Upcoming Consultant Contract Detail

Status: Closed: Selected

Consultant Selected

Wheeling Tunnel 
HDR

Arch A. Moore, Jr. Bridge 
Burgess & Niple, Inc.

William S. Ritchie, Jr. Bridge 
Randolph

Court/Leon Sullivan Way Bridge
Mead & Hunt

Brooks Street Ramps 
Mead & Hunt

CPL Thomas Bennett Memorial Bridge
AECOM

Silver Memorial Bridge
Stantec

Fifth Street Bridge
TRC

Williamstown-Marietta Bridge
Burgess & Niple, Inc.

Jennings Randolph Bridge
Modjeski & Masters

Veterans Memorial Bridge
HNTB

Clifford Hollow Bridge
HDR

NOTICE FOR CONSULTING SERVICES

 

Notice is hereby given by the West Virginia Department of Transportation, Division of Highways, that consulting services will be utilized for a six year inspection project per the National Bridge Inspection Standards for the following projects:

  1. Wheeling Tunnel, State Project No. T635-70-0.86 00, under Wheeling Hill.  The tunnel consists of twin tunnels 1,517 feet in length.  The roadway width is 24 feet in each tunnel.

    Additional information may be obtained on this bridge at the following website: http://www.transportation.wv.gov/highways/maintenance/Bridge/WheelingTunnel.zip

  2. Arch A. Moore, Jr. Bridge, State Project No. T626-2-0.01 00, over the Ohio River.  The bridge consists of fourteen spans, one steel through arch span and thirteen steel beam spans with an overall length of 2,623 feet. The roadway width is 59 feet.

    Additional information may be obtained on this bridge at the following website: http://www.transportation.wv.gov/highways/maintenance/Bridge/ArchMoore.zip

  3. William S. Ritchie, Jr. Bridge, State Project No. T618-33-0.01 00, over the Ohio River.  The bridge consists of ten spans, a three span steel through truss and seven steel beam spans with an overall length of 2,716 feet.  The roadway width is 31 feet.

    Additional information may be obtained on this bridge at the following website: http://www.transportation.wv.gov/highways/maintenance/Bridge/WilliamRitchie.zip

  4. Court/Leon Sullivan Way Bridges, State Project No. T620-77-100.16 00. The project consists of the following bridges:
    1. Court Street I-77 Approach Ramp (Ramp D) over U.S.D.A.  Farmers’ Market.  The bridge consists of three steel box beam spans with an overall length of 289 feet.  The roadway width is 24 feet 6 inches.
    2. Leon Sullivan Way I-77 Exit Ramp (Ramp E) over Piedmont Road,  Northern and Southern Railroad, Smith Street and Leon Sullivan Way.  The bridge consists of eleven steel box girder spans with an overall length of 929 feet.  The roadway width is 30 feet 6 inches.
    3. Leon Sullivan Way I-77 Exit Ramp (Ramp F) over I-77, Ramp G, Piedmont Road, Northern and Southern Railroad, Smith Street. The bridge consists of twelve steel box girder spans with an overall length of 1,350 feet.  The roadway width is 20 feet 6 inches.

    Additional information may be obtained on this bridge at the following website: http://www.transportation.wv.gov/highways/maintenance/Bridge/Court-LeonSullivanWay.zip

  5. Brooks Street Ramps, State Project No. T620-77-99.97 00.  The Project consists of the following bridges:
    1. Brooks Street I-77 Approach Ramp (Ramp G) over I-77 and Piedmont Road.  The bridge consists of four steel box beam spans with an overall length of 522 feet.  The roadway width is 21 feet 6 inches.
    2. Brooks Street I-77 Approach Ramp (Ramp H) over Piedmont Road.  The bridge consists of four steel box beam spans with an overall length of 478 feet.  The roadway width is 21 feet 6 inches.
    3. Brooks Street I-77 Approach Ramp (Ramp GH) over Smith Street, Brooks Street and Northern and Southern Railroad.  The bridge consists of seven steel box beam spans with an overall length of  825 feet.  The roadway width is 20 feet 6 inches.

    Additional information may be obtained on this bridge at the following website: http://www.transportation.wv.gov/highways/maintenance/Bridge/BrooksStreet.zip

  6. CPL Thomas Bennett Memorial Bridge, State Project No. T631-79-149.4000, over the Monongahela River, CSX and Monongalia Railroads and county routes.   The bridge consists of nine spans, a three span continuous deck truss, three continuous deck girder spans and three continuous deck stringer spans with an overall length of 1,550 feet.  The roadway is 97 feet.

    Additional information may be obtained on this bridge at the following website:http://www.transportation.wv.gov/highways/maintenance/Bridge/CPLThomasBennett.zip

  7. Silver Memorial Bridge, State Project No. T627-35-17.95 00, over the Ohio River.  The bridge consists of five spans, a three span steel cantilever through truss and two steel beam spans with an overall length of 1,961 feet.  The roadway is 60 feet.

    Additional information may be obtained on this bridge at the following website: http://www.transportation.wv.gov/highways/maintenance/Bridge/Silver.zip

  8. Fifth Street Bridge, State Project No. T654-14-13.22 00, over the Little Kanawha River.  The bridge consists of fourteen spans, one steel through truss and thirteen steel beam spans with an overall length of  905 feet.  The roadway width is 40 feet.

