DRAINAGE, GRADING, PAVING, AND SIGNAL IMPROVEMENTS AT US 13(MEMORIAL DRIVE) AT NC 43(W 5TH STREET) IN PITT COUNTY ADDENDUM 1

Location: North Carolina
Posted: Jun 26, 2026
Due: Jul 8, 2026
Agency: Division of Highways
Type of Government: State & Local
Category:
  • 54 - Prefabricated Structures and Scaffolding
  • Y - Construction of Structures and Facilities
  • Z - Maintenance, Repair or Alteration of Real Property
Publication URL: To access bid details, please log in.
  • DB00626
    POC
    DRAINAGE, GRADING, PAVING, AND SIGNAL IMPROVEMENTS AT US 13(MEMORIAL DRIVE) AT NC 43(W 5TH STREET) IN PITT COUNTY

    • Attachment Preview

    JOSH STEIN
    GOVERNOR
    STATE OF NORTH CAROLINA
    DEPARTMENT OF TRANSPORTATION
    DANIEL H. JOHNSON
    SECRETARY
    June 26, 2026
    CONTRACT:
    TIP NUMBER:
    WBS ELEMENT:
    COUNTY:
    ROUTE:
    DESCRIPTION:
    DB00626
    U-5730
    54021.3.1
    PITT
    US 13(MEMORIAL DRIVE) AT NC 43(WEST 5TH STREET)
    DRAINAGE, GRADING, PAVING, AND SIGNAL
    IMPROVEMENTS AT US 13(MEMORIAL DRIVE) AT NC
    43(W 5TH STREET) IN PITT COUNTY
    ADDENDUM 1
    TO:
    PROSPECTIVE BIDDERS
    Please note the following revisions to the proposal.
    • Revised of plan pages 3D-1, 2A-1, 4, EC-4/CONT.4 and EC-5/CONT.4
    dated June 26, 2026.
    • Revision of the Date of Completion to July 29, 2027 in SP1 G08 A,
    Contract Time and Liquidated Damages. Revision of the Intermediate
    Date of Completion to April 30, 2027 in SP1 G013A, Intermediate
    Contract Time Number 1 and Liquidated Damages.
    • Revised Signals and Intelligent Transportation Systems Project Special
    Provisions Dated June 26, 2026.
    • Revision of the Project Special Provisions Z-1, Permits, and the grated
    permit for the project.
    • Revision of Itemized Proposal Items 0011, 0124, 0128, 0129. Item 0010
    has been removed.
    Please replace the plan sheets that were included in the original plans with the attached
    plan pages. Please replace the proposal sheets that were included in the original proposal
    with the attached pages G1to G29, TS-1 toTS-58, P-1 to P-6, and 1-10 of the itemized
    Proposal for Contract No DB00626.
    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: Ms. Catherine Hossack, PE
    Ms. Heather C. Lane, PE
    Mr. Jordan Scott, PE
    Mr. Jason Beasley
    Sincerely,
    Mary Voelker Moore, PE
    Division Contract Engineer
    COMPUTED BY:
    MJM
    DATE:
    06/26/2026
    CHECKED BY:
    CGM
    DATE:
    06/26/2026
    NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
    DIVISION OF HIGHWAYS
    Note: Invert Elevations indicated are for Bid Purposes only and shall not be used for project construction stakeout.
    See "Standard Specifications For Roads and Structures, Section 300-5".
    LIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 48 INCHES & UNDER)
    LINE &
    STATION
    SIZE
    R. C. PIPE
    CLASS III
    12 15 18 24 30 36
    QUANTITIES
    FOR DRAINAGE
    STRUCTURES
    NOTE:
    TOTAL LIN. FT.
    FOR PAY
    QUANTITY
    SHALL BE
    A + (1.3 X B)
    AB
    FRAME,
    GRATES,
    AND HOOD
    STD. 840.03
    THICKNESS
