement alternative 1: A new plastic half pipe is established. The half pipe is fixed to the existing steel pipe and injected with concrete. Improvement alternative 2: A constructive integral cast is established in the existing steel pipe. The cast is formed with a bottom cast and the walls are anchored with welded connections to the existing pipe. The form from the integral cast in the pipe is to be ended against the existing concrete surfaces upstream, ended at the end of the pipe downstream. Renovation of bridges B002 and B010, Moss municipality. Routine inspections have uncovered damages and shortcomings of importance for the load carrying capacity and/or traffic safety on 2 municipal bridges in Moss municipality. A decision has been made to improve these bridges in accordance with the description given in the tender documentation. The tender documentation consists of 2 different sub projects for these 2 bridges, where the existing bridge constructions are to be partly reestablished. The work is described in reports in Safecontrol engineering, which are attached to the contract, with the accompanying drawings and amounts for the work. A short description of each sub project is given below: B002 Skredderveien No 1: The construction's main carrying system consists of corrugated steel pipes approx. ø 3 400 mm (elliptical shape). The pipe's length is 16,30 m. Critical corrosion with a cross section reduction in the lower part of the steel pipe. No deformation has been proven yet. The concrete wings on both sides of the pipe in axis 1 (west side) is moving and can eventually slip. Other elements (railings, wearing course, filling) do not have damages that are of importance. Planned measures at Skredderveien No 1: — The existing pipe is to be cut above the corroded area and a new integral cast is to be established on the existing concrete. The pipe is to be locked in the same way as the existing pipe with a new steel angle with welded reinforcement for the anchoring in the integral cast. — Concrete wings on both sides of axis 1 (west side) are to be removed and new ones established. Both the wings are proposed to be longer and higher. B010 Storebru: The bridge consists of 2 construction stages, a box girder bridge, a recent construction on the downstream side and an older construction, a tubular bridge upstream. The report includes improvement proposals for the box girder bridge. The tubular bridge has no visible damage that is of importance for its load carrying capacity, and is, therefore, not mentioned anymore in this description. The use class for the tubular bridge is Bk10 in accordance with the Norwegian Public Roads Administration's road lists and the box girder bridge is to be seen as a foot/cycle path. The continual box girder bridge on the downstream side consists of 3 spans of 9,60, 9,50 and 9,70 m respectively, the total bridge length is 45,50 m. Planned measures at Storebru: — Standard mechanical repairs of concrete damage. — An outlet in the drainage hole must be established. — Surface treatment on the bottom plate and walls with a diffusion open lining. — Clearing the manhole/box cross section. — Surface treatment of railings, both sides of the bridge. — The railings' fixings at light masts and other loose/missing parts are to be improved/strengthened.
Frist
Fristen for mottak av tilbud var 2016-09-06.
Anskaffelsen ble publisert 2016-08-03.
Kunngjøring av konkurranse (2016-08-03) Gjenstand Anskaffelsens omfang
Tittel: Bridge construction work
Antall eller omfang:
A contract will be signed with 1 tenderer. The work will be carried out as a turnkey contract. NS8406:2009 ‘simple Norwegian building and construction contract’ will be used as the general contract provisions, with the changes given in the tender documentation.1 840 000
A contract will be signed with 1 tenderer. The work will be carried out as a turnkey contract. NS8406:2009 ‘simple Norwegian building and construction contract’ will be used as the general contract provisions, with the changes given in the tender documentation.1 840 000
Totalverdi for anskaffelsen: 1 840 000 💰
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: Bygge- og anleggsarbeid i forbindelse med Bru📦
Prosedyre
Prosedyretype: Åpen anbudskonkurranse
Tilbudstype: Innlevering for alle delkontrakter
Tildelingskriterier
Det mest økonomisk fordelaktige tilbudet
Oppdragsgiver Identitet
Land: Norge 🇳🇴
Type tildelende myndighet: Regional eller lokal myndighet
Navn på tildelende myndighet: Moss kommune (Moss municipality)
Postadresse: Kirkegata 5
Postnummer: 1501
Poststed: Moss
Kontakt
Internettadresse: http://www.moss.kommune.no/🌏
E-post: elisabeth.syversen.mahlum@moss.kommune.no📧
Telefon: +47 69248000📞
The corrugated steel pipe has a lot of corrosion damage and requires renovation. The pipe does not need to be excavated and replaced due to the overlying infrastructure. There are 2 alternative renovation solutions, improvement alternatives 1 and 2, the most economic solution will be chosen. The water supply in the pipe can be turned off by the municipality during the work so that the site area is dry during the construction period.
The corrugated steel pipe has a lot of corrosion damage and requires renovation. The pipe does not need to be excavated and replaced due to the overlying infrastructure. There are 2 alternative renovation solutions, improvement alternatives 1 and 2, the most economic solution will be chosen. The water supply in the pipe can be turned off by the municipality during the work so that the site area is dry during the construction period.
Improvement alternative 1: A new plastic half pipe is established. The half pipe is fixed to the existing steel pipe and injected with concrete.
