BP12.C001.3 - REPLACING CULVERT NO. 010304 ON SR 1419 IN ALEXANDER COUNTY Addendum 1

Location: North Carolina
Posted: Apr 17, 2026
Due: Apr 28, 2026
Agency: Division of Highways
Type of Government: State & Local
Category:
  • Z - Maintenance, Repair or Alteration of Real Property
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  • DL00381
    POC
    BP12.C001.3 - REPLACING CULVERT NO. 010304 ON SR 1419 IN ALEXANDER COUNTY
  • Attachment Preview

    JOSH STEIN
    GOVERNOR
    STATE OF NORTH CAROLINA
    DEPARTMENT OF TRANSPORTATION
    DANIEL H. JOHNSON
    SECRETARY
    April 17, 2026
    Contract No.: DL00381
    WBS No.: BP12.C001.3
    FA Number: State Funded
    County:
    Alexander
    Description: Replacing Culvert #010304 on SR 1419
    April 28, 2026 Letting
    RE: Addendum #1 to Contract No. DL00381
    To Whom It May Concern:
    Reference is made to the proposal and plans furnished to you on this project.
    The following revisions have been made to the proposal:
    Sheet No.
    G-2
    G-2
    ST-19 & ST-20
    S-1 THRU S-4
    Revision
    Special Provision entitled Contract Time and Liquidated
    Damages – completion date has been revised.
    Special Provision entitled Intermediate Contract Time Number
    1 and Liquidated Damages – completion date has been revised.
    Special Provision entitled Moment Slab has been added.
    Pay item quantity for Steel Beam Guardrail has been revised
    and a pay item quantity for Moment Slab has been added.
    The following revisions have been made to the plans:
    Sheet No.
    3B-1
    4
    Revision
    Plan sheet has been revised to reflect changes in the guardrail
    design.
    Plan sheet has been revised to reflect changes in the guardrail
    design.
    Mailing Address:
    NC DEPARTMENT OF TRANSPORTATION
    DIVISION 12
    PO BOX 47
    SHELBY, NC 28151-0047
    Telephone: (980) 552-4200
    Fax: (704) 480-5401
    Courier: 06-53-03
    Website: www.ncdot.gov
    Location:
    1710 E. MARION STREET
    SHELBY, NC 28152
    C-1 thru C-5
    SN
    Plan sheets have been revised to reflect changes in the guardrail
    design.
    Plan sheet has been revised to reflect changes in the guardrail
    design.
    Please download the revised proposal named 042826_DL00381_ALEX_PROP_ADD1
    and revised plans named 042826_DL00381_PLANS_ADD1 from the Division 12 Bid
    Page and discard any previous versions. Please also download the electronic bidding file
    addendum available on the Division 12 Bid Page, located at
    https://connnect.ncdot.gov/letting/Pages/Division12Letting, or from our current
    electronic bidding provider (Bidx) through their website.
    The contract will be prepared accordingly
    If you have any questions please contact the Division Office at (980) 552-4222.
    Sincerely,
    Greg Brittain
    Contracts Engineer
    Attachments
    Cc: Cole Gurley, PE, Deputy Division Engineer
    Rodney Gantt, Division Construction Engineer
    Bryan Sowell, PE, Division Project Development Engineer
    Christian Listoe, PE, Asst. Division Construction Engineer
    DL00381
    G-2
    Alexander County
    CONTRACT TIME AND LIQUIDATED DAMAGES:
    (4-17-12) (Rev. 5-16-23)
    108
    The date of availability for this contract is June 8, 2026
    SP1 G08 C
    The completion date for this contract is April 30, 2027.
    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 June 8, 2026.
    The completion date for this intermediate contract time is October 30, 2026.
    The liquidated damages for this intermediate contract time are One Thousand Dollars
    ($ 1,000.00) 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.
    BP12-C001
    Payment shall be made under:
    Pay Item
    Culvert Excavation
    Foundation Conditioning Material
    ST-19
    Alexander County
    Pay Unit
    Lump Sum
    Ton
    MOMENT SLAB
    (SPECIAL)
    GENERAL
    This special provision shall govern materials, forming and all other related work in the
    construction of a moment slab in accordance with applicable parts of the Standard
    Specifications, the details shown on the plans and as outlined in this special provision.
    MATERIALS
    Use Class AA concrete and a coarse aggregate gradation of 78M and shall conform to Section
    1000 of the Standard Specifications. The Class AA concrete shall contain fly ash or ground
    granulated blast furnace slag at the substitution rate specified in Article 1024-1 and in
    accordance with Articles 1024-5 and 1024-6 of the Standard Specifications. Construct the
    moment slab according to the existing grade and thickness as shown in the plans. Reinforcing
    steel shall be ASTM A615, Grade 60 and shall conform to Section 1070 of the Standard
    Specifications.
    CONSTRUCTION METHODS
    The moment slab shall be placed and finished in accordance with Section 420-4 of the
    Standard Specifications. The requirements of Section 420-20 of the Standard Specifications
    will apply to placing vehicles and construction equipment on the finished moment slab.
    Curing methods for the moment slab will conform to Section 420-15 of the Standard
    Specifications.
    MEASUREMENT
    The moment slab will be measured by the linear feet of the moment slab as shown on the
    plans.
    BASIS OF PAYMENT
    The moment slab will be made based on the linear feet quantity as shown on the plans.
    Where the plans have been revised, the quantity to be paid for will be the quantity shown on
    the revised plans.
    The unit bid per linear feet will be full compensation for all work covered by the Special
    Provision and applicable parts of the Standard Specifications, including, but not limited to
    BP12-C001
    ST-20
    Alexander County
    all labor, tools, equipment and incidentals required to furnishing and place concrete,
    reinforcing steel, curing and any other material; erecting and removing any falsework and
    forms; protecting concrete in wind, rain, low humidity, high temperatures or other
    unfavorable weather; finishing and curing concrete.
    Payment shall be made under:
    Moment Slab …………………………………….…………………. Linear Feet
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