    Additional information may be obtained on this bridge at the following website: http://www.transportation.wv.gov/highways/maintenance/Bridge/FifthSt.zip

  9. Williamstown-Marietta Bridge, State Project No. T654-31-19.03 00, over the Ohio River and city streets.  The bridge consists of two span steel thru truss and ten continuous steel deck girder spans with an overall length of 2,497 feet.  The roadway width is 30 feet.

    Additional information may be obtained on this bridge at the following website: http://www.transportation.wv.gov/highways/maintenance/Bridge/WilliamstownMarietta.zip

  10. Jennings Randolph Bridge, State Project No. T615-30-0.01 00, The Project consists of the following bridges:
    1. Ramp A North over a back channel of the Ohio River and River Road in Ohio.  The structure is a two span continuous, welded plate girder bridge with an overall length of 460 feet.  The roadway width is 26 feet 6 inches.
    2. Westbound Ramp over a back channel of the Ohio River and River Road in Ohio.  The structure is a four span, welded plate girder bridge with an overall length of 778 feet.  The roadway width varies from 29 feet 6 inches to 38 feet 6 inches.
    3. Eastbound Ramp and Ramp B over a back channel of the Ohio River and River Road in Ohio.  The Eastbound Ramp is a four span, welded plate girder bridge with an overall length of 783 feet. The roadway width varies from 38 feet 6 inches to 29 feet 6 inches. Ramp B is a one span, welded plate girder with a span length of 163 feet.  The roadway width is 26 feet 6 inches.
    4. Main Truss over the Ohio River.  The structure is a welded through truss with an overall length of 756 feet.  The roadway width is 30 feet in each direction.

    Additional information may be obtained on this bridge at the following website:http://www.transportation.wv.gov/highways/maintenance/Bridge/JenningsRandolph.zip

  11. Veterans Memorial Bridge, State Project No. T605-22-0.01 00, over the Ohio River.  The bridge consists of 6 spans, two continuous cable stayed suspension spans and four continuous welded plate girder spans with an overall length of 1,965 feet.  The roadway width is 81 feet.

    Additional information may be obtained on this bridge at the following website: http://www.transportation.wv.gov/highways/maintenance/Bridge/VeteransMemorial.zip

  12. Clifford Hollow Bridge, State Project No. T616-55-123.64 00, over Clifford Hollow Run.  The bridge consists of 6 continuous span steel plate girder spans with an overall length of 1,535 feet.  The roadway width is 70 feet.

    Additional information may be obtained on this bridge at the following: http://www.transportation.wv.gov/highways/maintenance/Bridge/CliffordHollow.zip

The above projects are currently scheduled for work to begin in 2011.  Single or multiple assignments may be made for this work.

Several of these structures are located on routes in urban and extremely high ADTT areas that will mandate traffic distruptions.  Progressive and innovative methos of inspection access will be considered in the selection process.

Firms interested in being considered for these projects must submit a letter of interest and un-priced prospectus to Mr. Kyle Stollings, Director, Maintenance Division, West Virginia Division of Highways, Building Five, Room A-350, 1900 Kanawha Boulevard, East, Charleston, West Virginia 25305-0430 prior to 4:00 p.m., June 3, 2011.

As a minimum, the prospectus will include the following items for evaluation:

  1. A completed copy of the Division’s Consultant Confidential Qualification Questionnaire, if not already on file, dated January 1, 2010 or later.

  2. Overall capabilities to perform the work, including workforce available to   assign to the project, personnel qualifications, and present workload.

  3. Location of office in which the work will be performed.

  4. Type of work anticipated to be sub-contracted or performed by a sub-consultant.

  5. Indication of whether a cost accounting system has been maintained and is in effect such that it is capable of segregating and identifying accumulating costs for each job that is performed under cost type projects.

  6. A completed copy of the Division’s Short List Selection Criteria Technical Evaluation form limited to a single page of data.  Cross-referencing on this form to other parts of the prospectus is not acceptable.

  7. Indication of the project(s) for which the firm is submitting information for consideration.  If the submission is for all projects, a statement to that effect shall be made and a detailed listing shall not be required.

Prior to entering into contract negotiations, the selected firm and any sub-consultants shall submit a current audited overhead rate computation performed by a state or federal government agency or independent CPA firm.  The submitted overhead audit shall contain a detailed exhibit of the computations with all applicable eliminations and references.

The audit shall be done in accordance with Government Auditing Standards issued by the Comptroller General of the United States and all eliminations required by the Federal Acquisitions Regulations will be made.  This requirement will be waived for the selected firm or any sub-consultant when its portion of the fee for the project is less than One Hundred Thousand Dollars ($100,000.00).  In such instances, a company computed overhead rate may be utilized.

A single letter of interest and un-priced prospectus is required regardless of the number of projects requested by the firm for consideration.

It is the policy of the West Virginia Department of Transportation, Division of Highways, that disadvantaged and women-owned business enterprises shall have the maximum opportunity to participate in the performance of contracts financed in whole or in part with federal funds.

  

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