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Bridge Rehabilitation - Painted Creek Bridge

Department of Agriculture, Forest Service | Published February 3, 2017
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This is a presolicitation notice for a requirement to furnish, install and paint structural steel cross frames under the existing Painted Creek Bridge.  Work includes furnishing all labor, equipment, supervision, transportation, supplies and incidentals necessary to perform the work.The Painted Creek Bridge is located on the Shoal Cove road system approximately 23 miles by boat from Ketchikan Alaska. The Shoal Cove road system is remote and accessible by either boat or float plane.  The bridge is 3.7 miles by road from the Forest Service float and ramp.  There is a high tide location at the LTF to unload equipment.  A shared Forest Service Float is available to tie up a boat.Anticipated Submittals include:1. Work Schedule 2. Safety Plan3. Quality Control Plan4. Camp PlanEquipment Cleaning will be required prior to mobilizing to the work site.  Specific information will be provided in the supplemental specifications when a solicitation is posted.Estimated Price Range (FAR 36.204):  Between $25,000 - $100,000The Government expects to set this requirement aside for Woman Owned Small Business only.

Bridge No 12-3290 Foot bridge Nygårdstangen

Statens Vegvesen Region vest [The Norwegian Public Roads Administration, Western Region] | Published December 16, 2016  -  Deadline February 21, 2017
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45000000

The works include the construction of a new bridge over a channel, between AdO Arena and Bergen fire station. The works also include completion of a foot path before and after a bridge. Terrain works/completion works in connection with the bridge/foot path and place at the AdO Arena, as well as lightning systems are also included in the contract. Filling works that are the basis for the project has been executed in a previous contract.

Bridge toll services

Dublin City Council | Published February 3, 2017
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63712311, 34927000, 63712300, 63712310, 66000000, 66170000, 71317200, 72000000, 72224200, 75100000, 79222000, 79412000, 79414000, 79631000, 79941000, 90714500

As part of the toll bridge operation, Ringsend Toll Bridge DAC requires services including, but not limited to, financial services, IT and HR services, general administration, possibly other management services, various Quality, Environment, Health and Safety services, and bridge tolling system maintenance.

Please note that this is not a call for competition and no tender documents are available at this stage. Also the process will not be utilised in order to preclude any future competition to be conducted by Dublin City Council.

The Technical Dialogue may also assist Dublin City Council in the development of the procurement strategy for any subsequent competition.

For further information, please refer to additional document on www.etenders.gov.ie RFT ID 113701.

As part of the toll bridge operation, Ringsend Toll Bridge DAC, which is wholly owned by Dublin City Council, requires services including, but not limited to, financial services, IT and HR services, general administration, possibly other management services, various Quality, Environment, Health and Safety services, and bridge tolling system maintenance.

Please note that this is not a call for competition and no tender documents are available at this stage. Also the process will not be utilised in order to preclude any future competition to be conducted by Dublin City Council.

The Technical Dialogue may also assist Dublin City Council in the development of the procurement strategy for any subsequent competition.

For further information, please refer to additional document on www.etenders.gov.ie RFT ID 113701.

Road bridge construction work

Statens vegvesen Region nord | Published January 7, 2017  -  Deadline March 8, 2017
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45221111

E6 Finneidstraumen, the bridge contract, includes the construction of a new bride across the Finneidstraumen. The bridge shall be constructed as a dual box-girder bridge with an associated concrete surface. The bridge span is approx. 68 m and the width of the bridge is 15 m. The abutments are founded on steel core piles on rock. Axis 2 is crossing a municipal road directly under the E6 in such a way that the abutment is constructed as a culvert structure on the landside of the bridge. Axis 1 has a hanger-on abutment on one single foundation. The existing abutment and E6 shall be secured against the construction pit with drilled pipe sheet piles.

The contract shall, in addition to the construction of a new bridge, include blasting works for the entire mountain ridge located west of the existing E6. Blasting works for road-beds. The blasted rock shall i.a. be used for fillings for the bridge abutments.

