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Sourcing Advertising on the Floating Bridge

Isle of Wight Council | Published November 4, 2016
Sourcing Advertising on the Floating Bridge.

Tower Bridge - Hydraulic Systems Upgrade

City of London | Published October 31, 2016  -  Deadline December 2, 2016
Tower Bridge - Hydraulic Systems Upgrade  

Tower Bridge - Hydraulic Systems Upgrade

City of London | Published October 30, 2016  -  Deadline December 1, 2016
Tower Bridge - Hydraulic Systems Upgrade

Cardinal Creek Golf Course Bridge Renovation

Department of the Air Force, Air Mobility Command | Published December 2, 2016  -  Deadline December 28, 2016
Golf Course Bridge Renovation

E18 Varodd bridge

Statens vegvesen Region sør [the Norwegian Public Roads Administration Southern Region] | Published October 15, 2016  -  Deadline December 5, 2016

The project E18 Varodd bridge is situated on the E18 just east of the centre of Kristiansand and it crosses Topdalsfjorden. The new bridge (Varodd bridge south) shall be constructed as a cantilever bridge (FFB) and it shall be constructed between the two existing bridges, which are a suspension bridge from 1956 (Varodd bridge (1956)) and a cantilever bridge from 1994 (Varodd bridge (1994)). A new foot and cycle path system shall also be constructed and Varodd bridge (1956) shall be demolished. The new Varodd bridge south must first be built with a reduced cross section on part of the length, and then completed after that Varodd bridge (1956) has been demolished.

The E18 must maintain its dual carriageway throughout the construction site area for the entire construction period. A foot and cycle path system shall also be maintained throughout the entire construction period.

The current E18 has an annual daily traffic count of approx. 50 000.

This is a model based assignment in accordance with the Norwegian Public Roads Administration's hand book R760.

Brief description of the assignment:

— Alteration, new construction of the E18 eastbound and westbound lanes with the adjoining local roads/ramps, including signs, water and sewage and electro.

— Footpath systems locally at Søm and Varodd, including signs, water and sewage and electro.

— Terrain measures for the construction of roads and bridges, including dry walls of natural stone.

— Construction of Varodd bridge south.

— Construction of 3 foot/cycle path bridges: Varodden, Sømslandet down and Sømslandet up.

— Alterations to a culvert in Narviga: Varen.

— Alterations to covers, railings, signs and lighting on Varodd bridge (1994).

— Demolition of Varodd bridge (1956), culvert at Søm and steps to Vardåsen.

— Alterations of municipal water and sewage installations at Søm.

— Construction of noise reduction screen.

Portable Tempory Bridge

Department of Agriculture, Forest Service | Published November 7, 2016  -  Deadline December 1, 2016
This solicitation is for the contractor to furnish and deliver a portable bridge to include design according to terms, conditions and specifications contained in the solicitation.
The structural design of the bridge superstructure is to be performed by or under the direct supervision of a Registered Professional Engineer, licensed in the state of Alabama. The bridge is to be designed in accordance with the AASHTO LRFD Bridge Design Specifications. The bridge to be designed to be installed using equipment commonly available on a logging job (i.e. grapple or cable skidder, loader, dozer).
Primary Bridge design characteristics: The bridge to be designed to accommodate HL93 vehicle loads or greater; The bridge to be manufactured for portability in one of the following manners because the bridge will be relocated repeatedly--Hinged along its entire length or bolting and unbolting adjacent panels into sections equal to half of the width of the bridge. Effective Length: 30' minimum to 35' maximum; Clear lane width: 12' minimum, measured between face of barriers.
The bridge components to consist of any combination of the following materials. Painted (two coats) steel, Structural steel to be ASTM A709 Grade 50W, weathering steel, Miscellaneous steel to be ASTM A36, Corrugated, galvanized metal: 7 or 9 gage, and/or Treated wood: all wood to be treated to minimum retention 0.4 pcf.
Delivery location is Talladega Ranger District Office, 1001 North Street, Talladega, AL 35160. Contractor is to provide labor and equipment for offloading bridge. Provide demonstration for structure erection and disassembly. Contractor to provide all labor and equipment for demonstration. Support and stack all components to prevent damage. Furnish and install blocking to support all components at least 12 inches above the ground in stored condition.
Solicitation should be available on this web site on or about Nov 9, 2016. If a teleconference is to be held the information will be addressed in the solicitation. Hard copies of the solicitation document will not be available. All interested parties are responsible for monitoring the Federal Business Opportunity website at http://www.fbo.gov for status of solicitation and amendments, if any. Vendors are required to register in the System for Award Management (SAM) at www.sam.gov prior to award of
 