    OR GAUGE
    FT.
    FT.
    FT. %
    GRATE
    TYPE
    CY EACH LIN. FT. LIN. FT.
    EFG
    L 10+25.00
    32.25 RT 0401
    57.8
    1
    1
    1
    L 11+25.00
    44.00 RT 0402
    58.5
    1
    1
    1
    0402 0418
    54.0 55.2
    12
    L 12+51.00
    44.00 RT 0403
    59.5
    1
    1
    1
    0403 0404
    55.0 56.1
    12
    0404 0418
    56.2 55.2 0.6
    124
    L 12+51.00
    56.50 RT 0404
    59.2
    1
    1
    1
    0405 0404
    56.4 56.2
    32
    L 12+85.00
    56.00 RT 0405
    59.2
    1
    1
    1
    L 13+55.00
    44.00 RT 0406
    59.9
    1
    1
    1
    0406 0407
    56.9 56.6
    12
    0407 0405
    56.6 56.4
    68
    L 13+55.00
    56.50 RT 0407
    59.4
    1
    1
    1
    0408 0409
    54.3 54.2 0.6
    10
    L 16+35.00
    55.77 RT 0408
    58.5
    1
    1
    1
    0409 0410
    54.2 54.2 1.2
    17
    L 16+40.00
    46.41 RT 0409
    57.5
    1
    11
    L 16+48.50
    30.50 RT 0410
    57.5
    Y 12+49.00 42.00 LT 0411
    59.5
    1
    1
    1
    0411 0412
    56.3 56.0
    26
    Y 12+76.00 41.00 LT 0412
    59.3
    1
    1
    1
    L 16+10.00
    44.00 RT 0417
    58.1
    1
    1
    1
    0417 0409
    54.8 54.2
    28
    L 11+25.00
    56.50 RT 0418
    58.7
    1
    11
    0418 0424
    55.2 54.3 0.8
    86
    L 10+38.00
    46.50 RT 0424
    58.3
    1
    11
    0424 0401
    54.3 53.2 0.8
    19
    PROJECT NO.
    U-5730
    SHEET NO.
    3D-1
    CY
    CY
    ABBREVIATIONS
    C.A.A. CORRUGATED ALUMINIUM ALLOY
    C.B.
    CATCH BASIN
    C.S.
    CORRUGATED STEEL
    D.I.
    DROP INLET
    G.D.I. GRATED DROP INLET
    H.D.P.E. HIGH DENSITY POLYETHYLENE
    J.B.
    JUNCTION BOX
    M.H.
    MANHOLE
    N.S.
    NARROW SLOT
    P.V.C. POLYVINYL CHLORIDE
    R.C.
    REINFORCED CONCRETE
    T.B.D.I. TRAFFIC BEARING DROP INLET
    T.B.J.B. TRAFFIC BEARING JUNCTION BOX
    W.S.
    WIDE SLOT
    CY LIN. FT.
    REMARKS
    C.B.
    C.B.
    C.B.
    N.S.
    N.S.
    C.B.
    0.3990
    N.S.
    G.D.I.
    C.B.
    C.B.
    T.B.J.B.
    C.B.
    N.S.
    N.S.
    402 Pipe Removal - Project Total
    SHEET TOTALS
    117 329
    14
    7115
    22
    4
    4
    1
    1
    PROJECT TOTALS
    117 329
    14
    7115
    22
    4
    4
    1
    1
    0.3990
    402
    0.3990
    402
    Docusign Envelope ID: A1716559-A9AC-864D-8324-F3FA96520E59
    FINAL PAVEMENT SCHEDULE
    PROP. APPROX. 1.5" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, AT AN AVERAGE
    C
    RATE OF 165 Lbs PER SQUARE YARD.
    PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, AT AN AVERAGE
    C1 RATE OF 165 Lbs PER SQUARE YARD IN EACH OF TWO LAYERS.
    C2
    PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, AT AN
    AVERAGE RATE OF 110 LBS. PER SQ. YD. PER 1" DEPTH TO BE PLACED IN LAYERS
    NOT TO EXCEED 2" IN DEPTH.
    PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.0C, AT AN
    D1 AVERAGE RATE OF 456 LBS. PER SQ. YD.
    D2
    PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.0C, AT AN
    AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH TO BE PLACED IN LAYERS
    NOT LESS THAN 2 1/2" OR GREATER THAN 4" IN DEPTH
    PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE B25.0C AT AN
    E1
    AVERAGE RATE OF 456 LBS. PER SQ. YD.
    E2
    PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.0C, AT AN AVERAGE RATE
    OF 114 LBS. PER SQ. YD. PER 1" DEPTH, TO BE PLACED IN LAYERS NOT GREATER THAN 5.5"
    IN DEPTH OR LESS THAN 4.0" IN DEPTH.
    R1 2'-6" CONCRETE CURB AND GUTTER
    R2 8" X 12" CONCRETE CURB
    S1 4" CONCRETE SIDEWALK
    T EARTH MATERIAL
    U EXISTING PAVEMENT
    V 1.5" UNIFORM MILLING
    CLSURVEY
    C1
    C2
    D2
    D1
    /// /// /// ///
    4.0"
    E2 MIN.
    2.5"
    MIN.
    U
    2.5"
    MIN.
    Detail Showing Method of Wedging
    4.0"
    MIN. E2
    EXIST
    EXIST
    CL
    EXIST
    EXIST
    EXIST
    C
    V
    V
    C
    PROJECT REFERENCE NO.
    SHEET NO.
    U-5730
    2A-1
    R/W SHEET NO.
    ROADWAY DESIGN
    ENGINEER
    PAVEMENT DESIGN
    ENGINEER
    RTOHFECSA SI R ONOLI
    SEAL
    037985
    E
    O NGINEER
    NY G.THO
    RTOHFE CSA SI R OO N LI
    SEAL
    023916
    E
    IANNGD INE.E KREA
    6/26/2026
    6/26/2026
    DOCUMENT NOT CONSIDERED FINAL
    UNLESS ALL SIGNATURES COMPLETED
    HDR Engineering, Inc. of the Carolinas
    555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
    N.C.B.E.L.S. License Number: F-0116
    0' to 26'
    2'
    8'
    *6'
    6" 2' 5'
    *0'
    GRADE
    POINT
    C1 R1
    0. 02
    0. 02
    6"
    ORIGINAL
    3:1 GROUND
    VAR
    UNIFORM 1.5"
    MILL & FILL
    SEE PLANS FOR LIMITS
    U
    UNIFORM 1.5"
    MILL & FILL
    SEE PLANS FOR LIMITS
    TYPICAL SECTION NO. 1
    LINE
    -L-
    *-L-
    FROM STATION
    10+25.00 (RT)
    17+78.00 (RT)
    TO STATION
    16+84.00 (RT)
    19+36.17 (RT)
    11"
    D1
    E1 E2
    6" T
    S1 3:1 ORIGINAL
    GROUND
    GRADE TO
    THIS LINE
    NOTE: TYPICAL SECTION NO. 1
    *ACCOUNT FOR NO UTILTY STRIP,
    5'SIDEWALK, AND WCR LOCATIONS.
    SEE PLANS FOR LOCATION AND
    AVOIDANCE OF EXISTING MANHOLE.
    W1 VARIABLE DEPTH ASPHALT PAVEMENT (SEE STANDARD WEDGING DETAIL)
    NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS OTHERWISE SHOWN.
    8'-20'
    6" 2' 5'
    C1 R1
    0. 02
    D1
    E1 E2
    6" T S1
    0'
    *0'-12'
    NOTE: DETAIL NO. 1
    *REPLACE EXISITNG CURB ALONG -Y- (LT)
    SEE PLANS FOR LOCATION
    R2
    EXI ST.
    PAVEMENT
    ORIGINAL GROUND
    VAR
    ORIGINAL GROUND
    DETAIL NO. 1
    USE IN CONJUCTION WITH TYPICAL No.1 & No.2
    FROM STATION
    TO STATION
    -L- 15+52.00 (RT)
    -Y- 12+33.00 (LT)
    8'
    2'
    0' to 26'
    EXIST
    ORIGINAL GROUND
    VAR
    ORIGINAL GROUND
    6" 5' 2' 6"
    3:1
    0. 02
    3:1 S1
    T 6"
    R1 C1
    EXISTING
    0. 02
    D1
    E2 E1
    11"
    GRADE TO
    THIS LINE
    TYPICAL SECTION NO. 2
    LINE
    -Y-
    FROM STATION
    12+03.61 (LT)
    TO STATION
    13+22.00 (LT)
    Docusign Envelope ID: A1716559-A9AC-864D-8324-F3FA96520E59
    S
    36991° .4 21 8''11" E
    BEGIN TIP PROJECT U-5730
    -Y- POT Sta. 16+46.69
    PROJECT REFERENCE NO.
    U-5730
    R/W SHEET NO.
    ROADWAY DESIGN
    ENGINEER
    SHEET NO.
    4
    HYDRAULICS
    ENGINEER