Guidelines on main quantities:

Blasting: 40 000 pfm3;

Filling works: 10 000 pam3;

Excavation;

Steel core piles: 420 m;

Structural steel: 465 tonnes;

Concrete: 1 400 m3;

Membrane, Topeka 4S 1 109 m2

Bridge railings, approx. 280 m;

Bridge stores: 5;

Bridge joint: approx. 14 m;

Dehumidifiers: 2;

The project shall be carried out based on drawings.

Forth Road Bridge: Replacement of Expansion Joints

Transport Scotland | Published February 3, 2017
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Forth Road Bridge: Replacement of Expansion Joints.

Bridge-inspection services

Statens Vegvesen Region nord | Published January 31, 2017  -  Deadline February 24, 2017
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71631450

The Contracting Authority wants tender offers for the delivery of inspection services in connection with the production and assembling of steel structures for the E6 Tana Bridge. Inspection services on piles and surface treatment of stay cables.

The objective of the procurement is The purpose of the contract is random sampling of stay cables at the production site/workshop and construction site.

Scope of the agreement: The services shall be performed in the period: middle of March 2017 to middle of August 2019.

Repair Span Locks, Lasalle Causeway Bascule Bridge

Public Works and Government Services Canada | Published December 15, 2016  -  Deadline May 1, 2017
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Trade Agreement: Agreement on Internal Trade (AIT) Tendering Procedures: All interested suppliers may submit a bid Competitive Procurement Strategy:  Comprehensive Land Claim Agreement: No Nature of Requirements:   EQ754-172246/A Adler Brooks, Julie Telephone No. - (416) 512-5776  Fax No. - (416) 512-5862 julie.adlerbrooks@pwgsc.gc.ca  Project No.:  R.082857.001  Work of this Contract includes the removal and refurbishment of the Spanlock for LaSalle Causeway Bridge, as well as the repair and replacement of corroded bottom chords.   OPTIONAL SITE VISIT  There will be a site visit on December 22nd, 2016 at 10:00am. Interested bidders are to meet at the Lasalla Causeway office building, 386 Ontario St, Kingston K7K 2X9. Bidders must be wearing safety boots and a hard hat.  Bidders should communicate and provide name(s) to the Contracting Officer, Julie Adler Brooks at (416) 512-5776 or julie.adlerbrooks@pwgsc.gc.ca  The Contractor shall perform andcomplete the Work within twelve (12) weeks from the date of notification of acceptance of the offer.  Drawings and Specifications are now available for viewing and downloading in a Portable Document Format (PDF) or in a standard paper version. Tenderers should note that Attachment 1 (ATT 1) contains the Drawings and Attachment 2 (ATT2) contains the Specifications Package (DSP) which consists of PDF files organized in an industry recognized directory structure.      All enquiries of a technical and contractual nature, are to be submitted to the Supply Officer, Julie Adler Brooks Telephone: (416) 512-5776, Facsimile: (416) 512-5862, julie.adlerbrooks@pwgsc.gc.ca.  Bid Receiving:   Sealed tenders will be received at Public Works and Government Services Canada, 4900 Yonge Street, Bid Receiving, 12th Floor, Toronto, Ontario M2N 6A6.  Delivery Date: 12/12/2016  The Crown retains the right to negotiate with suppliers on any procurement.  Documents may be submitted in either official language of Canada.

Bridge construction work

Transport Scotland South East | Published January 31, 2017  -  Deadline March 1, 2017
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45221110, 45221111, 45221115, 45221000, 45221100

Transport Scotland wishes to appoint a suitably experienced contractor to undertake the replacement of the expansion joints on the Forth Road Bridge (the ‘Works’).

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 Principal Contractor to undertake the replacement of the expansion joints on the Forth Road Bridge. The contract is due to be awarded in Autumn 2017, with a start on site in Spring 2018 for a period of approximately 8 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 (the ‘Regulations’). Due to project complexity, the project requires to be performed by a single contractor and as such will not be divided into lots.

To be considered for the contract, economic operators are required to complete the European Single Procurement Document (ESPD) in accordance with this notice. Economic operators shall be evaluated in accordance with the Regulations on the basis of the information they have been 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 1 006 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 reinforced concrete slabs on the side spans. The truss is supported by two aerially spun cables each of approximately 590 mm diameter.

