FEDERAL-AID NO. 0402166 Catawba County (I-5716) INTERCHANGE AT I-40 AND SR-1007 (LENOIR RHYNE BOULEVARD) Addendum No.1

Location: North Carolina
Posted: Jul 28, 2026
Due: Aug 18, 2026
Agency: Division of Highways
Type of Government: State & Local
Category:
  • 69 - Training Aids and Devices
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  • Addendum
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    Sheet No. Revision
    1 (Title sheet) Deleted number in Total Sheets box in Title block Revised Letting Date
    1A Added Structure plans to Index of Sheets list
    2A-1 Added R3 to Pavement Schedule for Special 5" Concrete Median Island
    2A-2 Added R3 to Pavement Schedule for Special 5" Concrete Median Island
    2A-3 Added R3 to Pavement Schedule for Special 5" Concrete Median Island Added Inset No. 6A for the Special 5" Concrete Median Island on the bridge along with Station range which applies. Added note to Scarify a minimum of 14" for the concrete median island installation
    2B-1 Added note for "Prop. 5" Concrete Median Island
    6 Revised/added callouts for the Special 5" Concrete Median Island on the bridge Added callouts ending Keyed-In Concrete Island and beginning Concrete median island to denote where the Keyed-In concrete island and Concrete median island are to be installed.

    STATE OF NORTH CAROLINA
    DEPARTMENT OF TRANSPORTATION
    JOSH STEIN DANIEL H. JOHNSON
    GOVERNOR SECRETARY
    July 28, 2026
    Addendum No. 1
    RE: Contract # C205195
    WBS # 50133.3.1
    FEDERAL-AID NO. 0402166
    Catawba County (I-5716)
    INTERCHANGE AT I-40 AND SR-1007 (LENOIR RHYNE BOULEVARD)
    August 18, 2026 Letting
    To Whom It May Concern:
    Reference is made to the plans and proposal furnished to you on this project.
    The following revisions have been made to the Roadway plans.
    Sheet No. Revision
    Deleted number in Total Sheets box in Title block
    1 (Title sheet)
    Revised Letting Date
    1A Added Structure plans to Index of Sheets list
    Added R3 to Pavement Schedule for Special 5" Concrete
    2A-1
    Median Island
    Added R3 to Pavement Schedule for Special 5" Concrete
    2A-2
    Median Island
    Added R3 to Pavement Schedule for Special 5" Concrete
    Median Island
    Added Inset No. 6A for the Special 5" Concrete Median
    2A-3
    Island on the bridge along with Station range which applies.
    Added note to Scarify a minimum of 14" for the concrete
    median island installation
    2B-1 Added note for "Prop. 5" Concrete Median Island
    Revised/added callouts for the Special 5" Concrete Median
    Island on the bridge
    Added callouts ending Keyed-In Concrete Island and
    6
    beginning Concrete median island to denote where the
    Keyed-In concrete island and Concrete median island are to
    be installed.
    Please void the above listed sheets in your plans and staple the revised sheets thereto.
    Mailing Address: Telephone: (919) 707-6900 Location:
    NC DEPARTMENT OF TRANSPORTATION Fax: (919) 250-4127 1020 BIRCH RIDGE DR.
    CONTRACT STANDARDS AND DEVELOPMENT Customer Service: 1-877-368-4968 RALEIGH, NC 27610
    1591 MAIL SERVICE CENTER
    RALEIGH, NC 27699-1591
    Website: www.ncdot.gov

    Sheet No. Revision
    EC-06 Revised to reflect changes made to Roadway Sheet 6
    EC-12 Revised to reflect changes made to Roadway Sheet 6
    Sheet No. Revision
    Title, S-1, S-2, SN Structure plan sheets added to show median to be constructed on existing bridge
    Page No. Revision
    Proposal Cover Note added that reads "Includes Addendum No. 1 Dated 07-28-2026". Letting date revised
    Table of Contents UNIT PROJECT SPECIAL PROVISION entitled Structures added
    G-5, G-6 The PROJECT SPECIAL PROVISION entitled CONTRACT TIME AND LIQUIDATED DAMAGES has been revised. The PROJECT SPECIAL PROVISION entitled INTERMEDIATE CONTRACT TIME NUMBER 1 AND LIQUIDATED DAMAGES has been revised.
    G-25 The PROJECT SPECIAL PROVISION entitled SCHEDULE OF ESTIMATED COMPLETION PROGRESS has been revised.
    New Pages ST-1 thru ST-17 UNIT PROJECT SPECIAL PROVISION entitled Structures added

