GRADING, DRAINAGE, PAVING, AND STRUCTURE FOR BRIDGE 060057 OVER DURHAM CREEK ON SR 1932 (MARY'S CHAPEL CHURCH ROAD) ADDENDUM 3

Location: North Carolina
Posted: Sep 1, 2026
Due: Sep 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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  • DB00644
    POC
    GRADING, DRAINAGE, PAVING, AND STRUCTURE FOR BRIDGE 060057 OVER DURHAM CREEK ON SR 1932 (MARY'S CHAPEL CHURCH ROAD)

    • Attachment Preview

    JOSH STEIN
    GOVERNOR
    STATE OF NORTH CAROLINA
    DEPARTMENT OF TRANSPORTATION
    DANIEL H. JOHNSON
    SECRETARY
    September 1, 2026
    CONTRACT:
    TIP NUMBER:
    WBS ELEMENT:
    COUNTY:
    ROUTE:
    DESCRIPTION:
    DB00644
    BP2-R028
    BP2.R028.3
    BEAUFORT
    SR 1932 (MARY’S CHAPEL ROAD)
    GRADING, DRAINAGE, PAVING, AND STRUCTURE FOR
    BRIDGE 060057 OVER DURHAM CREEK ON SR 1932
    (MARY'S CHAPEL CHURCH ROAD)
    ADDENDUM 2
    TO:
    PROSPECTIVE BIDDERS
    Please note the following revisions to the plan set.
    • Revision of Itemized Proposal Items 0030 Rip Rap, Class II to 260 LF and
    0032 Geotextile for Drainage to 220 SY.
    Please replace the proposal sheets that were included in the original proposal with the
    attached pages 1-5 of the itemized Proposal for Contract No DB00644.
    Please make sure to sign the addendum page in the proposal to acknowledge this
    addendum.
    Mailing Address:
    NC DEPARTMENT OF TRANSPORTATION
    DIVISION 2
    PROJECT DEVELOPMENT GROUP
    GREENVILLE, NC 27834
    Telephone: (252) 439-2828
    Customer Service: 1-877-368-4968
    Website: www.ncdot.gov
    Location:
    1037 W.H. SMITH BLVD.
    GREENVILLE, NC 27834
    cc: Mr. Casey Whitley, PE
    Ms. Heather C. Lane, PE
    Mr. Jason Beasley
    Mr. Stanley Harrell
    Mr. Jordan Scott, PE
    Ms. Chad Mills
    Sincerely,
    Mary Voelker Moore, PE
    Division Contract Engineer
    Sep 01, 2026 12:25 PM
    County: BEAUFORT
    Line
    #
    Item Number
    0001 0000100000-N
    0002 0000400000-N
    0003 0008000000-E
    0004 0043000000-N
    0005 0057000000-E
    0006 0156000000-E
    0007 0195000000-E
    0008 0196000000-E
    0009 0248000000-N
    0010 0318000000-E
    0011 0321000000-E
    0012 1111000000-E
    0013 1330000000-E
    0014 1491000000-E
    0015 1519000000-E
    0016 1575000000-E
    0017 2000000000-N
    ITEMIZED PROPOSAL FOR CONTRACT NO. DB00644
    Sec Description
    #
    ROADWAY ITEMS
    800 MOBILIZATION
    801 CONSTRUCTION SURVEYING
    200 SUPPLEMENTARY CLEARING &
    GRUBBING
    226 GRADING
    226 UNDERCUT EXCAVATION
    250 REMOVAL OF EXISTING ASPHALT
    PAVEMENT
    265 SELECT GRANULAR MATERIAL
    270 GEOTEXTILE FOR SOIL
    STABILIZATION
    SP GENERIC GRADING ITEM
    TYPE 1 STANDARD APPROACH FILL
    300 FOUNDATION CONDITIONING
    MATERIAL, MINOR STRUCTURES
    300 FOUNDATION CONDITIONING
    GEOTEXTILE
    SP CLASS IV AGGREGATE
    STABILIZATION
    607 INCIDENTAL MILLING
    610 ASPHALT CONC BASE COURSE, TYPE
    B25.0C
    610 ASPHALT CONC SURFACE COURSE,
    TYPE S9.5B
    620 ASPHALT BINDER FOR PLANT MIX
    806 RIGHT-OF-WAY MARKERS
    Quantity Unit Cost