The main expansion joints are located at the north and south main towers. These are of the ‘roller shutter’ or rolling leaf type and were developed, fabricated and installed by the German firm Demag AG. These joints are believed to be the largest and oldest of their type in existence. The replacement joints will be a modified version of the same type of joint.

While the carriageway closures are in place for the replacement of the main expansion joints and the adjacent footway/cycleway joints it is also proposed to undertake the replacement of the comb joints on the north and south approach viaducts, and the nosing joints at the north and south side towers. The replacement of the footway/cycleway expansion joints on the approach viaducts will also be undertaken.

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

— Replacement of the carriageway expansion joints at the north and south main towers.

— Replacement of the carriageway expansion joints on the north and south approach viaducts.

— Replacement of the carriageway nosing joints at the north and south side towers.

— Replacement of the footway/cycleway joints at the north and south main towers.

— Replacement of the footway/cycleway joints at the north and south approach viaducts.

— Provision of as constructed information.

— Provision of the Health & Safety File.

Arlington Memorial Bridge

Department of Transportation, Federal Highway Administration (FHWA) | Published February 10, 2017  -  Deadline March 24, 2017
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Proposals from all business concerns will be accepted for the Design-Build (D-B) solicitation of the Rehabilitation of Arlington Memorial Bridge and Bascule Span Shoring, Project No. GWMP 11(4),11(7), located at District of Columbia (Washington, DC), as Solicitation Number: DTFH71-17-R-00006. The Arlington Memorial Bridge is a historic structure listed in the National Register of Historic Places for its significant architectural and engineering design as well as its symbolism and place within the monumental setting of Washington, DC. The bridge, opened to traffic in 1932, was constructed as a memorial to American patriotism and those who have died in military service to the country, as well as a symbolic representation of the reconciliation between the Union and Confederacy following the Civil War by connecting the Lincoln Memorial with Arlington House, the Robert E. Lee Memorial. The bridge was designed by the famed architectural firm, McKim, Mead & White, and the innovative bascule span was developed by the Strauss Engineering Corporation to fit a working draw span into the monumental design. The bascule span was last opened more than 50 years ago. The mechanical equipment and original electrical system is not operational. Modern electrical lines have been installed and are operational. It is not anticipated to reopen the bascule span in the future.
The Arlington Memorial Bridge (Structure No. 3300-016P) is 2,162 feet long and 94 feet wide. The bridge consists of ten reinforced concrete arch approach spans and a double leaf bascule span at the bridge's center. Eight of the 10 approach spans convey the Potomac River under the bridge. Two smaller concrete arches span the George Washington Memorial Parkway (GWMP) and Ohio Drive SW, at each end of the bridge. The bridge has sidewalks on each side measuring 13'-9" each, and the roadway measures 60 feet from curb to curb, providing six 10-foot-wide vehicle travel lanes.
The double-leaf bascule span consists of riveted steel trusses, supported on riveted steel trunnion posts with the counterweights below the deck. The bascule trusses support a floorbeam/stringer floor system and concrete filled grid deck. The main trunnions are spaced 216' on center (refer to the record contract plans for more details).
There are four cast-in-place deck arch spans, on each side, leading up to the bascule span. These spans range in length from 166'-0" to 180'-0" from springline to springline. At the east end, the structure crosses Ohio Drive and at the west end crosses the northbound lanes of GWMP. Each of these spans is constructed as a deck arch with a 50'-0" span length from springline to springline followed by the concrete approach frames. The exterior of the longitudinal walls, abutments, and piers are clad with granite ashlar. This project at this time is "Subject to the Availability of Funding". The design and construction cost for this base project plus options is estimated to be more than $100,000,000.