    C205195 (I-5716) Catawba County
    The following revisions have been made to the Erosion Control plans.
    Sheet No. Revision
    EC-06 Revised to reflect changes made to Roadway Sheet 6
    EC-12 Revised to reflect changes made to Roadway Sheet 6
    Please void the above listed sheets in your plans and staple the revised sheets thereto.
    The following Structure plans have been added.
    Sheet No. Revision
    Structure plan sheets added to show median to be
    Title, S-1, S-2, SN
    constructed on existing bridge
    Please add the new Structure plan sheets to your plan set
    The following revisions have been made to the proposal.
    Page No. Revision
    Note added that reads
    Proposal Cover "Includes Addendum No. 1 Dated 07-28-2026".
    Letting date revised
    UNIT PROJECT SPECIAL PROVISION entitled Structures
    Table of Contents
    added
    The PROJECT SPECIAL PROVISION entitled
    CONTRACT TIME AND LIQUIDATED DAMAGES has
    been revised.
    G-5, G-6
    The PROJECT SPECIAL PROVISION entitled
    INTERMEDIATE CONTRACT TIME NUMBER 1 AND
    LIQUIDATED DAMAGES has been revised.
    The PROJECT SPECIAL PROVISION entitled SCHEDULE
    G-25 OF ESTIMATED COMPLETION PROGRESS has been
    revised.
    New Pages ST-1 thru UNIT PROJECT SPECIAL PROVISION entitled Structures
    ST-17 added
    Please void the above listed existing pages in your proposal and staple the revised pages
    thereto. Staple New Pages ST-1 thru ST-17 after Page TS-63 in your proposal.
    On the item sheets the following pay item revisions have been made:
    Item Description Old Quantity New Quantity
    0066-2655000000-E 5" MONOLITHIC 1,820 SY 1,760 SY
    852 CONCRETE ISLANDS
    (KEYED IN)
    0222-1891500000-N CONCRETE MEDIAN NEW ITEM LUMP SUM
    SP

    C205195 (I-5716) Catawba County
    The Contractor's bid must include these pay item revisions.
    The electronic bidding form has been updated on Bid Express to reflect these revisions.
    The contract will be prepared accordingly.
    Sincerely,
    Jon Weathersbee, PE
    State Contract Officer
    JHW/jjr
    Attachments
    cc: Mr. Troy B. Brooks, PE Mr. Forrest Dungan, PE
    Mr. Mark Stafford, PE Ms. Jaci Kincaid
    Mr. Ken Kennedy, PE Project File (2)
    Mr. Malcolm Bell

    STATE OF NORTH CAROLINA
    DEPARTMENT OF TRANSPORTATION
    RALEIGH, N.C.
    PROPOSAL
    INCLUDES ADDENDUM No.1 DATED 07-28-2026
    Aug 18, 2026 AT 02:00 PM
    DATE AND TIME OF BID OPENING:
    CONTRACT ID C205195
    WBS 50133.3.1
    FEDERAL-AID NO. 0402166
    COUNTY CATAWBA
    T.I.P NO. I-5716
    MILES 0.726
    ROUTE NO. I-40
    LOCATION INTERCHANGE AT I-40 AND SR-1007 (LENOIR RHYNE BOULEVARD).
    TYPE OF WORK GRADING, DRAINAGE, PAVING, AND SIGNALS.
    NOTICE:
    ALL BIDDERS SHALL COMPLY WITH ALL APPLICABLE LAWS REGULATING THE PRACTICE OF GENERAL CONTRACTING AS CONTAINED IN CHAPTER 87 OF THE
    GENERAL STATUTES OF NORTH CAROLINA WHICH REQUIRES THE BIDDER TO BE LICENSED BY THE N.C. LICENSING BOARD FOR CONTRACTORS WHEN BIDDING
    ON ANY NON-FEDERAL AID PROJECT WHERE THE BID IS $40,000 OR MORE, EXCEPT FOR CERTAIN SPECIALTY WORK AS DETERMINED BY THE LICENSING BOARD.
    BIDDERS SHALL ALSO COMPLY WITH ALL OTHER APPLICABLE LAWS REGULATING THE PRACTICES OF ELECTRICAL, PLUMBING, HEATING AND AIR CONDITIONING
    AND REFRIGERATION CONTRACTING AS CONTAINED IN CHAPTER 87 OF THE GENERAL STATUTES OF NORTH CAROLINA. NOTWITHSTANDING THESE LIMITATIONS
    ON BIDDING, THE BIDDER WHO IS AWARDED ANY FEDERAL - AID FUNDED PROJECT SHALL COMPLY WITH CHAPTER 87 OF THE GENERAL STATUTES OF NORTH
    CAROLINA FOR LICENSING REQUIREMENTS WITHIN 60 CALENDAR DAYS OF BID OPENING.
    BIDS WILL BE RECEIVED AS SHOWN BELOW:
    THIS IS A ROADWAY PROPOSAL
    5% BID BOND OR BID DEPOSIT REQUIRED