    Lump Sum
    L.S.
    Lump Sum
    L.S.
    1
    ACR
    Lump Sum
    L.S.
    300
    CY
    350
    SY
    300
    CY
    300
    SY
    Lump Sum
    L.S.
    10
    TON
    20
    SY
    200
    TON
    190
    SY
    100
    TON
    90
    TON
    10
    TON
    8
    EA
    Page 1 of 5
    Amount
    Sep 01, 2026 12:25 PM
    County: BEAUFORT
    Line
    #
    0018
    Item Number
    2022000000-E
    0019 2026000000-E
    0020 2036000000-E
    0021 2044000000-E
    0022 2070000000-N
    0023 2077000000-E
    0024 2556000000-E
    0025 2570000000-N
    0026 3030000000-E
    0027 3150000000-N
    0028 3215000000-N
    0029 3287000000-N
    0030 3635000000-E
    0031 3649000000-E
    0032 3656000000-E
    0033 4400000000-E
    0034 4410000000-E
    ITEMIZED PROPOSAL FOR CONTRACT NO. DB00644
    Sec Description
    #
    815 SUBDRAIN EXCAVATION
    815 GEOTEXTILE FOR SUBSURFACE
    DRAINS
    815 SUBDRAIN COARSE AGGREGATE
    815 6" PERFORATED SUBDRAIN PIPE
    815 SUBDRAIN PIPE OUTLET
    815 6" OUTLET PIPE
    846 SHOULDER BERM GUTTER
    SP MODIFIED CONCRETE FLUME
    862 STEEL BEAM GUARDRAIL
    862 ADDITIONAL GUARDRAIL POSTS
    862 GUARDRAIL ANCHOR UNITS, TYPE III
    862 GUARDRAIL END UNITS, TYPE TL-3
    876 RIP RAP, CLASS II
    876 RIP RAP, CLASS B
    876 GEOTEXTILE FOR DRAINAGE
    1110 WORK ZONE SIGNS (STATIONARY)
    1110 WORK ZONE SIGNS (BARRICADE
    MOUNTED)
    Quantity Unit Cost
    45
    CY
    200
    SY
    34
    CY
    200
    LF
    1
    EA
    6
    LF
    120
    LF
    2
    EA
    50
    LF
    10
    EA
    4
    EA
    4
    EA
    260
    TON
    2
    TON
    220
    SY
    480
    SF
    94
    SF
    Page 2 of 5
    Amount
    Sep 01, 2026 12:25 PM
    County: BEAUFORT
    Line
    #
    0035
    Item Number
    4445000000-E
    0036 5325600000-E
    0037 5325800000-E
    0038 5329000000-E
    0039 5540000000-E
    0040 5800000000-E
    0041 5872600000-E
    0042 6000000000-E
    0043 6006000000-E
    0044 6009000000-E
    0045 6012000000-E
    0046 6015000000-E
    0047 6018000000-E
    0048 6021000000-E
    0049 6024000000-E
    0050 6029000000-E
    0051 6030000000-E
    ITEMIZED PROPOSAL FOR CONTRACT NO. DB00644
    Sec Description
    #
    1145 BARRICADES (TYPE III)
    1510 6" WATER LINE
    1510 8" WATER LINE
    1510 DUCTILE IRON WATER PIPE FITTINGS
    1515 6" VALVE
    1530 ABANDON 6" UTILITY PIPE
    1550 DIRECTIONAL DRILLING OF **"
    8"
    1605 TEMPORARY SILT FENCE
    1610 STONE FOR EROSION CONTROL,
    CLASS A
    1610 STONE FOR EROSION CONTROL,
    CLASS B
    1610 SEDIMENT CONTROL STONE
    1615 TEMPORARY MULCHING
    1620 SEED FOR TEMPORARY SEEDING
    1620 FERTILIZER FOR TEMPORARY
    SEEDING
    1622 TEMPORARY SLOPE DRAINS
    SP SAFETY FENCE
    1630 SILT EXCAVATION
    Quantity Unit Cost
    64
    LF
    243
    LF
    368
    LF
    375
    LB
    2
    EA
    615
    LF
    368
    LF
    1,230
    LF
    65
    TON
    55
    TON
    25
    TON
    2
    ACR
    200
    LB
    1
    TON
    200
    LF
    520
    LF
    70
    CY
    Page 3 of 5
    Amount
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