In accordance with Public Law 104-106 (41 U.S.C. 253m), the Eastern Federal Lands Highway Division (EFLHD) of the Federal Highway Administration is conducting a "two phased" Design-Build (D-B) selection process for the National Park Service. Solicitation documents for Phase One, Request for Qualifications (RFQ), should be issued on or about February 24, 2017. A proposal of statement of qualifications will be due on or about March 24, 2017 at the EFLHD office in Sterling, Virginia.
A selection committee will review and evaluate contractor qualifications and select the most highly qualified D-B firms/teams based on the established RFQ evaluation criteria to participate in Phase Two of this D-B selection process. During Phase Two, those firms/teams short-listed will be sent a Request for Proposal (RFP), which will outline the remainder of the process requirements.
Use Internet address https://www.fbo.gov/ (at QUICK SEARCH, type "EFLHD" and all available projects will be listed) to check for availability of bid documents. All bid documents can be directly downloaded from this website. Documents will no longer be mailed. Register to receive Email Notification to automatically be notified when a document is added or updated for a specific project. If firms do not register as an interested vendor at the Federal Business Opportunities website, there will be no Plan Holders List.
Annual Representations and Certifications FAR 52.204-8 (Jan 2017). The Representations and Certifications must be filled-in online at http://sam.gov/. The required Annual Form Vets-4212 must also be filled-in online at http://www.dol.gov/vets/vets4212.htm per FAR 52.222-37.
Please send all questions concerning construction projects to eflhd.contracts@dot.gov. Include the solicitation number, project name and number, requesting firm and address, a point of contact and telephone number. Requests for 'faxing' or overnight mailing will not be accepted.
ATTENTION Minority, Women-Owned, and Disadvantaged Business Enterprises (DBEs)The Department of Transportation (DOT) offers working capital financing assistance for transportation related contracts. The DOT's Short-Term Lending Program (STLP) offers lines of credit to finance accounts receivable. Maximum line of credit is $750,000 with interest at the prime rate. For further information, call (800) 532-1169 or 202-366-1930. Internet address: http://osdbuweb.dot.gov
IMPORTANT PAYMENT REQUIREMENTIn accordance with Federal Acquisition Regulation (FAR) Subpart part 4.1102, prospective contractors shall be registered in the System for Award Management (SAM) database prior to award of a contract. Also FAR clause 52.232-33 requires SAM registration for payment. SAM registration is available online at the following Internet web address: www.sam.gov.
IMPORTANT SUBCONTRACTING PLAN REQUIREMENTSRequired from all "other than Small business" when requirement is expected to exceed $700,000 ($1,500,000 for construction) [FAR 19.702]. Contracting Officer, Contracting Officer's Representative, and Small Business Specialist are responsible for approving a reasonable and realistic plan [FAR 19.705-4] [TAM 1219.201(e)(6)]. Legislated subcontracting goals [15 USC 644(g)(1)]: 50% - Small Businesses (SB), 5% - Small Disadvantaged Businesses (SDB), 5% - Women-Owned Small Business Entities (WOSB), 3% - HUBzones, 3% - Service-Disabled Veteran-Owned Small Businesses (SDVOSB). A copy of each subcontracting plan (or contractor statement that no subcontracts are to be awarded) must be provided to Eastern Federal Lands and approved by the Office of Small Disadvantaged Business Utilization prior to close of negotiations (or award of the IFB) [TAM 1219.705-5 and -6].
PLEASE NOTEFor security reasons, individuals requiring access to the EFLHD must present a valid photo ID and be escorted to their destination by a Government employee. Due to new security provisions, all visitors attending bid openings are urged to arrive at least 1 hour prior to the scheduled bid opening. All visitors must register with the receptionist in Room 100. A Government employee will collect the bids. Prior to bid opening, a Government employee will escort all bidders to the bid opening. Unescorted visitors will be denied entry and no exceptions will be made.
Please Note:This solicitation is a Request for Proposal (RFP). Therefore, there will not be a public bid opening and proposals are not available for review.

New Bridge for St. Lawrence Project

Transport Canada | Published February 1, 2016  -  Deadline September 30, 2019
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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.

Cast in Place Piles - Petrie Park Road Bridge, Nambour

Sunshine Coast Regional Council | Published February 4, 2017  -  Deadline February 28, 2017
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Tenders are invited for the construction of cast in place concrete piles for the Petrie Park Road Bridge at Nambour.