    RTOHFECSA SI R ONOLI
    SEAL
    037985
    E
    O NGINEER
    NY G.THO
    6/26/2026
    RTOHFECSA SI R ONOLI
    SEAL
    049135
    E
    LORNGI M NE.ECRAR
    6/26/2026
    DOCUMENT NOT CONSIDERED FINAL
    UNLESS ALL SIGNATURES COMPLETED
    HDR Engineering, Inc. of the Carolinas
    555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
    N.C.B.E.L.S. License Number: F-0116
    PROP34
    S 7 1530°. 2020'3 '3"E
    PROP35
    4
    48.21
    S
    69°37'33" E
    N 6 49 2° .3 97 2' '33"1W 3.88'
    S 7 1520°. 0421' '21"E
    200.00'
    1 8" RCP
    1 8" RCP
    1 5" RCP
    -L- +00.00
    EX. R/W RT
    PROP40 S 89°54'57"E
    83.40'
    N 89°37'53" E
    145.92'
    N 89°37'53" E
    71.75'
    OMG PROPERTIES LLC
    DB 3758 PG 26
    N 89°06'09" E
    40.00'
    N
    7 1500°0 .999'' 06"W
    END TIP PROJECT U-5730
    -L- POT Sta. 19+36.17
    ROVER INVESTMENTS LLC
    JOSEPH LOUIS MURAD, JR
    OMG PROPERTIES LLC
    STATE OF NORTH CAROLINA
    DB 3368 PG 570
    NO DEED FOUND
    POT -L- Sta. 10+00.00
    DB 4491 PG 848
    BEGIN TIP PROJECT U-5730
    1S BK
    BUS
    -L- POT Sta. 10+25.00
    BL-1
    PROP39
    EIP
    Existing R/W VARIES
    1
    57.27
    DB 3088 PG 793
    MB 25 PG 111 15+00
    OMG PROPERTIES LLC
    DB 4491 PG 848
    POT -L- Sta. 17+55.46 1S BK
    -Y- +20
    END 2' -6"C&G
    BUS
    POT -Y- Sta. 13+84.03
    -L- +98
    BEG.
    -Y- +24
    END SI DEWALK
    END 6"CURB X2
    6" CURB
    -L- +12.9,
    44.5'LT
    -L- +86.7
    -L- +04.3
    BEG. SIDEWALK
    42.2'LT
    1S BK
    BUS
    REPLACE MEDIAN IN KIND
    SEE UTILITY PLANS
    FOR LOCATION
    1S BK
    BUS
    BEG. 2'-6" C&G
    END MI LL& FI LL
    -L- 17+10.13
    EXI STI NG
    R/W MONUMENT
    PROP38
    RETAIN
    REPLACE SW IN KIND
    SEE UTILITY PLANS
    FOR LOCATION
    PROP37
    EIP
    R
    42'
    REMOVE
    PROP36
    WCR
    -Y-+45. 6,45' LT
    BEG. SIDEWALK
    BEG. 2'-6" C&G
    -Y-+44,55' RT
    BEG. 6" CURB
    DO NOTDAMAGE OR
    REMOVE EXI STI NG
    CROSSWALK
    PI -L- Sta. 20+19.56
    BEGI N MI LL& FI LL
    -L- 18+00.00
    -L- +40, 29'LT
    END 6" CURB
    -L-+38. 4,23' LT
    END 2' -6"C&G
    -L-+45. 6,45' LT
    END SI DEWALK
    WCR
    AVOID EXIST.
    MANHOLE
    MONOLITHIC
    ISLAND
    YL CNL
    EXI STI NG
    PROP32 R/W MONUMENT
    +36, END
    2'-6" C&G, 5' SW
    -L- +40.61
    Existing R/W
    -L-
    38.92' RT
    RETAIN
    0401 CB
    18" RCP-III
    0402
    REMOVE 18" RCP
    +25, BEGIN
    2'-6" C&G
    5' SIDEWALK
    C
    18" RCP-I I I
    2GI FENCE
    0424
    CB
    2GI
    0418
    100' TAPER
    RESET EX.
    CHAIN LINK
    FENCE
    REPLACE MEDIAN
    IN KIND SEE UTILITY
    PLANS FOR LOCATION
    -L- +65.00
    1
    75.00' RT
    STATE OF NORTH CAROLINA
    DB 3088 PG 793
    MB 25 PG 111
    EI P PROP48
    S 82°1 8'1 8"E
    73.57'
    PERI O PP49
    SHIV & RAJ LLC
    REMOVE
    15" RCP-III
    0403
    0406
    REMOVE
    C1B5" RCP
    CB
    15" RCP
    FENCE
    18" RCP-III
    20' GRADE
    2GI
    TO DRAIN 0404
    18"
    RCP-I I I
    20'
    REMPEORIOVPP4E2
    2GI
    18"
    RCP-I I I
    GRADEExisting R/W V 2A GRIIGESRADE