ANBC - Grange Lane Bridge Replacement

Antrim and Newtownabbey Borough Council | Published October 30, 2016  -  Deadline December 1, 2016
Antrim and Newtownabbey Borough Council would like to invite contractors for the Grange Lane Bridge Replacement.

Bridge-inspection services

Transport Scotland South East | Published November 9, 2016  -  Deadline December 8, 2016

Transport Scotland wishes to appoint a suitably experienced contractor to undertake an internal inspection and investigation of the main suspension cables on the Forth Road Bridge.

Transport Scotland is an agency of the Scottish Government and contracts in the name of and on behalf of the Scottish Ministers. Transport Scotland has identified the requirement to appoint a Main Contractor to undertake an internal inspection and investigation of the main suspension cables at the Forth Road Bridge. These works are due to commence in Spring 2017, for a period of approximately 18 months, with a winter shutdown at some time during the period 1.11.2017 — 31.3.2018.

The Main Contractor will be procured through a competitive tender procedure, in accordance with the restricted procedure as stated in the Public Contracts (Scotland) Regulations 2015. Due to project complexity, the project requires to be performed by a single contractor and as such shall not be divided into lots.

To be considered for this contract economic operators are required to complete the European Single Procurement Document (ESPD) in accordance with this Contract Notice. Economic operators shall be evaluated in accordance with the Public Contracts (Scotland) Regulations 2015, on the basis of information they have provided within the ESPD.

Project Details

The Forth Road Bridge spans the Firth of Forth and carries the A90 Trunk Road between Fife and Lothian. The bridge consists of two approach viaducts and a suspension bridge which forms the main section of the structure.

The main span is 1006 metres long with side spans each of 408 metres. The deck is an open steel truss with an orthotropic stiffened plate on the main span and a reinforced concrete slab on the side spans. The suspended truss is supported by two aerially spun cables each of approximately 590mm diameter.

Following work which had been undertaken in the USA, the first internal inspection of the main cables on the Bridge was undertaken in 2004 following the recommendations of NCHRP Report 534 (Guidelines for Inspection and Strength Evaluation of Suspension Bridge Parallel Wire Cables).

Each of the main cables was opened in 5 locations (3 low level and 2 high level). The low level locations were accessed from scaffolds and the high level locations from specially constructed steel platforms.

Following the inspection, the strength of the cables were evaluated using the NCHRP Brittle Wire model.

In 2006 an acoustic monitoring system was installed on the main cables of the Bridge to monitor the number of wire breaks in the main cables.

In 2006, a contract was also awarded to install a dehumidification system to the main cables. This involved sealing the main cables to make them air tight and then pumping dehumidified air through the voids, between the individual wires which make up the cables. The 2nd internal inspection of the main cables was included within the main cable dehumidification works contract to allow the condition of the cables to be ascertained prior to the commissioning of the dehumidification system. This project was completed towards the end of 2009.

In 2012 the 3rd internal inspection of the main cables was undertaken. This involved unwrapping a total of 8 No panels to allow inspection of the internal wires.

The principal elements of the proposed works will comprise, but will not be limited to:

— Refurbishment, modification, load testing and certification of purpose designed cable gantries.

— Refurbishment and testing of a purpose designed cable compactor and wrapping machine.

— Provision of detailed method statements.

— Installation and removal of cable gantries and access cradles.

— Erection and removal of low level scaffolding platforms.

— Removal and reinstatement of main cable elastomeric wrap.

— Removal, reinstatement and recommissioning of main cable dehumificiation and acoustic monitoring equipment.

— Unwrapping of the main cables including the removal of lead and zinc waste.

— Cable wedging.

— Wire sampling and splicing.

— Cable compaction and wrapping.

— Provision of as-constructed information.