Council is replacing the existing timber bridge with a reinforced concrete bridge. Council will be the Principal Contractor, with the project being undertaken using a combination of internal Council resources and external contractors
 

2017 Bridge Inspection Services IDIQ

Department of Transportation, Federal Highway Administration (FHWA) | Published February 8, 2017  -  Deadline February 23, 2017
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Bridge Inspection Services
The Federal Highway Administration (FHWA), Eastern Federal Lands Highway Division (EFLHD), anticipates awarding multiple awards, Indefinite Delivery Indefinite Quantity Contracts (IDIQCs) for providing bridge, tunnel, and culvert inspections, investigations, inspection reports and associated engineering services with Federal Land Management Agencies (FLMA) such as the National Park Service (NPS), U.S. Forest Service, U.S. Fish and Wildlife Service, and/or other federal, state, and local governmental agencies or other special-purpose governmental type units (such as municipal authorities) located primarily within the United States and Territories.  For additional information on the selection of engineering firms for IDIQ contracts see FAR Part 36.6.
 The EFLHD anticipates awarding a maximum of three (3) individual IDIQ contracts.  The work may include, but will not be limited to, providing initial, routine, in-depth, special, underwater, and/or other structure safety inspections as per the National Bridge Inspection Standards (NBIS) and National Tunnel Inspection Standards (NTIS); the preparation of inspection reports; load rating calculations; non-destructive evaluation (NDE) of structures; preparation of Plans, Specifications, and Estimates (PS&E) for repairs; scour studies; and special studies that may require concrete core retrievals and testing, including petrographic analysis, chloride content tests, compressive strength tests, or other tests.
 The field inspections will be conducted by a team that meets the requirements set forth in the NBIS and NTIS, and will be coordinated with the appropriate FHWA and partner agency personnel.  The Contracting Officer's Representative (COR) or designated representative may accompany the firm's field team during some or all of the inspections.  The team will use equipment and vehicles necessary to perform inspections to FHWA standards.  The firm will supply these items if not provided by FHWA.  Measurements and photographs will be taken as outlined by the FHWA guidelines or as directed by the COR.  Previous inspection reports and structure location maps may be provided to the firm when available.
The inspection reports will be in a format specified as directed and will be prepared by FLH approved software.  Each report will include updated NBI and/or NPS data, a condition assessment of the structure and its components, identification of problems, photographs, CADD sketches, draft recommendations for repair or replacement including itemized cost estimates, load rating information, recommendations of further studies needed, and other data or pertinent information as specified by FHWA.  The data files and original copies of reports and other deliverables will be the property of FHWA.  Final approval of the reports will be made by FHWA.  Some task orders may require "special CADD sketches".  "Special CADD sketches" are further defined as the preparation of any structural details and their associated specifications as required by an awarded task order.  Those "special CADD sketches" would be required to be in the most recent versions of Microstation and Open Roads software and on CADD detail sheets provided by FHWA.  Any associated special contract requirements and/or engineers estimate for "special CADD sketches" must be in the most recent versions of Microsoft Office (Word, Excel, Database, etc.).  Other data or pertinent information as specified by FHWA may include design associated with the recommendations for repair or replacement.
 
Load ratings are to be performed, supervised by, or approved by a registered Professional Engineer.
 
This procurement is made under the North American Industry Classification Code 541330 and is open to all business concerns.  Architect-Engineer selection procedures will be used and selection will be non-project specific through the pre-selection stage.  Annual Representations and Certifications FAR 52.204-8 (most recent edition) must be filled-in online at https://www.acquisition.gov.  The required VETS-4212 "Federal Contractor Veteran's Employment Report" must also be filled-in online at http://www.dol.gov/vets/vets4212.htm per FAR 52.222-37.  
 
Please send all questions concerning this project to eflhd.contracts@dot.gov. Include the solicitation number, project name and number, requesting firm and address, a point of contact and telephone number. Requests for 'faxing' or overnight mailing will not be accepted.
 
Important Payment Requirements: In accordance with Federal Acquisition Regulation (FAR) Subpart part 4.1102, prospective contractors will be registered in System of Award Management (SAM) database prior to award of a contract.  Also FAR clause 52.232-33 (Oct 2003) requires SAM registration for payment.  SAM registration is available on line at the following Internet web address: www.sam.gov.
 