    TO DRAIN 22'
    TO DRAIN
    15" RCP-III
    REMOVE
    22'
    CEIPPROP52
    34'
    WEST 5TH ST0409
    0417
    CB
    15"
    5' SIDEWALK RCP-I I I
    C
    C
    0408
    2GI
    38'
    BL-2
    REMOVE
    500' STORAGE
    0405
    2
    TAYLOR CAPITAL LLC
    DB 2962 PG 170
    EI P PROP434
    0407
    REMOVE
    -L- +00.00
    75.00' RT
    4
    PROP51
    EIP REMOVE
    +52, BEGIN
    8"x12" GUTTER
    GRADE
    TO DRAIN
    +15.00
    83.5' RT
    -Y- +50.67
    -88.43' LT
    MTL CAN
    REMOVE
    1S BK
    BUS
    3
    LIONS HOUSE LLC
    DB 4432 PG 746
    GRADE TO DRAIN
    DO NOT DISTURB
    -Y- +00.00
    THE UNDERGROUND
    -85.0' LT
    STORAGE
    REPLACE EXISTING
    TANKS' CANOPY GUTTER
    0411
    TIGERS PROPERTIES LLC
    DB 3989 PG 2
    S 87°43'35"E
    48.31 '
    S 87°44'09"E
    1 30.30'
    1S BK
    +B0U7S, END
    8"x12" GUTTER
    FENCE
    +04, END
    2'-6" C&G
    -Y- +53.10
    5' SIDEWALK -50.0'LT
    N 86°03'1 3"W END TIP PROJECT U-5730
    1 49.02'
    0410 PIPE
    COLLAR
    15"
    RCP-III
    WCR
    2
    58.92
    57'
    R
    S
    RETAIN
    0412
    R
    R 45'
    57'
    WCR
    40'
    +28
    F
    C
    40'
    11'+ 107 '9 11'
    REMOVE &
    REPLACE W/
    TB JB W/MH
    18"RCP S
    R2' +27
    R 1'
    WCR
    5'SI DEWALK
    R3'
    C
    TYP
    RETAI N
    R8'
    -L- +30.00
    55.0' RT
    -L- +25.00
    EX. R/W RT
    RETAIN DI
    -Y- +23.58
    65.00' RT
    -L- +36.49
    38.95' RT BL-R3
    -L- +90.87
    48.84' RT
    -L- +89.92
    55.43 RT
    -L- +35.77
    55.43 RT
    40'
    6
    60.90
    -Y- +00.00
    65.00'RT 1S BLK
    +28, BEGIN
    BUS
    2'-6" C&G
    5' SIDEWALK
    -L- +57.41
    38.78' RT
    R3
    53.05
    PROP30
    EXI STI NG
    R/W MONUM -LEN-T+91.16
    270'FUT -. L2-8.+0901' R.1T5
    TAPER38.51' RT
    -L- +77.98
    38.62' RT
    -L- +68.50
    60.30' RT
    -L- +65.79
    55.00' RT
    -L- +54.15
    7
    65.19' RT
    -L- +48.90
    55.00' RT
    -L- +40
    70.0' RT
    S 86°38'29"W
    55.21 '
    BY-6 RN EC TAGIS N "LUPTON"
    5
    -Y- +50.00
    EX. R/W RT
    TI GERS PROPERTI ES LLC
    DB 4095 PG 685
    MB 37 PG 52
    Existing R/W
    CHERYL WALTERS
    DB 21 63 PG 375
    MB 8 PG 4
    S 86°38'29"W
    55.00'
    WEST 5TH ST
    PROP31
    EIP
    1SFD
    1SFD
    S 86°38'29"W
    55.00'
    S 86°38'29"W
    55.00'
    DB 3864 PG 575
    -Y- POT Sta. 12+03.61
    POT -L- Sta. 23+79.10
    -L-
    LOYBI Z PROPERTI ES LLC
    DB 4227 PG 482
    MB 8 PG 4
    N 85°34'23"W
    252.20'
    PROP46N 85°51 '42"W
    EIP
    72.55'
    N 82°33'04"W
    1 53.1 6'
    N 81 °31 '20"W
    1 48.86'
    POT -Y- Sta. 10+00.00
    6
    FENCE
    BY-5
    5
    67.02
    S 2 75 39 °4 .2 45 '0 '9"E
    GOLD PLASMA LLC
    DB 3767 PG 31
    MB 42 PG 1 1
    DENOTES CONCRETE REMOVAL
    N 3 71 3 9° . 4 34 7' ' 01"W
    SEE SHEET 2A-3 FOR PEDESTRIAN ISLAND DETAILS
    SEE SHEET 4A FOR EXISTING UTILITIES
    SEE SHEET 5 FOR PROFILES
    This is the opportunity summary page. It provides an overview of this opportunity and a preview of the attached documentation.
    Daily notification on new contract opportunities