    C205195 I-5716 Catawba County
    STANDARD SPECIAL PROVISIONS
    AVAILABILITY OF FUNDS - TERMINATION OF CONTRACTS ..................................SSP-1
    NCDOT GENERAL SEED SPECIFICATION FOR SEED QUALITY ................................SSP-2
    ERRATA..................................................................................................................................SSP-5
    PLANT AND PEST QUARANTINES ...................................................................................SSP-8
    TITLE VI AND NONDISCRIMINATION: ...........................................................................SSP-9
    MINORITY AND FEMALE EMPLOYMENT REQUIREMENTS ....................................SSP-18
    REQUIRED CONTRACT PROVISIONS FEDERAL-AID CONSTR CONTRACTS .......SSP-21
    ON-THE-JOB TRAINING ....................................................................................................SSP-35
    MINIMUM WAGES .............................................................................................................SSP-38
    UNIT PROJECT SPECIAL PROVISIONS
    TRAFFIC CONTROL .............................................................................................................. TC-1
    LIGHTING ............................................................................................................................... LT-1
    UTILITY BY OTHERS ......................................................................................................... UBO-1
    EROSION CONTROL ............................................................................................................. EC-1
    TRAFFIC SIGNALS .................................................................................................................TS-1
    STRUCTURES ..........................................................................................................................ST-1
    PERMITS ................................................................................................................................... P-1
    PROPOSAL ITEM SHEET
    ITEM SHEET(S)

    C205195 I-5716 G-5 Catawba County
    Materials that are not permanently incorporated into the completed project are not
    subject to domestic content requirements. Materials are not permanently incorporated
    when they are used solely to facilitate construction activities and do not perform an
    ongoing structural, operational, or functional role after construction is complete.
    Determinations regarding whether a material is permanently incorporated will be
    made by the Engineer.
    (D) Classification and Clarification of Materials
    All items subject to domestic content requirements shall be classified as either an iron or
    steel product, construction material, manufactured product, or a material not subject to
    domestic content requirements based on their final form as delivered to the project site. Each
    item may be classified into only one category and shall not be reclassified to avoid more
    stringent requirements. Classification of a manufactured product does not relieve the
    Contractor of compliance with iron and steel domestic manufacturing requirements
    applicable to embedded iron or steel components when required by Federal law or regulation.
    When an item's classification is uncertain or does not clearly fall within the listed categories,
    the Contractor shall submit the item for review by the Engineer. Approval must be obtained
    prior to procurement or incorporation into the project.
    CONTRACT TIME AND LIQUIDATED DAMAGES:
    (8-15-00) (Rev. 5-16-23) 108 SP1 G08 A
    The date of availability for this contract is September 28, 2026 except that work in jurisdictional
    waters and wetlands shall not begin until a meeting between the DOT, Regulatory Agencies, and
    the Contractor is held as stipulated in the permits contained elsewhere in this proposal. This
    delay in availability has been considered in determining the contract time for this project.
    The completion date for this contract is February 28, 2029.
    Except where otherwise provided by the contract, observation periods required by the contract
    will not be a part of the work to be completed by the completion date and/or intermediate
    contract times stated in the contract. The acceptable completion of the observation periods that
    extend beyond the final completion date shall be a part of the work covered by the performance
    and payment bonds.
    The liquidated damages for this contract are Two Hundred Dollars ($ 200.00) per calendar day.
    These liquidated damages will not be cumulative with any liquidated damages which may
    become chargeable under Intermediate Contract Time Number 1.
    INTERMEDIATE CONTRACT TIME NUMBER 1 AND LIQUIDATED DAMAGES:
    (7-1-95) (Rev. 2-21-12) 108 SP1 G13 A
    Except for that work required under the Project Special Provisions entitled Planting,
    Reforestation and/or Permanent Vegetation Establishment, included elsewhere in this proposal,
    the Contractor will be required to complete all work included in this contract and shall place and
    maintain traffic on same.
    The date of availability for this intermediate contract time is September 28, 2026.