Important Subcontracting Plans Requirements:  Required from all "other than Small Business" when requirement is expected to exceed $700,000 ($1,500,000 for construction) [FAR 19.702].  Contracting Officer, Contracting Officer's Representative, and Small Business Specialist are responsible for approving a reasonable and realistic plan. [FAR 19.705-4] [TAM 1219.201(e)(6)]. Legislated subcontracting goals: 5% Small Disadvantaged Business, 5% Small Women-owned Business Concern, 3% Small Disadvantaged Veteran-owned Small Business. Copy of each subcontracting plan (or contractor statement that no subcontracts are to be awarded) must be provided to Office of Small Disadvantaged Business Utilization prior to close of negotiations, (or notice to proceed with IFB) [TAM 1219.705-5 and -6].
 
The following professional disciplines are required to be on the team of the A/E or qualifying subcontractors thereof:
 
 Project Manager
 Inspection Team Leader (Professional Engineer (PE) or other qualifications)
 Inspector
 Divers (qualified for underwater inspections, when required)
 CADD Technician
 
The technical evaluation criteria are listed below:
 
(1) Specialized experience and technical competence of the firm in providing bridge inspections, inspection reports, and associated services as listed in this synopsis.
(2) Professional qualifications necessary for performance of these types of services as listed in this synopsis.
(3) Capacity to accomplish all work in the required time.  List numbers of teams available to do the types of services as listed in this synopsis including subcontractors.
(4) Past performance will be evaluated on bridge inspection contracts with Government Agencies and Private Industry in terms of quality of work, cost control, and compliance with performance schedules.  Firms must identify references for past performance that include a point of contact (POC), current telephone number, dates of performance, name of project, and the POC's e-mail address.  The period of performance must be within the past 7 years.  Provide interim or final past performance evaluations for all of the 10 example projects in Section F. of the SF330.  In addition to the 10 example projects, additional past performance evaluations may be provided as well.
(5)  Specific strategy in efficiently managing subcontractors, cost and schedule for inspections region-wide while maintaining control and responsibility for inspection services delivery.
 Directly address the technical evaluation criteria in the SF 330, Section "H. Additional Information" along with any other relevant information.   
 
Note:  Criterion 1 is worth 30 points, Criterion 2 is worth 15 points, Criterion 3 is worth 15 points, Criterion 4 is worth 30 points, and Criterion 5 is worth 10 points.
 Although this solicitation is open to all firms, the following is provided for minority, women, and disadvantaged business enterprises only: The Department of Transportation (DOT), Office of Small and Disadvantaged Business Utilization (OSDBU), has a program to assist minority, women-owned, and disadvantaged business enterprises to acquire short-term working capital assistance for transportation-related contracts. Loans are available under the DOT Short Term Lending Program (STLP) at prime interest rates to provide accounts receivable financing. The maximum line of credit is $750,000. For further information and applicable forms concerning the STLP, please call the OSDBU at (800) 532-1169.
 No solicitation package is available. The successful firm or firms will be awarded an IDIQC based on data contained in their SF330s, past performance references and pertinent past performance information available from other sources.  Presentations by pre-selected firms may be conducted if determined necessary. Forms can be downloaded from
https://www.gsa.gov/portal/forms/download/116486.  After successful negotiations with the firm or firms, individual IDIQ contracts will be awarded. The proposed work will be for one base year and four one-year options.  All Task Orders issued under the IDIQCs will be firm-fixed price. The individual Task Orders will be issued based upon the terms of the IDIQC and when project needs are identified.  The minimum guaranteed contract amount is $3,000 over the life of the contract, and the estimated potential maximum total contract amount is $5,000,000.
 Interested firms having the capabilities for this work are invited to submit Part I of the SF 330 for the prime and/or joint venture firm, and Part II of the SF 330 for each member of the proposed team or subcontractors, by addressing a transmittal letter to the office shown.  Joint Ventures must also submit a copy of the Joint Venture Agreement. The SF 330 should be completed per the instructions on the form and may be expanded, if necessary, to address the selection criteria fully.  
 Submittals are due no later than 2:00 PM (EST) on February 23, 2017: send 1 CD, six (6) bound copies and 1 original unbound copy of the submittals to:
 
Federal Highway Administration
Attn: Raymond Delpesche
21400 Ridgetop Circle, Suite 105
Sterling, VA 20166
 
Clearly label the envelope with reference to DTFH71-17-R-00002 in a prominent location. All firms will be notified of the results approximately 120 days after the closing date.

CCE5758 Rope Access Bridge Inspections (Qualification System).