Improvement alternative 2: A constructive integral cast is established in the existing steel pipe. The cast is formed with a bottom cast and the walls are anchored with welded connections to the existing pipe. The form from the integral cast in the pipe is to be ended against the existing concrete surfaces upstream, ended at the end of the pipe downstream.
Improvement alternative 2: A constructive integral cast is established in the existing steel pipe. The cast is formed with a bottom cast and the walls are anchored with welded connections to the existing pipe. The form from the integral cast in the pipe is to be ended against the existing concrete surfaces upstream, ended at the end of the pipe downstream.
Renovation of bridges B002 and B010, Moss municipality.
Routine inspections have uncovered damages and shortcomings of importance for the load carrying capacity and/or traffic safety on 2 municipal bridges in Moss municipality. A decision has been made to improve these bridges in accordance with the description given in the tender documentation.
Routine inspections have uncovered damages and shortcomings of importance for the load carrying capacity and/or traffic safety on 2 municipal bridges in Moss municipality. A decision has been made to improve these bridges in accordance with the description given in the tender documentation.
The tender documentation consists of 2 different sub projects for these 2 bridges, where the existing bridge constructions are to be partly reestablished. The work is described in reports in Safecontrol engineering, which are attached to the contract, with the accompanying drawings and amounts for the work. A short description of each sub project is given below:
The tender documentation consists of 2 different sub projects for these 2 bridges, where the existing bridge constructions are to be partly reestablished. The work is described in reports in Safecontrol engineering, which are attached to the contract, with the accompanying drawings and amounts for the work. A short description of each sub project is given below:
B002 Skredderveien No 1:
The construction's main carrying system consists of corrugated steel pipes approx. ø 3 400 mm (elliptical shape). The pipe's length is 16,30 m.
Critical corrosion with a cross section reduction in the lower part of the steel pipe. No deformation has been proven yet. The concrete wings on both sides of the pipe in axis 1 (west side) is moving and can eventually slip. Other elements (railings, wearing course, filling) do not have damages that are of importance.
Critical corrosion with a cross section reduction in the lower part of the steel pipe. No deformation has been proven yet. The concrete wings on both sides of the pipe in axis 1 (west side) is moving and can eventually slip. Other elements (railings, wearing course, filling) do not have damages that are of importance.
Planned measures at Skredderveien No 1:
— The existing pipe is to be cut above the corroded area and a new integral cast is to be established on the existing concrete. The pipe is to be locked in the same way as the existing pipe with a new steel angle with welded reinforcement for the anchoring in the integral cast.
— The existing pipe is to be cut above the corroded area and a new integral cast is to be established on the existing concrete. The pipe is to be locked in the same way as the existing pipe with a new steel angle with welded reinforcement for the anchoring in the integral cast.
— Concrete wings on both sides of axis 1 (west side) are to be removed and new ones established. Both the wings are proposed to be longer and higher.
B010 Storebru:
The bridge consists of 2 construction stages, a box girder bridge, a recent construction on the downstream side and an older construction, a tubular bridge upstream.
The report includes improvement proposals for the box girder bridge. The tubular bridge has no visible damage that is of importance for its load carrying capacity, and is, therefore, not mentioned anymore in this description. The use class for the tubular bridge is Bk10 in accordance with the Norwegian Public Roads Administration's road lists and the box girder bridge is to be seen as a foot/cycle path.
The report includes improvement proposals for the box girder bridge. The tubular bridge has no visible damage that is of importance for its load carrying capacity, and is, therefore, not mentioned anymore in this description. The use class for the tubular bridge is Bk10 in accordance with the Norwegian Public Roads Administration's road lists and the box girder bridge is to be seen as a foot/cycle path.
The continual box girder bridge on the downstream side consists of 3 spans of 9,60, 9,50 and 9,70 m respectively, the total bridge length is 45,50 m.
Planned measures at Storebru:
— Standard mechanical repairs of concrete damage.
— An outlet in the drainage hole must be established.
— Surface treatment on the bottom plate and walls with a diffusion open lining.
— Clearing the manhole/box cross section.
— Surface treatment of railings, both sides of the bridge.
— The railings' fixings at light masts and other loose/missing parts are to be improved/strengthened.
Antall eller omfang:
A contract will be signed with 1 tenderer. The work will be carried out as a turnkey contract. NS8406:2009 ‘simple Norwegian building and construction contract’ will be used as the general contract provisions, with the changes given in the tender documentation.
A contract will be signed with 1 tenderer. The work will be carried out as a turnkey contract. NS8406:2009 ‘simple Norwegian building and construction contract’ will be used as the general contract provisions, with the changes given in the tender documentation.
Referansenummer: 16/17860
Utførelsessted
Hovedsted eller utførelsessted: Moss kommune [Moss municipality].
Juridisk, økonomisk, finansiell og teknisk informasjon Vilkår for deltakelse
Egnethet til å utøve yrkesvirksomheten:
Requirement:
The tenderer must have their affairs in order with respect to the payment of tax, employer contribution and value added tax (VAT).