— Provision of Health and Safety File.

Deer Creek Trail Bridge

Department of Agriculture, Forest Service | Published November 8, 2016
The U.S. Forest Service, Region 6,Umpqua National Forest has a requirement for the Deer Creek Trail Bridge Replacement Project, Diamond Lake Ranger District, Douglas County, Oregon. The project includes but is not limited to:• Removal of man-made materials from the previous bridge treated timber sills.• Construction of new 84'-10" main-span weathering steel truss bridge including the design, fabrication, delivery and installation.• Construction of two new 20'-2" approach-spans pressure treated longitudinal glued-laminated deck slab bridges including the fabrication, delivery and installation.• Construction of the geocell and precast concrete piers, geocell and treated timber abutments, stone armor and retaining walls, and approach embankment.• Cutting hazard trees in the construction area and relocating them downstream of the new bridge.• The use of a helicopter to aide in the construction is anticipated.
Project Location: From Roseburg, OR travel east on State Highway 138E for 61 miles. Turn left onto Forest Service Road 34 and travel approximately 2.5 miles and turn right onto Forest Service Road 3401. Travel on Road 3401 for approximately 2 miles and turn left to the Umpqua Hot Springs Trailhead. Cross the trail bridge walk and west (downriver) for approximately 1.5 miles on the North Umpqua Trail #1414 to the bridge site. The old bridge was destroyed in 2012. The site is located near Latitude 43.296, Longitude 122.3765 and Elevation 2750 feet. The Lemolo Forebay #1 Helispot is located near Latitude 43.361, Longitude 122.2194 and Elevation 4120 feet although additional helispots are being investigated for easier access (potential helispot at Toketee Airstrip or the junction of Road 34 and Road 3400100).
It is anticipated that the project site will be under snow when a final solicitation and final plans and specifications are ready to be released this winter. Therefore, two organized site visits have been scheduled and <span style="text-decoration: underline;">draftspan> specifications and plans are being posted. The site visits have been scheduled for 9:30 a.m., Wednesday, November 30, 2016 <span style="text-decoration: underline;">ORspan> 9:30 a.m., Thursday, December 1, 2016. Clause 52.236-3 - Site Investigation and Conditions Affecting the Work will be included in any contract awarded as a result of this solicitation, so it is highly recommended that potential offerors inspect the site while the weather allows. Participants will meet at: Diamond Lake Ranger District Office, 2020 Toketee Ranger Station Road, Idleyld Park, Oregon 97477. Contact is Julie Jackson-Merritt, Umpqua Forest Bridge Engineer - Phone: 541-957-3441. Attendees should bring their own copy of the draft plans and specifications. Attendees participating in the site visit will be expected to provide their own transportation as well as personal protective equipment. There will be a 1.5 mile (one-way) walk on the North Umpqua Trail#1414 to the bridge site.
The Government's estimate is between $250,000 and $500,000. A bid bond (20%) will be required with offers, and a payment bond (100 percent) and performance bond (100 percent ) will be required after award. Contract performance time is estimated to begin April 10, 2017 with project ready for use no later than October 31, 2018. FOR ADDITIONAL INFORMATION contact Julie Jackson-Merritt at 541.957.3441.
This procurement requires the use of biobased products to the extent that such products are reasonably available, meet agency or relevant industry performance standards, and are reasonably priced. Where available, these products should first be acquired from among qualified products that fall under the umbrella of items designated through the Federal Biobased Preferred Program (FB4P).
Note: prospective awardee shall be registered and active in the System for Award Management (SAM) data base prior to award. Information on registration may be obtained via the internet at: http://www.sam.gov. All contractors and vendors must complete the electronic version of the Representations and Certifications in the SAM system.

Road bridge construction work

Transport Scotland South West | Published November 26, 2016  -  Deadline January 5, 2017

Transport Scotland wishes to appoint a suitably experienced contractor to undertake the refurbishment of the M8 Kingston Bridge South Approaches copes and parapets.

Transport Scotland is an agency of the Scottish Government and contracts in the name of and on behalf of the Scottish Ministers. Transport Scotland has identified the requirement to appoint a Main Contractor to undertake the refurbishment of the M8 Kingston Bridge South Approaches copes and parapets. These works are due to commence in early summer 2017, for a period of approximately 4 months.

