MILLING AND RESURFACING Addendum 1

Location: North Carolina
Posted: Feb 19, 2026
Due: Feb 24, 2026
Agency: Division of Highways
Type of Government: State & Local
Category:
  • 34 - Metalworking Machinery
Publication URL: To access bid details, please log in.
  • DD00511 2026CPT.04.17.10511, 2026CPT.04.17.20511
    POC
    MILLING AND RESURFACING

    • Attachment Preview

    JOSH STEIN
    GOVERNOR
    STATE OF NORTH CAROLINA
    DEPARTMENT OF TRANSPORTATION
    DANIEL H. JOHNSON
    SECRETARY
    February 19, 2026
    Addendum No. 1
    RE:
    DD00511
    Johnston County
    To Whom It May Concern:
    Reference is made to the above-mentioned project. The following changes have been made:
    1. There was an error on the Summary of Quantities for Maps 2 & 3 and Maps 5 & 6
    showing Typical Sections that were not included in the Proposal. These Typical
    numbers have been corrected and updated on the SOQ.
    2. The wrong item was used for the Portable Changeable Message Signs. This has been
    corrected on both the Summary of Quantities and the Proposal Item Sheets. Please
    replace the Summary of Quantity sheets and the Proposal Item Sheets in the proposal
    with the attached sheets.
    This sheet and attachments shall be made a part of the plans and bid documents and shall
    be submitted with the bid. Bids submitted without the addenda and attachments will be
    considered non-responsive.
    If there are any questions, please contact me at (252) 640-6433.
    Sincerely,
    02/19/2026
    Vickie P. Gardner
    Division Four Contract Engineer
    VPG/
    Attachments
    Mailing Address:
    NC DEPARTMENT OF TRANSPORTATION
    DIVISION FOUR OFFICE
    POST OFFICE BOX 3165
    WILSON, NC 27895
    Telephone: (252) 640-6400
    Fax: (252) 234-6174
    Customer Service: 1-877-368-4968
    Website: www.ncdot.gov
    Location:
    509 WARD BOULEVARD
    WILSON, NC 27895
    PROJECT NO.
    2025CPT.04.17.10511,
    2025CPT.04.17.20511
    SHEET NO.
    1
    TOTAL NO.
    2
    SUMMARY OF QUANTITIES
    PROJECT NO COUNTY MAP NO
    ROUTE
    2025CPT.04.17.10511 Johnston 1
    US-70 ALT
    TOTAL FOR MAP NO. 1
    2025CPT.04.17.10511 Johnston 2
    US-70 ALT
    TOTAL FOR MAP NO. 2
    2025CPT.04.17.10511 Johnston 3
    US 70 ALT RMP-6364 OI
    TOTAL FOR MAP NO. 3
    2025CPT.04.17.10511 Johnston 4
    US-70 BUS
    TOTAL FOR MAP NO. 4
    TOTAL FOR PROJ NO. 2025CPT.04.17.10511
    DESCRIPTION
    TYP NO LANES LANE LENGTH WIDTH BEGIN END
    TYPE
    MP MP
    1220000000-E
    INCIDENTAL
    STONE BASE
    FROM US HWY 70 E (PRINCETON) TO US HWY
    70 E ROUNDABOUT
    1&2
    FROM US HWY 70 E TO US 70 ALT
    1
    FROM US HWY 70 E TO US HWY 70 ALT
    1
    FROM EXISTING PAVEMENT JOINT (I-5927
    PROJECT) 1200' EAST OF I-95 RAMP TO US
    HWY 70 ALT (END OF TWO LANE)
    1
    MI FT
    2 2WU 6.930
    6.930
    2 2WU 0.210
    0.210
    2 2WU 0.040
    0.040
    28 0.000 6.930
    22 0.000 0.210
    20 0.000 0.040
    2 2WU 2.330
    2.330
    9.510
    30 17.110 19.440
    TONS
    48
    48
    6
    6
    6
    6
    24
    24
    84
    1297000000-E
    1½" MILLING
    SY
    120,087
    120,087
    2,710
    2,710
    469
    469
    45,583
    45,583
    168,849
    1330000000-E 1519000000-E 1523000000-E 1575000000-E
    INCIDENTAL SURFACE
    SURFACE
    ASPHALT
    MILLING COURSE, S9.5B COURSE, S9.5C BINDER FOR
    PLANT MIX
    SY
    TONS
    TONS
