DN01118 (WBS DF18314.2045332) GRADING, DRAINAGE, PAVING, AND STRUCTURE AT BRIDGE 440055 OVER HUNGRY RIVER ON SR 1802 (BIG HUNGRY ROAD) IN HENDERSON COUNTY Addendum 1

Location: North Carolina
Posted: Jun 4, 2026
Due: Jun 9, 2026
Agency: Division of Highways
Type of Government: State & Local
Category:
  • Y - Construction of Structures and Facilities
  • Z - Maintenance, Repair or Alteration of Real Property
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  • DN01118 (WBS DF18314.2045332)
    POC
    DN01118 (WBS DF18314.2045332) GRADING, DRAINAGE, PAVING, AND STRUCTURE AT BRIDGE 440055 OVER HUNGRY RIVER ON SR 1802 (BIG HUNGRY ROAD) IN HENDERSON COUNTY

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    STATE OF NORTH CAROLINA
    DEPARTMENT OF TRANSPORTATION
    JOSH STEIN
    GOVERNOR
    DANIEL H. JOHNSON
    SECRETARY
    June 4, 2026
    ADDENDUM # 1
    Contract Number: DN01118
    TIP Number:
    N/A
    Federal Aid Number: Helene
    WBS Number:
    DF18314.2045332
    County:
    Henderson
    Description:
    Grading, Drainage, Paving, And Structure At Bridge 440055 Over
    Hungry River On SR 1802 (Big Hungry Road) in Henderson
    County
    Letting Date:
    June 9, 2026
    Plan Holders
    Content Summary: Provision Changes, Pay Item Changes, Quantity Changes,
    Plans Changes
    The above contract has experienced the following revisions:
    1. Replace SP1 G28 MAJOR CONTRACT ITEMS on page G-3, with the attached
    provision.
    2. Addition of Standard Shoring Geotechnical Provision
    3. Replace the following sheets from DN01118 STANDARD PLANS SHEETS –
    ROADWAY (see attached)
    a. Sheet 1A
    b. Sheet 2G-3
    c. Sheet TMP-1
    d. Sheet TMP-1A
    e. Sheet TMP-2
    f. Sheet TMP-2A
    g. Sheet TMP-2B
    h. Sheet TMP-3
    i. Sheet TMP-4
    j. Sheet TMP-5
    k. Sheet TMP-6
    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
    4. Replace Sheet S-4 of the DN01118 STANDARD PLANS SHEETS – STRUCTURES
    (see attached)
    5. Pay Item Changes
    a. 0199000000-E SP Temporary Shoring has been added, 176 SF
    b. The quantity for line item 0048: 3380000000-E TEMPORARY STEEL BEAM
    GUARDRAIL has decreased from 450 to 325 LF
    c. The quantity for line item 0049: 3389150000-N TEMPORARY GUARDRAIL
    END UNITS, TYPE ***** CAT-1 has decreased from 6 to 4 EA
    d. The quantity for line item 0063: 4507000000-E WATER FILLED BARRIER
    has decreased from 496 to 472 LF
    e. The quantity for line item 0096: 8111000000-E PERMANENT STEEL
    CASING FOR **'-**" DIA DRILLED PIER 2'-6" has increased from 28 to 54
    LF
    f. The quantity for line item 0097: 8111400000-E PERMANENT STEEL
    CASING FOR 3'-6"DIA DRILLED PIER has decreased from 54 to 28 LF
    Please access ebsx addenda files, DN01118.001x. 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,
    Jeanette L. White, P.E.
    Highway Division 14, Project Development-
    Team Lead
    DN01118
    G-3
    Henderson
    PERMANENT VEGETATION ESTABLISHMENT:
    (2-16-12)(Rev. 1-16-24)
    104
    SP1 G16
    Establish a permanent stand of the vegetation mixture shown in the contract. During the period
    between initial vegetation planting and final project acceptance, perform all work necessary
    to establish permanent vegetation on all erodible areas within the project limits, as well as,
    in borrow and waste pits. This work shall include erosion control device maintenance and
    installation, repair seeding and mulching, supplemental seeding and mulching, mowing,
    and fertilizer topdressing, as directed. All work shall be performed in accordance with the
    applicable section of the Standard Specifications. All work required for initial vegetation planting
    shall be performed as a part of the work necessary for the completion and acceptance of the
    Intermediate Contract Time (ICT). Between the time of ICT and Final Project acceptance,
    or otherwise referred to as the vegetation establishment period, the Department will be responsible
    for preparing the required National Pollutant Discharge Elimination System (NPDES) inspection
    records.
    Once the Engineer has determined that the permanent vegetation establishment requirement has
    been achieved at an 80% vegetation density (the amount of established vegetation per given area
    to stabilize the soil) and no erodible areas exist within the project limits, the Contractor will be
    notified to remove the remaining erosion control devices that are no longer needed. The Contractor
    will be responsible for, and shall correct any areas disturbed by operations performed in permanent
    vegetation establishment and the removal of temporary erosion control measures, whether
    occurring prior to or after placing traffic on the project.
    Payment for Response for Erosion Control, Seeding and Mulching, Repair Seeding, Supplemental
    Seeding, Mowing, Fertilizer Topdressing, Silt Excavation, and Stone for Erosion Control will be
    made at contract unit prices for the affected items. Work required that is not represented by
    contract line items will be paid in accordance with Articles 104-7 or 104-3 of the Standard
    Specifications. No additional compensation will be made for maintenance and removal of
    temporary erosion control items.
    CONSTRUCTION MORATORIUM:
    (7-15-14)
    SP1 G18A
    No in-water work or land disturbance within the 25 foot wide buffer zone will be allowed from
    JANUARY 1 through APRIL 15 of any year.