Iarnrod Eireann-Irish Rail | Published October 7, 2015  -  Deadline November 6, 2018
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71631450, 71311000, 71311300, 71312000, 71351200

Iarnród Éireann (IE) invites applications from suitably qualified companies to participate in the Pre-Qualification process for appointment to a Qualification System for the provision of Rope Access Bridge Inspection Services. The Qualification system will run from 12.11.2015 to 11.11.2018.The Pre-Qualification Questionnaire attached and all relevant information must be completed and returned to Contracting Entity as per Section 1)

RELOCATE FISH PASSAGE BRIDGE AT RED ROCK LAKES NAT

Department of the Interior, Fish and Wildlife Service | Published February 3, 2017  -  Deadline March 3, 2017
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RELOCATE FISH PASSAGE BRIDGE AT RED ROCK LAKES NATIONAL WILDLIFE REFUGE

Transport Infrastructure Contract for Southport Burleigh Road Lake Intrepid Bridge and Lake Heron Bridge Widening

Department of Transport and Main Roads - South Coast Region | Published February 11, 2017  -  Deadline March 8, 2017
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Contractors are invited to tender for the Lake Intrepid Bridge and Lake Heron Bridge widening on Southport-Burleigh Road.  Tenderers are advised that documents are only available to prequalified contractors approved with TMR B2, F10, A3 (asphalt) or higher.  Please note that the Building Code 2013, Queensland Code, Queensland Guidelines apply to this project.  For Tender documentation please contact Caesar Kuresa on email projects.southcoast@tmr.qld.gov.au in the South Coast Regional Office.  All offers must be received by 10:00am Wednesday 8th March 2017.  Please mark offers The Tender Box SCHD-3492. The tender box is located at 36-38 Cotton Street, Nerang Qld 4211.

 

 

River Bridge and Channel Survey Services (Qualification System)

Iarnrod Eireann-Irish Rail | Published October 20, 2015  -  Deadline November 26, 2018
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44212120, 71631450

Iarnród Éireann has over 350 bridges (structures greater than 2m) over water. All
these bridges and riverbeds require periodic inspections. Some inspections are
carried out yearly, other are every 3 years and more are on a 6 yearly cycle.
Iarnród Éireann is looking to appoint specialist expertise to undertake inspection of
railway bridges that traverse water courses as well as carry out bridge and river
surveys.
The consultant is to provide expertise in the following areas:
1.	Provide divers/surveyors for a bridge and riverbed inspections/surveys
2.	Record the topography using surveying techniques
3.	Using the previous base line surveys (supplied by IE) identify changes in the
structure and/or the river channel.
4.	Provide factual report on findings.
5.	Provide for Engineers review of the factual report.
The Qualification System is also to include for inspection of any structure following
a flood event. In the period after a flood event structures throughout the IE network
may need to be inspected to determine the extent, if any, of damage caused by
the event. The availability of divers will form part of the evaluation.
The divers/ surveyors are to be trained for Personnel Track Safety (PTS) on the
awarding of any contract. The cost of this will be included in any tenders.
The successful Contractor will be required to supply appropriately qualified
personnel.

CCE5772 River Bridge and Channel Survey Services (Qualification System).

Iarnrod Eireann-Irish Rail | Published October 23, 2015  -  Deadline November 26, 2018
cpvs
71631450, 44212120

Iarnród Éireann has over 350 bridges (structures greater than 2 m) over water. All these bridges and riverbeds require periodic inspections. Some inspections are carried out yearly, other are every 3 years and more are on a 6 yearly cycle.
Iarnród Éireann is looking to appoint specialist expertise to undertake inspection of railway bridges that traverse water courses as well as carry out bridge and river surveys.
The consultant is to provide expertise in the following areas:
1. Provide divers/surveyors for a bridge and riverbed inspections/surveys;
2. Record the topography using surveying techniques;
3. Using the previous base line surveys (supplied by IE) identify changes in the structure and/or the river channel;
4. Provide factual report on findings;
5. Provide for Engineers review of the factual report.
The Qualification System is also to include for inspection of any structure following a flood event. In the period after a flood event structures throughout the IE network may need to be inspected to determine the extent, if any, of damage caused by the event. The availability of divers will form part of the evaluation. The divers/surveyors are to be trained for Personnel Track Safety (PTS) on the awarding of any contract. The cost of this will be included in any tenders. The successful Contractor will be required to supply appropriately qualified personnel.

