DN01127 (WBS 49463.3.1) BL-0008 GRADING, PAVING, STRUCTURES, AND DRAINAGE ON CLEAR CREEK GREENWAY FROM OKLAWAHA GREENWAY AT SR-1508 (BALFOUR RD) TO SR-1518 (LAKEWOOD RD) IN HENDERSON COUNTY Addendum 2

Project Information

Bid Title
DN01127 (WBS 49463.3.1) BL-0008 GRADING, PAVING, STRUCTURES, AND DRAINAGE ON CLEAR CREEK GREENWAY FROM OKLAWAHA GREENWAY AT SR-1508 (BALFOUR RD) TO SR-1518 (LAKEWOOD RD) IN HENDERSON COUNTY Addendum 2
Issuing Agency
Division of Highways
Location
North Carolina
Published Date
Apr 9, 2026
Closing Date
Apr 14, 2026
Government Level
State & Local
Status
Closed
Original Source
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Project Description
  • DN01127 (WBS 49463.3.1)
    POC
    DN01127 (WBS 49463.3.1) BL-0008 GRADING, PAVING, STRUCTURES, AND DRAINAGE ON CLEAR CREEK GREENWAY FROM OKLAWAHA GREENWAY AT SR-1508 (BALFOUR RD) TO SR-1518 (LAKEWOOD RD) IN HENDERSON COUNTY
    • Attachment Preview
    STATE OF NORTH CAROLINA
    DEPARTMENT OF TRANSPORTATION
    JOSH STEIN
    GOVERNOR
    April 9, 2026
    DANIEL H. JOHNSON
    SECRETARY
    ADDENDUM # 2
    Contract No. DN01127
    TIP No.:
    BL-0008
    Federal Aid No.: STBGDA-1413019
    WBS Element: 49463.3.1
    County:
    Henderson
    Description:
    Grading, Paving, Structures, And Drainage on Clear Creek Greenway
    From Oklawaha Greenway At SR-1508 (Balfour Rd) To SR-1518
    (Lakewood Rd) In Henderson County
    Letting Date: April 14, 2026
    Plan Holders
    Content Summary: Questions/Concerns & Department Responses, Provision
    Changes, Pay Item Quantity Changes
    The above contract has experienced the following revisions:
    1. Page ST-19 of the structure provisions have been revised as follows (see attached
    revised structures provisions):
    a. Under 1.4 SUBMITTALS, B., the last paragraph should read: “The
    Contractor shall submit shop drawings for the prefabricated steel Pratt
    truss bridge, to the Engineer. The shop drawings will be reviewed by the
    Engineer.”
    b. Page ST-19, 1.4 SUBMITTALS, C., the first paragraph, third sentence should
    read: “Complete structural calculations shall be submitted to the
    Engineer for their review.”
    2. The following pay items have quantity changes (see attached revised bid items
    sheets):
    a. The quantity for line item 0027, 3578000000-N, GENERIC FENCING ITEM
    BOLLARDS has been revised to now be 27 EA.
    Mailing Address:
    NC DEPARTMENT OF TRANSPORTATION
    DIVISION OF HIGHWAYS - DIVISION 14
    253 WEBSTER ROAD
    SYLVA, NC 28779
    Telephone: (828) 331-5200
    Fax: (828) 331-5201
    Customer Service: 1-877-368-4968
    Website: www.ncdot.gov
    Location:
    253 WEBSTER ROAD
    SYLVA, NC 28779
    b. The quantity for line item 0042, 4725000000-E, THERMOPLASTIC
    PAVEMENT MARKING SYMBOL (90 MILS) has been revised to now be 21
    EA for the 12” YIELD LINE requirements in the pavement marking plans.
    3. Bidder Questions/Concerns and Department Responses:
    Bidder Concern 1: Section 2.2 of the structure provisions, page ST-22,
    “Prefabricated Steel Pratt Truss Bridge,” lists Contech Engineer Solutions and Excel
    Bridge Company as manufacturers in Section 2.2.A.”
    Department Response 1: Both companies have been removed from section 2.2
    (2) because neither of them is on the Approved Products List as approved;
    they only appear as Approved for Provisional Use. (See attached revised
    structure provisions).
    Bidder Concern 2: “Will manufacturers currently listed on the NCDOT Approved
    Products List under Structures / Pedestrian Bridges be considered acceptable
    (preapproved) for this project?”
    Department Response 2: Yes. All manufacturers on the Approved Products
    List at this time have the status of “Approved for Provisional Use.” Contact
    Structures Management Unit prior to use on project and notify the Materials
    & Tests Unit for prefabrication inspection.
    Bidder Concern 3: Is Section 2.2.B intended to allow manufacturers not currently
    appearing on the NCDOT Approved Products List, including Excel Bridge
    Company, to be accepted through the review process described there?
    Department Response 3: The manufacturer can be approved through the
    submittal process for this project only; the vendor can request to be added to
    the Approved Products List through the Materials &Tests Unit.
    Bidder Concern 4: If so, does that project-specific review process differ from
    NCDOT’s usual approved-products requirements for pedestrian bridges?”
    Department Response 4: The project specific review would determine if the
    manufacturer was acceptable to produce the specific bridge used for this project
    only. A blanket approval of all products produced by the manufacturer would be
    a different process.
    Bidder Concern 5: Please clarify whether manufacturer acceptability for this project
    is governed by the NCDOT Approved Products List or by the manufacturer and
    substitution language in Sheet BL-0008, Section 2.2.
    Department Response 5: Both methods can result in a manufacturer being
    able to produce the bridges used for this project.
    Please access ebsx addenda files, DN01127.002x. on Bid Express®.
    Thank you for your attention to this matter.
    If you have any questions, please contact the Division Proposal Engineer at (828) 331-
    5200.
    Sincerely,
    Wes Jamison, P.E.
    Division 14 Project Development Engineer
    Docusign Envelope ID: 5344C1B3-34AC-477A-B07A-133ED60EFC27
    BL-0008
    ST-1
    Project Special Provisions
    Structures
    Table of Contents
    Henderson County
    Page No.
    Falsework and Formwork (11-30-23) ---------------------------------------------------------------- ST-2
    Submittal of Working Drawings (11-30-23) --------------------------------------------------------- ST-8
    Crane Safety (6-20-19) -------------------------------------------------------------------------------- ST-14
    Grout for Structures (12-1-17) ----------------------------------------------------------------------- ST-15
    Prefabricated Pedestrian Bridge (SPECIAL) ------------------------------------------------------ ST-16
    047653
    4/8/2026
    Docusign Envelope ID: 5344C1B3-34AC-477A-B07A-133ED60EFC27
    BL-0008
    ST-2
    Henderson County
    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.
    If requested by the Engineer, submit with the working drawings manufacturer’s catalog data
    listing the weight of all construction equipment that will be supported on the temporary work.
    Commodity Codes
    • NAICS 237310Highway, Street, and Bridge Construction
    • NAICS 237990Other Heavy and Civil Engineering Construction
    • NAICS 238910Site Preparation Contractors
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