    C205195 I-5716 G-6 Catawba County
    The completion date for this intermediate contract time is September 1, 2028.
    The liquidated damages for this intermediate contract time are Two Thousand Four Hundred
    Dollars ($ 2,400.00) per calendar day.
    Upon apparent completion of all the work required to be completed by this intermediate date, a
    final inspection will be held in accordance with Article 105-17 and upon acceptance, the
    Department will assume responsibility for the maintenance of all work except Planting,
    Reforestation and/or Permanent Vegetation Establishment. The Contractor will be responsible
    for and shall make corrections of all damages to the completed roadway caused by his planting
    operations, whether occurring prior to or after placing traffic through the project.
    INTERMEDIATE CONTRACT TIME NUMBER 2 AND LIQUIDATED DAMAGES:
    (2-20-07) 108 SP1 G14 A
    The Contractor shall complete the required work of installing, maintaining, and removing the
    traffic control devices for lane closures and restoring traffic to the existing traffic pattern. The
    Contractor shall not close or narrow a lane of traffic on I-40 during the following time
    restrictions:
    DAY AND TIME RESTRICTIONS
    Monday through Sunday, 6:00 A.M. to 9:00 P.M.
    In addition, the Contractor shall not close or narrow a lane of traffic on I-40, detain and/or alter
    the traffic flow on or during holidays, holiday weekends, special events, or any other time when
    traffic is unusually heavy, including the following schedules:
    HOLIDAY AND HOLIDAY WEEKEND LANE CLOSURE RESTRICTIONS
    1. For unexpected occurrence that creates unusually high traffic volumes, as directed by
    the Engineer.
    2. For New Year's Day, between the hours of 6:00 A.M. December 31st and 9:00 P.M.
    January 2nd. If New Year's Day is on a Friday, Saturday, Sunday or Monday, then until
    9:00 P.M. the following Tuesday.
    3. For Easter, between the hours of 6:00 A.M. Thursday and 9:00 P.M. Monday.
    4. For Memorial Day, between the hours of 6:00 A.M. Friday and 9:00 P.M. Tuesday.
    5. For Independence Day, between the hours of 6:00 A.M. the day before Independence
    Day and 9:00 P.M. the day after Independence Day.
    If Independence Day is on a Friday, Saturday, Sunday or Monday, then between the
    hours of 6:00 A.M. the Thursday before Independence Day and 9:00 P.M. the Tuesday
    after Independence Day.
    6. For Labor Day, between the hours of 6:00 A.M. Friday and 9:00 P.M. Tuesday.

    Fiscal Year Progress (% of Dollar Value)
    2027 (7/01/26 - 6/30/27) 57% of Total Amount Bid
    2028 (7/01/27 - 6/30/28) 40% of Total Amount Bid
    2029 (7/01/28 - 6/30/29) 3% of Total Amount Bid