The Main Contractor will be procured through a competitive tender procedure, in accordance with the restricted procedure as stated in the Public Contracts (Scotland) Regulations 2015. Due to project complexity, the contract requires to be performed by a single contractor and as such shall not be divided into lots.

To be considered for this contract economic operators are required to complete the European Single Procurement Document (ESPD) in accordance with this Contract Notice. Economic operators shall be evaluated in accordance with the Public Contracts (Scotland) Regulations 2015, on the basis of information they have provided within the ESPD.

Project Details

The M8 Kingston Bridge South Approaches are twin bridges located on the M8 Edinburgh — Greenock Trunk Road that carry motorway traffic over local roads 300m south of the M8 Kingston Bridge near Glasgow City Centre. The structures are two separate bridges, one M8 eastbound and one M8 westbound. Each bridge is a multi-span arrangement of post tensioned table top spans and reinforced concrete suspended spans with half-joints over a total length of 262m and an overall width of 15.57m. The traffic count information extracted from sensors on the M8 Kingston Bridge South Approach indicate an annual average flow of 103,000 vehicles per day with 12 % HGV. The existing edge copes on the M8 Kingston Bridge South Approaches eastbound and westbound structures each support a two rail aluminium parapet and a series of pre-cast cladding panels. The existing copes and parapets are to be replaced as part of the refurbishment works.

The provisional scope of the proposed works will include, but is not limited to:

— Detailed survey of existing cope and parapet;

— Preparation of fabrication drawings;

— Fence and gated access to the worksite to prevent public access into the worksite;

— Design, design check, provision, operation and maintenance of any temporary works that may be required to carry out the works;

— Traffic management as necessary to allow demolition and replacement of cope(s) and parapet(s) over both structures;

— Demolition and replacement of existing copes and parapets over a total length of around 524 metres (262m westbound cope and 262m eastbound cope);

— Waterproofing and re-surfacing of a 1 metre strip, adjacent to the replaced cope, over the entire length of the newly constructed copes on both structures;

— Installation of new bridge joints within the extent of the scheme;

— Provision of Light and Heavy Recovery vehicles for the duration of the works to serve the carriageway with live traffic management

— Development and implementation of a Communications Strategy, working with Traffic Scotland, Scotland TranServ (Transport Scotland's Term Operating Company for the South West Scotland Trunk Road Unit), emergency services, stakeholders and liaison with local community to minimise any delays, disruption and inconvenience caused, including implementation of noise or other environmental mitigation measures;

— All other works generally associated with a structural maintenance scheme on or adjacent to a live motorway;

— Provision of As-built drawings and contribution and assistance in developing a scheme specific Health and Safety File.

Traffic Management — lane closures on the M8 motorway will not be permitted between the hours of 6:00 and 22:00 during the works. Works will only be permitted on one carriageway at any time.

Works will be undertaken in two consecutive eight week phases. One phase westbound and one phase eastbound.

Construction of Bridge Protection Beams

Queensland Rail Limited | Published November 15, 2016  -  Deadline December 12, 2016

Queensland Rail is seeking proposals for the construction of a total of 9 (nine) bridge protection beams at 5 (five) locations across South East Queensland

For details information on the specific Works please review the attached documents.

Please see QRP16207Briefing in regards to the Industry Briefing to be held by the end of November

 

Spare Parts for Magnetek Bridge Crane

Department of the Army, Army Contracting Command | Published November 23, 2016  -  Deadline December 2, 2016
Various Magnetek OEM Spare Parts to support Radio Remote Control DC Bridge Crane Systems in Building 35, 110 and 135 at the Watervliet Arsenal.
 

Innovation Bridge - Telemarketing Campaign

Regeneration - Business Investment | Published November 5, 2016  -  Deadline December 9, 2016
Central Bedfordshire Council has secured European Regional Development Funding (ERDF) to launch a project called Innovation Bridge in 2016. The project is receiving up to £1.98m of funding from the England European Regional Development Fund as part of the European Structural and Investment Funds Growth Programme 2014-2020.  The Department for Communities and Local Government (and in London the intermediate body Greater London Authority) is the Managing Authority for European Regional Development Fund. Established by the European Union, the European Regional Development Fund helps local areas stimulate their economic development by investing in projects which will support innovation, businesses, create jobs and local community regenerations.