Trail Bridge Construction George Washington & Jefferson NFs

Department of Agriculture, Forest Service | Published January 25, 2017  -  Deadline March 9, 2017
cpvs

DESCRIPTION: Trail Bridge Construction. Construct a 60 LF glulam beam timber trail bridge on the Appalachian Trail (A.T.) at the crossing of Straight Branch. The purpose of this project is to provide safe passage for trail hikers. Project is located on the Mount Rogers NRA of the George Washington & Jefferson NFs, in Washington County, east of Damascus VA. 
RANGE OF THE GOVERNMENT ESTIMATE: The Government estimate for this project is between $25,000 and $100,000. This does not mean that our estimate for the price of the work falls anywhere within that range; it means that our estimate is an actual number that lies at a specific point between those two values.
SITE VISIT INFORMATION: A pre-bid site visit is not scheduled. For additional information on the project requirements you may contact David Rasmussen at 540-265-5195.
PERIOD OF PERFORMANCE: This Contract MUST be completed between the dates of May 16, 2017 and July 28, 2017.
CONTRACTOR QUALIFICATIONS: Partial funding for this project is being provided by the Recreational Trails Program of the Federal Highway Administration administered in Virginia by Department of Conservation & Recreation and must be undertaken in accordance with the Virginia Recreational Trails Program guidance. One of the requirements is the Contractor MUST be licensed to work in Virginia. Contractor must be registered in the System for Award Management (SAM) (http://www.sam.gov) to receive award of a contract.
SET-ASIDE: This project is a total small business set-aside. The NAICS code for this project is 237310; the small business size standard is $36.5 million.
BONDING INFORMATION: A bid bond IS NOT required for this project. 100% Payment Protection will be required to be submitted within 10 days of award by the successful awardee if contract value exceeds $35,000.00.
SOLICITATION DOCUMENTS: Solicitation AG-3395-S-17-0004 and related documents will be issued via FedBizOpps as a Request for Quotation and will be available for downloading on or around February 8, 2017 at the website address: http://www.fbo.gov. All potential contractors and subcontractors should register on the FedBizOpps website as an Interested Vendor.

Demonstration, Manufacture and In-Service Support of Long Gap Bridging Capability

MOD | Published July 31, 2016  -  Deadline June 1, 2018
cpvs
44212100

Bridge.

New Bridge for the St. Lawrence - Historic RFP and Early Work Agreement Documents

Office of Infrastructure Canada | Published July 31, 2015  -  Deadline July 31, 2017
cpvs

Trade Agreement: WTO-AGP/NAFTA/AIT/Canada FTAs with Peru/Colombia/Panama Tendering Procedures:  Competitive Procurement Strategy: N/A - P&A/LOI Only Comprehensive Land Claim Agreement: No Nature of Requirements:  LOI New Bridge for the St. Lawrence  Public Release of Historical RFP and Early Work Agreement Documents  This LOI is for information purposes only.  This is not a new solicitation.  No proposals will be accepted.  The New Bridge for the St. Lawrence Corridor Project Agreement, QA002-142501/001/NB, was awarded on June 19, 2015.   On June 19, 2015, Canada committed to releasing the following information related to the New Bridge for the St. Lawrence Corridor P3 project:  1.	Request for Proposals (RFP) 2.	Early Work Agreement (EWA) 3.	Project Agreement (PA) 4.	Fairness Monitor (FM) Report  5.	Value for Money (VfM) Report   The purpose of this Letter of Interest (LOI) is to publicly release the historic Request for Proposals (RFP) and associated Early Work Agreement (EWA) documentation for the New Bridge for the St. Lawrence Corridor Project. The Project Agreement will be published in the fall of 2015.   The FM and VfM reports will be available at the following links:   -	FM Report - http://www.tpsgc-pwgsc.gc.ca/se-fm/rpt2015-eng.html -	VfM Report - http://www.infrastructure.gc.ca/nbsl-npsl/news-communiques-fra.ht ml     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.