    C205195 I-5716 G-25 Catawba County
    SCHEDULE OF ESTIMATED COMPLETION PROGRESS:
    (7-15-08)(Rev. 6-16-26) 108-2 SP1 G58
    The Contractor's attention is directed to the Standard Special Provision entitled Availability of
    Funds Termination of Contracts included elsewhere in this proposal. The Department of
    Transportation's schedule of estimated completion progress for this project as required by that
    Standard Special Provision is as follows:
    Fiscal Year Progress (% of Dollar Value)
    2027 (7/01/26 - 6/30/27) 57% of Total Amount Bid
    2028 (7/01/27 - 6/30/28) 40% of Total Amount Bid
    2029 (7/01/28 - 6/30/29) 3% of Total Amount Bid
    The Contractor shall also furnish his own progress schedule in accordance with Article 108-2 of
    the Standard Specifications. Any acceleration of the progress as shown by the Contractor's
    progress schedule over the progress as shown above shall be subject to the approval of the
    Engineer.
    DISADVANTAGED BUSINESS ENTERPRISE:
    (10-16-07)(Rev. 10-21-25) 102-15(J) SP1 G61
    Description
    The purpose of this Special Provision is to carry out the U.S. Department of Transportation's
    policy of ensuring nondiscrimination in the award and administration of contracts financed in
    whole or in part with Federal funds. This provision is guided by 49 CFR Part 26.
    Definitions
    Additional DBE Subcontractors - Any DBE submitted at the time of bid that will not be used to
    meet the DBE goal. No submittal of a Letter of Intent is required.
    Committed DBE Subcontractor - Any DBE submitted at the time of bid that is being used to
    meet the DBE goal by submission of a Letter of Intent. Or any DBE used as a replacement for
    a previously committed DBE firm.
    Contract Goal Requirement - The approved DBE participation at time of award, but not greater
    than the advertised contract goal.
    DBE Goal - A portion of the total contract, expressed as a percentage, that is to be performed by
    committed DBE subcontractor(s).
    Disadvantaged Business Enterprise (DBE) - A firm certified as a Disadvantaged Business
    Enterprise through the North Carolina Unified Certification Program.
    Goal Confirmation Letter - Written documentation from the Department to the bidder confirming
    the Contractor's approved, committed DBE participation along with a listing of the committed
    DBE firms.

    ST-1
    I-5716 Catawba County
    Project Special Provisions
    Structures
    Falsework and Formwork (11-30-23) ........................................................... ST-2
    Submittal of Working Drawings (1-31-25) .................................................... ST-7
    Crane Safety (12-05-25) ......................................................................... ST-13
    Grout for Structures (12-1-17) .................................................................... ST-14
    Concrete Median (SPECIAL) .................................................................... ST-15
    Surface Preparation (SPECIAL) .................................................................. ST-15
    (cid:5)(cid:1)(cid:3)(cid:2)(cid:1)(cid:3)(cid:2)(cid:3)(cid:4)

    ST-2
    I-5716 Catawba County
    PROJECT SPECIAL
    PROVISIONS -STRUCTURES
    FALSEWORK AND FORMWORK (11-30-23)
    GENERAL
    Use this Special Provision as a guide to develop temporary works submittals required by the
    Standard Specifications or other provisions; no additional submittals are required herein. Such
    temporary works include, but are not limited to, falsework and formwork.
    Falsework is any temporary construction used to support the permanent structure until it becomes
    self-supporting. Formwork is the temporary structure or mold used to retain plastic or fluid
    concrete in its designated shape until it hardens. Access scaffolding is a temporary structure that
    functions as a work platform that supports construction personnel, materials, and tools, but is not
    intended to support the structure. Scaffolding systems that are used to temporarily support
    permanent structures (as opposed to functioning as work platforms) are considered to be falsework
    under the definitions given. Shoring is a component of falsework such as horizontal, vertical, or
    inclined support members. Where the term "temporary works" is used, it includes all of the
    temporary facilities used in bridge construction that do not become part of the permanent structure.
    Design and construct safe and adequate temporary works that will support all loads imposed and
    provide the necessary rigidity to achieve the lines and grades shown on the plans in the final
    structure.
    MATERIALS
    Select materials suitable for temporary works; however, select materials that also ensure the safety
    and quality required by the design assumptions. The Engineer has authority to reject material on
    the basis of its condition, inappropriate use, safety, or nonconformance with the plans. Clearly
    identify allowable loads or stresses for all materials or manufactured devices on the plans. Revise
    the plan and notify the Engineer if any change to materials or material strengths is required.
    DESIGN REQUIREMENTS
    (A)Working Drawings
    Provide working drawings for items as specified in the contract, or as required by the Engineer,
    with design calculations and supporting data in sufficient detail to permit a structural and safety
    review of the proposed design of the temporary work.
    On the drawings, show all information necessary to allow the design of any component to be
    checked independently as determined by the Engineer.
    When concrete placement is involved, include data such as the drawings of proposed sequence,
    rate of placement, direction of placement, and location of all construction joints.
    When required, have the drawings and calculations prepared under the guidance of, and sealed
    by, a North Carolina Registered Professional Engineer who is knowledgeable in temporary
    works design.

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    See also

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    State Government of North Carolina

    Bid Due: 10/27/2026

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