    TONS
    6,560
    6,560
    12,670
    753
    12,670
    753
    229
    14
    229
    14
    40
    2
    40
    2
    2,755
    2,755
    9,315
    4,884
    4,884
    17,823
    292
    292
    1,061
    1704000000-E
    PATCHING
    EXISTING
    PAVEMENT
    TONS
    120
    120
    80
    80
    200
    2830000000-N
    ADJ. OF
    MANHOLES
    EA
    1
    1
    1
    2845000000-N
    ADJ. OF METER
    OR VALVE BOX
    EA
    4
    4
    4
    7444000000-E
    INDUCTIVE
    LOOP
    LF
    1,000
    1,000
    1,000
    FROM SR-1007 BRODGEN ROAD TO SR-2509
    2025CPT.04.17.20511 Johnston 5 SR-2510 / OLD SANDERS RD
    HILL ROAD
    2
    2 2WU 1.900 20 0.000 1.900
    10
    TOTAL FOR MAP NO. 5
    1.900
    10
    2025CPT.04.17.20511 Johnston 6
    SR-2509 / HILL RD
    FROM SR-2510
    2
    2 2WU 2.280 20 0.000 2.280
    20
    TOTAL FOR MAP NO. 6
    2.280
    20
    TOTAL FOR PROJ NO. 2025CPT.04.17.20511
    4.180
    30
    370
    2,032
    370
    2,032
    120
    2,224
    120
    2,224
    490
    4,256
    135
    70
    135
    70
    147
    50
    147
    50
    282
    120
    GRAND TOTAL
    13.690
    114
    168,849
    9,805
    4,256
    17,823
    1,343
    320
    1
    4
    1,000
    PROJECT NO COUNTY MAP NO
    ROUTE
    2025CPT.04.17.10511 Johnston 1
    US-70 ALT
    TOTAL FOR MAP NO. 1
    2025CPT.04.17.10511 Johnston 2
    US-70 ALT
    TOTAL FOR MAP NO. 2
    2025CPT.04.17.10511 Johnston 3
    US 70 ALT RMP-6364 OI
    TOTAL FOR MAP NO. 3
    2025CPT.04.17.10511 Johnston 4
    US-70 BUS
    TOTAL FOR MAP NO. 4
    TOTAL FOR PROJ NO. 2025CPT.04.17.10511
    PROJECT NO.
    2025CPT.04.17.10511,
    2025CPT.04.17.20511
    SHEET NO.
    2
    TOTAL NO.
    2
    THERMOPLASTIC AND PAINT QUANTITIES
    DESCRIPTION
    TYP NO LANES LANE LENGTH WIDTH BEGIN MP END MP
    TYPE
    4413000000-E
    WORK ZONE
    ADVANCE/GENERAL
    WARNING SIGNING
    4422000000-N 4457000000-N
    PORTABLE
    TEMPORARY
    CHANGEABLE
    TRAFFIC
    MESSAGE SIGN (SHORT CONTROL
    TERM)
    MI FT
    FROM US HWY 70 E (PRINCETON) TO US HWY
    70 E ROUNDABOUT
    1 & 2 2 2WU 6.93 28
    0
    6.93
    6.93
    FROM US HWY 70 E TO US 70 ALT
    1
    2 2WU 0.21 22
    0
    0.21
    0.21
    FROM US HWY 70 E TO US HWY 70 ALT
    1
    2 2WU 0.04 20
    0
    0.04
    0.04
    FROM EXISTING PAVEMENT JOINT (I-5927
    PROJECT) 1200' EAST OF I-95 RAMP TO US
    HWY 70 ALT (END OF TWO LANE)
    1
    2 2WU 2.33 30 17.11 19.44
    2.33
    9.51
    SF
    780
    780
    24
    24
    8
    8
    288
    288
    1,100
    DAY
    LS
    20
    0.55
    20
    0.55
    3
    0.01
    3
    0.01
    3
    3
    10
    0.23
    10
    0.23
    36
    0.79
    4688000000-E
    6" X 90 M
    6" X 90 M
    WHITE
    YELLOW
    THERMO
    THERMO
    LF
    73,181
    73,181
    2,218
    2,218
    250
    250
    LF
    78,607
    78,607
    2,218
    2,218
    33,322
    25,481
    33,322
    25,481
    108,971
    106,306
    215,277
    4695000000-E 4709000000-E
    4725000000-E
    8" X 90 M THERMOPLASTIC THERMO STR THERMO RT THERMO LT
    WHITE
    PAVEMENT ARROW 90 M ARROW 90 M ARROW 90
    THERMO MARKING LINES
    M
    (24", 90 MILS)
    LF
    LF
    EA
    EA
    EA
    4890000000-E
    4895000000-N
    THERMO STR THERMOPLASTIC THERMOPLASTIC
    & RT ARROW PAVEMENT
    PAVEMENT POLYCARBON
    90 M MARKING LINES - MARKING LINES - ATE H-SHAPE
    4"X50 MILS HOT 4"X50 MILS HOT MARKERS