Documentation requirement:
Tax certificate not older than 6 months calculated from the tender deadline. A Tax Certificate is defined as:
For Norwegian tenderers:
— A tax and VAT certificate issued by the tax collection office.
For foreign tenderers:
— Foreign tenderers must submit equivalent certificates from their own country that show that they have an arrangement for the payment of taxes and duties. If the authorities in the relevant country do not issue these certificates, the tenderer should submit a statement which states that all taxes and duties have been paid. The statement shall be approved and signed by the tenderer's Financial Director/ person responsible for finance.
— Foreign tenderers must submit equivalent certificates from their own country that show that they have an arrangement for the payment of taxes and duties. If the authorities in the relevant country do not issue these certificates, the tenderer should submit a statement which states that all taxes and duties have been paid. The statement shall be approved and signed by the tenderer's Financial Director/ person responsible for finance.
The tenderer shall document that the enterprise is legally established.
Norwegian tenderers:
— Company Registration Certificate.
Foreign tenderers:
— Confirmation that the tenderer is registered in a trade register or company register in accordance with the law in the country where the tenderer is established.
The tenderer must have good conduct.
The tenderer will by way of a self-declaration confirm that the requirements in appendix A are fulfilled.
Økonomisk og finansiell stilling:
Requirement:
Tenderers shall have sufficient financial strength to comply with the contractual obligations.
Documentation requirement:
The tenderer's Annual Financial Statements including notes with the management and auditor's reports from 2013-2015.
If the Annual Financial Statements for the last year are not finished before the tender deadline for this contest expires, the last year's preliminary annual accounts should also be attached.
The Contracting Authority reserves the right to carry out a credit assessment from the credit rating company Proff Forvalt.
Financial strength is evaluated in relation to turnover, operating profit margin, solidity and liquidity.
The tenderer may choose to rely on other companies' capacity to fulfil the requirement for the tenderer's economic and financial position.
The tenderer must, in such an event, document the resources of the companies on which he will rely and prove that he will have the requisite resources from these companies at his disposal during the contract period, for example by presenting a commitment statement, guarantee, co-operation agreement or similar.
The tenderer must, in such an event, document the resources of the companies on which he will rely and prove that he will have the requisite resources from these companies at his disposal during the contract period, for example by presenting a commitment statement, guarantee, co-operation agreement or similar.
This applies regardless of the legal nature of the connection between the companies, i.e. that the supporting companies can either be the tenderer's parent company, another company in the same group, a co-operation partner etc.
Teknisk og faglig kapasitet:
Requirement: The tenderer must have an adequate ability to fulfil the contract.
Documentation requirement:
A short, general description of the company shall be given, including:
— An account of the company's business concept and core competencies related to the scope of the delivery.
— An overview of the company's history, organisation and ownership, as well as a description of the current business activities.
— Description of how the service provider is organised for the execution of this contract.
— A concise description of the overall quality assurance system that the supplier will apply in carrying out this contract must be given.
The tenderer may choose to rely on other companies' capacity to meet the technical and professional qualification requirements.
The tenderer must, in such an event, document the resources of the companies on which he will rely and prove that he will have the requisite resources from these companies at his disposal during the contract period, for example by presenting a commitment statement, guarantee, co-operation agreement or similar.
The tenderer must, in such an event, document the resources of the companies on which he will rely and prove that he will have the requisite resources from these companies at his disposal during the contract period, for example by presenting a commitment statement, guarantee, co-operation agreement or similar.
This applies regardless of the legal nature of the connection between the companies, i.e. that the supporting companies can either be the tenderer's parent company, another company in the same group, a co-operation partner etc.
Requirement:
The tenderer shall have good experience from equivalent assignments.
Tenderers shall present three certificates from similar deliveries from the last two years. The description shall as a minimum contain:
— A brief description of the delivery.
— Time of execution.
— Scope of delivery in monetary amount.
— Name, and telephone number of the reference person at the Contracting Authority.
The Contracting Authority must have the possibility to contact the contact persons who are listed.
The tenderer shall have sufficient right to be responsible for the initiative.
Documentation that the company meets the requirements for the right to be responsible in the relevant development class. Documentation showing that the company has the required central certification for the right to be responsible in development classes and disciplines required for this assignment. If a tenderer cannot verify central certification, tenderers must verify achievement of local certification for the right to be responsible in the development classes and disciplines required for this assignment. Tenderers shall use the attached self-declaration form in annex H.
Documentation that the company meets the requirements for the right to be responsible in the relevant development class. Documentation showing that the company has the required central certification for the right to be responsible in development classes and disciplines required for this assignment. If a tenderer cannot verify central certification, tenderers must verify achievement of local certification for the right to be responsible in the development classes and disciplines required for this assignment. Tenderers shall use the attached self-declaration form in annex H.
Prosedyre
Tilbudets gyldighetsperiode: 090 dager Tildelingskriterier
Kriterium: 1. Total costs — price (70)
2. Technical and functional solution — assignment comprehension (15)
3. Competence (15)
Språk
Andre språk: Norwegian.