Forth Road Bridge Main Cable Internal Inspection 2017

Transport Scotland | Published November 9, 2016
Forth Road Bridge Main Cable Internal Inspection 2017.

New Bridge for St. Lawrence Project

Transport Canada | Published February 1, 2016  -  Deadline September 30, 2019
Trade Agreement: WTO-AGP/NAFTA/AIT/Canada FTAs with Peru/Colombia/Panama Tendering Procedures: Suppliers on permanent list or able to meet qualification requirements Competitive Procurement Strategy:  Comprehensive Land Claim Agreement: No Nature of Requirements:   LOI New Bridge for the St. Lawrence Corridor  Public Release of Project Agreement   This LOI is for information purposes only.  This is not a new solicitation.  No proposals will be accepted.  The purpose of this Letter of Interest (LOI) is to publicly release the Project Agreement for the New Bridge for the St. Lawrence Corridor Project.    The Government of Canada is releasing the version of the New Bridge for the St. Lawrence Corridor Project Agreement, QA002-142501/001/NB, that came into effect on June 19, 2015.  Changes to the Project Agreement are expected to be made to reflect the Governments decision to move forward on a toll-free New Champlain Bridge and will be released once finalized with possible redactions.   Some sections ofthe current version of the Project Agreement have not been released as they contain information that is notably personal, commercially sensitive or related to security.   Drawings referenced in Schedule 4 and Schedule 7, Part 6, information and documents referenced in Schedule 5, and documents referenced in Schedule 14 have not been included due to their voluminous nature. This information is available upon request with possible redactions.   The French translation of the Project Agreement is an unofficial version provided for informational purposes only and has no legal value. Only the English version provided is official and binding on the parties.  Other information previously released can be found at the following links:   - RFP and EWA - https://buyandsell.gc.ca/procurement-data/tender-notice/PW-NB-001-67767 - FM Report - http://www.tpsgc-pwgsc.gc.ca/se-fm/rpt2015-eng.html - VfM Report - http://www.infrastructure.gc.ca/nbsl-npsl/vfm-odr/index-eng.html Delivery Date: Above-mentioned  The Crown retains the right to negotiate with suppliers on any procurement.  Documents may be submitted in either official language of Canada.

Framework agreement for Bridge Maintenance in Østfold, Akershus and Oslo 2017-2019

Statens Vegvesen Region Øst (the Norwegian Public Roads Administration, Eastern Region) | Published November 17, 2016
Framework agreement for Bridge Maintenance in Østfold, Akershus and Oslo 2017-2019.

Construction management services for the First class Bridge maintenance reinforcement wor

SEOUL METROPOLITAN CITY | Published November 17, 2016
Construction management services for the First class Bridge maintenance reinforcement wor

M8 Kingston Bridge South Approaches Cope and Parapet Refurbishment 2017

Transport Scotland | Published November 26, 2016
M8 Kingston Bridge South Approaches Cope and Parapet Refurbishment 2017.