    MAJOR CONTRACT ITEMS:
    (2-19-02)(Rev. 1-16-24)
    104
    SP1 G28
    The following listed items are the major contract items for this contract (see Article 104-5 of the
    Standard Specifications):
    Line #
    0100
    0111
    Description
    CLASS A CONCRETE (BRIDGE)
    3'-0" X 1'-9" PRESTRESSED CONC CORED SLABS
    DF 18314.2045332
    GT-1.1
    Henderson County
    STANDARD SHORING:
    (1-16-24)
    Description
    Standard shoring includes standard temporary shoring and standard temporary mechanically
    stabilized earth (MSE) walls. At the Contractor’s option, use standard shoring as noted in the
    plans or as directed. When using standard shoring, a temporary shoring design submittal is not
    required. Construct standard shoring based on actual elevations and shoring dimensions in
    accordance with the contract and Geotechnical Standard Detail No. 1801.01 or 1801.02.
    Define “standard temporary shoring” as cantilever shoring that meets the standard temporary
    shoring detail (Geotechnical Standard Detail No. 1801.01). Define “standard temporary wall” as
    a temporary MSE wall with geotextile or geogrid reinforcement that meets the standard temporary
    wall detail (Geotechnical Standard Detail No. 1801.02). Define “standard temporary geotextile
    wall” as a standard temporary wall with geotextile reinforcement and “standard temporary geogrid
    wall” as a standard temporary wall with geogrid reinforcement.
    Provide positive protection for standard shoring at locations shown in the plans and as directed.
    See Temporary Shoring provision for positive protection types and definitions.
    Materials
    Refer to the Standard Specifications.
    Item
    Concrete Barrier Materials
    Flowable Fill, Excavatable
    Geosynthetics
    Grout, Type 1
    Portland Cement Concrete, Class A
    Select Materials
    Steel Beam Guardrail Materials
    Steel Sheet Piles and H-Piles
    Untreated Timber
    Welded Wire Reinforcement
    Section
    1170-2
    1000-7
    1056
    1003
    1000
    1016
    862-2
    1084
    1082-2
    1070-3
    Provide Type 6 material certifications for shoring materials. Use Class IV select material for
    temporary guardrail. Use Class A concrete that meets Article 450-2 of the Standard Specifications
    or Type 1 grout for drilled-in piles.
    Based on actual shoring height, positive protection, groundwater elevation, slope or surcharge case
    and traffic impact at each standard temporary shoring location, use sheet piles with the minimum
    required section modulus or H-piles with the sizes shown in Geotechnical Standard Detail No.
    1801.01. Use untreated timber with a thickness of at least 3" and a bending stress of at least 1,000
    psi for timber lagging.
    (A) Shoring Backfill
    Use Class II, Type 1, Class III, Class V or Class VI select material or material that meets
    AASHTO M 145 for soil classification A-2-4 with a maximum PI of 6 for shoring backfill
    except do not use the following:
    (1) A-2-4 soil for backfill around culverts,
    DF 18314.2045332
    GT-1.2
    Henderson County
    (2) A-2-4 soil in the reinforced zone of standard temporary walls with a back slope and
    (3) Class VI select material in the reinforced zone of standard temporary geotextile
    walls.
    (B) Standard Temporary Walls
    Use welded wire reinforcement for welded wire facing, struts and wires with the
    dimensions and minimum wire sizes shown in Geotechnical Standard Detail No. 1801.02.
    Provide Type 2 geotextile for separation and retention geotextiles. Do not use more than
    4 different reinforcement strengths for each standard temporary wall.
    (1) Geotextile Reinforcement
    Provide Type 4a geotextile for geotextile reinforcement except for the ultimate
    tensile strength. Based on actual wall height, groundwater elevation, slope or
    surcharge case and shoring backfill to be used in the reinforced zone at each
    standard temporary geotextile wall location, provide geotextiles with ultimate
    tensile strengths as shown in Geotechnical Standard Detail No. 1801.02.
    (2) Geogrid Reinforcement
    Use geogrids for geogrid reinforcement with a roll width of at least 4 ft and an
    “approved” status code in accordance with the NCDOT Geosynthetic
    Reinforcement Evaluation Program. The list of approved geogrids is available
    from:
    connect.ncdot.gov/resources/Geological/Pages/Products.aspx
    Based on actual wall height, groundwater or flood elevation, slope or surcharge
    case and shoring backfill to be used in the reinforced zone at each standard
    temporary geogrid wall location, provide geogrids for geogrid reinforcement with
    short-term design strengths as shown in Geotechnical Standard Detail No. 1801.02.
    Geogrids are approved for short-term design strengths (3-year design life) in the
    machine direction (MD) and cross-machine direction (CD) based on material type.
    Define material type from the website above for shoring backfill as follows:
    Material Type
    Borrow
    Fine Aggregate
    Coarse Aggregate
    Shoring Backfill
    A-2-4 Soil
    Class II, Type 1 or Class III Select Material
    Class V or VI Select Material
    Preconstruction Requirements
    (A) Concrete Barrier
    Define “clear distance” behind concrete barrier as the horizontal distance between the
    barrier and edge of pavement. The minimum required clear distance for concrete barrier
    is shown in the plans. At the Contractor’s option or if the minimum required clear distance
    is not available, set concrete barrier next to and up against traffic side of standard shoring
    except for barrier above standard temporary walls. Concrete barrier with the minimum
    required clear distance is required above standard temporary walls.
    (B) Temporary Guardrail
    This is the opportunity summary page. It provides an overview of this opportunity and a preview of the attached documentation.
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