DF18312.2023011 - REPLACING HELENE DAMAGED BRIDGE NO. 262 IN CLEVELAND CO. Addendum 1

Location: North Carolina
Posted: Mar 13, 2026
Due: Mar 24, 2026
Agency: Division of Highways
Type of Government: State & Local
Category:
  • 66 - Instruments and Laboratory Equipment
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  • DL00380
    POC
    DF18312.2023011 - REPLACING HELENE DAMAGED BRIDGE NO. 262 IN CLEVELAND CO.

    • Attachment Preview

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    JOSH STEIN
    GOVERNOR
    STATE OF NORTH CAROLINA
    DEPARTMENT OF TRANSPORTATION
    DANIEL H. JOHNSON
    SECRETARY
    March 13, 2026
    Contract No.: DL00380
    WBS No.: DF18312.2023011
    FA Number: Helene
    County:
    Cleveland
    Description: Replacing Bridge No. 262 on SR 1529.
    March 24, 2026 Letting
    RE: Addendum #1 to Contract No. DL00380
    To Whom It May Concern:
    Reference is made to the proposal furnished to you on this project.
    The following revisions have been made to the proposal and proposal item sheets:
    Sheet No.
    R-17
    S-2
    S-5
    Revision
    Special Provision entitled Streambank Reestablishment has
    been added to the proposal.
    Pay Item No. 20 has been revised to Select Mater ial, Class VII
    Pay Item No. 95 for Type 1 Bridge Approach Fill, Sta. 16+ 16.
    07 (LS) has been added.
    Please download the revised proposal named 032426_DL00380_CLEV_PROPADDl
    from the Division 12 Bid Page and discard any previous versions. You are also required
    to download and apply the addendum file when bidding. The electronic bid file and
    addendum file are 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
    Mailing Address:
    NC DEPARTMENT OF TRANSPORTATION
    DIVISION 12
    POBOX47
    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
    DL00380 DF18312.2023011
    R-17
    Cleveland County
    STREAMBANK REESTABLISHMENT
    Description
    The Contractor shall construct and reestablish the streambank areas at the locations shown on the
    plans, in accordance with the details, as directed by the Engineer using coir fiber matting, earthen
    material and Class VII Select Material.
    Materials
    All materials shall meet the requirements of Division 10 of the Standard Specifications.
    Payment
    Coir Fiber Mat will be measured and paid in accordance with Section 1629 of the Standard
    Specifications.
    Select Material, Class VII will be measured and paid in tons, in accordance with Article 106-7 of
    the Standard Specifications, for all material accepted and placed.
    The contract unit prices for Lump Sum Grading, Coir Fiber Mat and Select Material, Class VII
    will be considered full compensation for all labor, equipment and materials necessary to
    complete the work of Streambank Reestablishment.
    Pay Item
    Select Material, Class VII
    Pay Unit
    Ton
    Mar 13, 2026 2:05 PM
    County: CLEVELAND
    Line
    #
    Item Number
    0001 0000100000-N
    0002 0000400000-N
    0003 0043000000-N
    0004 0050000000-E
    0005 0057000000-E
    0006 0134000000-E
    0007 0195000000-E
    0008 0196000000-E
    0009 0318000000-E
    0010 0321000000-E
    0011 0335200000-E
    0012 0335600000-E
    0013 0448000000-E
    0014 0995000000-E
    0015 1121000000-E
    0016 1220000000-E
    0017 1491000000-E
    S-1
    ITEMIZED PROPOSAL FOR CONTRACT NO. DL00380
    Sec Description
    #
    ROADWAY ITEMS
    800 MOBILIZATION
    Quantity Unit Cost
    Lump Sum
    L.S.
    801 CONSTRUCTION SURVEYING
    Lump Sum
    L.S.
    226 GRADING
    Lump Sum
    L.S.
    226 SUPPLEMENTARY CLEARING &
    GRUBBING
    226 UNDERCUT EXCAVATION
    240 DRAINAGE DITCH EXCAVATION
    265 SELECT GRANULAR MATERIAL
    270 GEOTEXTILE FOR SOIL
    STABILIZATION
    300 FOUNDATION CONDITIONING
    MATERIAL, MINOR STRUCTURES
    300 FOUNDATION CONDITIONING
    GEOTEXTILE
    305 15" DRAINAGE PIPE
    305 36" DRAINAGE PIPE
    310 ****" RC PIPE CULVERTS, CLASS IV
    (54")
    340 PIPE REMOVAL
    520 AGGREGATE BASE COURSE
    545 INCIDENTAL STONE BASE
    610 ASPHALT CONC BASE COURSE, TYPE
    B25.0C
    1
    ACR
    225
    CY
    98
    CY
    200
    CY
    200
    SY
    20
    TON
    50
    SY
    36
    LF
    40
    LF
    56
    LF
    82
    LF
    75
    TON
    75
    TON
    500
    TON
    Page 1 of 6
    Amount
    Mar 13, 2026 2:05 PM
    County: CLEVELAND
    Line
    #
    0018
    Item Number
    1523000000-E
    0019 1575000000-E
    0020 0314000000-E
    0021 2022000000-E
    0022 2026000000-E
    0023 2036000000-E
    0024 2044000000-E
    0025 2070000000-N
    0026 2077000000-E
    0027 2220000000-E
    0028 2286000000-N
    0029 2367000000-N
    0030 2556000000-E
    0031 3030000000-E
    0032 3045000000-E
    0033 3150000000-N
    0034 3180000000-N
    S-2
    ITEMIZED PROPOSAL FOR CONTRACT NO. DL00380
    Sec Description
    #
    610 ASPHALT CONC SURFACE COURSE,
    TYPE S9.5C
    Quantity Unit Cost
    435
    TON
    620 ASPHALT BINDER FOR PLANT MIX
    50
    TON
    SP SELECT MATERIAL, CLASS *****
    CLASS VII
    500
    TON
    815 SUBDRAIN EXCAVATION
    22.4
    CY
    815 GEOTEXTILE FOR SUBSURFACE
    100
    DRAINS
    SY
    815 SUBDRAIN COARSE AGGREGATE
    16.8
    CY
    815 6" PERFORATED SUBDRAIN PIPE
    100
    LF
    815 SUBDRAIN PIPE OUTLET
    1
    EA
    815 6" OUTLET PIPE
    6
    LF
    838 REINFORCED ENDWALLS
    5
    CY
    840 MASONRY DRAINAGE STRUCTURES
    1
    EA
    840 FRAME WITH TWO GRATES, STD
    1
    840.29
    EA
    846 SHOULDER BERM GUTTER
    25
    LF
    862 STEEL BEAM GUARDRAIL
    87.5
    LF
    862 STEEL BEAM GUARDRAIL, SHOP
    87.5
    CURVED
    LF
    862 ADDITIONAL GUARDRAIL POSTS
    5
    EA
    862 GUARDRAIL ANCHOR UNITS, TYPE
    1
    ******
    EA
    (B-83 SHOP CURVED)
    Page 2 of 6
    Amount
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