    SPRAY - WHITE SPRAY - YELLOW (YELLOW /
    YELLOW)
    EA
    LF
    LF
    EA
    110
    130
    3
    3
    32
    3
    465
    110
    130
    3
    3
    32
    3
    465
    15
    190
    15
    190
    110
    130
    3
    3
    47
    3
    655
    56
    FROM SR-1007 BRODGEN ROAD TO SR-2509
    2025CPT.04.17.20511 Johnston 5 SR-2510 / OLD SANDERS RD
    HILL ROAD
    2
    2 2WU 1.9 20
    0
    1.9
    216
    TOTAL FOR MAP NO. 5
    1.9
    216
    2025CPT.04.17.20511 Johnston 6
    SR-2509 / HILL RD
    FROM SR-2510
    2
    2 2WU 2.28 20
    0
    2.28
    256
    TOTAL FOR MAP NO. 6
    2.28
    256
    TOTAL FOR PROJ NO. 2025CPT.04.17.20511
    4.18
    472
    5
    0.10
    5
    0.10
    10
    0.11
    10
    0.110
    15
    0.210
    20,064
    20,064
    24,077
    24,077
    44,141
    86,075
    19,061
    19,061
    22,873
    22,873
    41,934
    GRAND TOTAL
    13.69
    1,572
    51
    1.000
    108,971
    106,306
    110
    130
    3
    3
    47
    3
    44,141
    41,934
    655
    215,277
    56
    86,075
    Feb 19, 2026 3:30 PM
    County: JOHNSTON
    Line
    #
    Item Number
    0001 0000100000-N
    0002 1220000000-E
    0003 1297000000-E
    0004 1330000000-E
    0005 1519000000-E
    0006 1523000000-E
    0007 1575000000-E
    0008 1704000000-E
    0009 2830000000-N
    0010 2845000000-N
    0011 4413000000-E
    0013 4457000000-N
    0014 4688000000-E
    0015 4695000000-E
    0016 4709000000-E
    0017 4725000000-E
    ITEMIZED PROPOSAL FOR CONTRACT NO. DD00511
    Sec Description
    #
    ROADWAY ITEMS
    800 MOBILIZATION
    545 INCIDENTAL STONE BASE
    607 MILLING ASPHALT PAVEMENT, ***"
    DEPTH
    1-1/2"
    607 INCIDENTAL MILLING
    610 ASPHALT CONC SURFACE COURSE,
    TYPE S9.5B
    610 ASPHALT CONC SURFACE COURSE,
    TYPE S9.5C
    620 ASPHALT BINDER FOR PLANT MIX
    SP PATCHING EXISTING PAVEMENT
    858 ADJUSTMENT OF MANHOLES
    858 ADJUSTMENT OF METER BOXES OR
    VALVE BOXES
    SP WORK ZONE ADVANCE/GENERAL
    WARNING SIGNING
    SP TEMPORARY TRAFFIC CONTROL
    1205 THERMOPLASTIC PAVEMENT
    MARKING LINES (6", 90 MILS)
    1205 THERMOPLASTIC PAVEMENT
    MARKING LINES (8", 90 MILS)
    1205 THERMOPLASTIC PAVEMENT
    MARKING LINES (24", 90 MILS)
    1205 THERMOPLASTIC PAVEMENT
    MARKING SYMBOL (90 MILS)
    Quantity Unit Cost
    Lump Sum
    L.S.
    114
    TON
    168,849
    SY
    9,805
    SY
    4,256
    TON
    17,823
    TON
    1,343
    TON
    320
    TON
    1
    EA
    4
    EA
    1,572
    SF
    Lump Sum
    L.S.
    215,277
    LF
    110
    LF
    130
    LF
    56
    EA
    Page 1 of 2
    Amount
    Feb 19, 2026 3:30 PM
    County: JOHNSTON
    Line
    #
    0018
    Item Number
    4890000000-E
    0019 4895000000-N
    0020 7444000000-E
    0021 4422000000-N
    ITEMIZED PROPOSAL FOR CONTRACT NO. DD00511
    Sec Description
    #
    SP GENERIC PAVEMENT MARKING ITEM
    HOT SPRAY THERMOPLASTIC
    PAVEMENT MARKING LINES (4", 60
    MILS)
    SP GENERIC PAVEMENT MARKING ITEM
    POLYCARBONATE H-SHAPE
    MARKERS
    1725 INDUCTIVE LOOP SAWCUT
    1120 PORTABLE CHANGEABLE MESSAGE
    SIGN (SHORT TERM)
    Quantity Unit Cost
    86,075
    LF
    655
    EA
    1,000
    LF
    51
    DAY
    1530/Feb19/Q507443/D65181100000/E20
    Total Amount Of Bid For Entire Project :
    Page 2 of 2
    Amount
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