Replacement of Brighton Road Swing Bridge

Public Works and Government Services Canada | Published June 1, 2016  -  Deadline December 7, 2016
Trade Agreement: WTO-AGP/NAFTA/Canada FTAs with Peru/Colombia/Panama Tendering Procedures: All interested suppliers may submit a bid Competitive Procurement Strategy:  Comprehensive Land Claim Agreement: No Nature of Requirements:   EQ754-170012/A Woodhall, Lauren Telephone No. - (416) 512-5873  Fax No. - (416) 512-5862   Replacement of Brighton Road Swing Bridge  Public Works and Government Services Canada (PWGSC) intends to retain an individual consulting firm or joint venture to provide the professional services for the project as set out in this Request for Proposal (RFP).  The overarching goal is to build a safe, efficient bridge as fast as possible, within Parks Canada navigational constraints and with minimal road closures to vehicular and pedestrian traffic. Public Works and Government Services Canada (PWGSC) intends to retain a firm of civil/structural bridge engineers with a multi-disciplinary team of engineers for the provision of services required for this project.   This is a single phase selection process.  Proposals will be evaluated for both technical content and price.  The proposal rankings will be based on 90% for technical evaluation and 10% for price.  Proponents responding to this RFP are requested to submit a full and complete proposal.  The proposal will cover not only the qualifications, expertise, availability, experience and organization of the proposed Consultant Team, but also the detailed approach to the work, and the pricing and terms offered.  A combination of the technical and price of services submissions will constitute the proposal.  The selected firm will provide a full consulting team including the required expertise.  Firms interested in providing these services may order the Request for Proposal documents which are distributed through the Government Electronic Tendering Service (GETS). Standard Terms and Conditions for this procurement are incorporated by reference into, and form part of the Tender and Contract Documents.  The Standard documents are issued by Public Works and Government Services Canada and may be viewed on buyandsell.gc.ca. Tender documents can be obtained from GETS by visiting their web site at http://buyandsell.gc.ca/tenders. Amendments, when issued, will be available from GETS. In all cases bidders must indicate in the space provided on the Proposal Form the identification number(s) of the amendment(s), if any, that they have taken into consideration for their bid.    Sealed proposals will be received at: Public Works and Government Services Canada, 4900 Yonge Street, 12th Floor, Toronto, Ontario M2N 6A6.  ENQUIRIES:  All enquiries of a technical nature and all questions of a contractual nature are to be submitted in writing to the Contractual Authority:   Lauren Woodhall Telephone No.: 416-512-5873 Fax No.: 416-512-5862 E-mail: lauren.woodhall@pwgsc-tpsgc.gc.ca  Delivery Date: 25/05/2016  The Crown retains the right to negotiate with suppliers on any procurement.  Documents may be submitted in either official language of Canada.

F.E Walter Service Bridge Painting

Department of the Army, U.S. Army Corps of Engineers | Published November 23, 2016  -  Deadline January 18, 2017
Description of Work: Contract will consist of Base Bid consist of, Power washing the exterior faces of the webs, top flanges, and bottom flanges of the Service Bridge's girders and the exterior stiffener angles to remove dirt, debris, oils, and existing chalking paint. Clean, paint and lubricate bridge bearings. Cleaned surfaces shall be painted.
Option 1: Consists of power washing the interior faces of the girder web and flanges to include the cross frame members of the Service Bridge to remove dirt, debris, oils, and existing chalking paint. Cleaned surfaces shall be painted.
Solicitation No. W912BU-17-B-0004 will be issued on or about 15 December 2016, as Small Business Set-aside Invitation for Bids. Bid opening date will be conducted 18 January 2017 at 11:00 a.m. Bonding will be required; at the time of bid opening, by separate Bid Bonds; and after award but before Notice to Proceed, Performance and Payment Bonds will be required. The award will be made as a whole to one bidder in accordance FAR Part 14 Procedures. All work and services must be completed within 90 calendar days after receipt of the Notice to Proceed. Estimated cost range of this project is $100,000 to $250,000 and the NAICS code for this project is 238320 with a size standard of $15.0 million dollars.
Solicitation documents, plans and specifications will only be available via the Federal Business Opportunities (FBO) homepage located at https://www.fbo.gov/. Registration for plans and specifications should be made via FBO Internet homepage and hard copies will not be available. No written or fax requests will be accepted. It is the contractor's responsibility to monitor FBO for any amendments. The solicitation will contain FAR 52.222-38 Compliance with Veterans' Reporting Requirements, therefore contractors who have received a Federal Contract of $150,000.00 or greater, except as waived, must have submitted the preceding fiscal year Federal Contractor Veterans' Employment Report (VETS-4212 Report) to be eligible for an award. If you have any questions or concerns regarding VETS-4212 Report please contact VETS-4212 customer support at 1-866-237-0275 or via email at VETS100- VETS4212-customersupport@dol.gov. The solicitation will contain FAR provision 52.204-7; therefore, a bidder must be registered in the System for Award Management (SAM) database prior to award. Davis Bacon rates will be applicable to the construction. Affirmative action to insure equal employment opportunity is applicable to the resulting contract.
Questions regarding this notice should be directed to Kecia M. Blackwell at Kecia.M.Blackwell@usace.army.mil.