    With GovernmentContracts, you can:

    • Find more opportunities and win more business
    • Receive daily alerts for all new bid opportunities
    • Get contract opportunities matched to your business
    ONE WEEK FREE TRIAL

    See also

    PIRATE'S COVE DRAINAGE IMPROV...

    ...PIRATE'S COVE DRAINAGE IMPROVEMENTS Reference number: DRA-MG-0826 Closing date: August 06, 2026, 03:00 ...

    City of Wilmington

    Bid Due: 8/06/2026

    Storm Drainage Video Inspecti...

    ...Project: Storm Drainage Video Inspection and Pipe Cleaning Ref. #: 269-2026-225 Department: City...

    City of Charlotte

    Bid Due: 7/27/2026

    Storm Drainage Video Inspecti...

    ...Project: Storm Drainage Video Inspection and Pipe Cleaning Ref. #: 269-2026-225 Department: City...

    City of Charlotte

    Bid Due: 7/27/2026

    FY26 Multi-Area Stormwater Dr...

    ...Follow FY26 Multi-Area Stormwater Drainage Repairs Active Contract Opportunity Notice ID...

    DEPT OF DEFENSE

    Bid Due: 7/31/2026

    * Disclaimer: Information regarding bids, requests for proposals (RFPs), or requests for qualifications (RFQs) is provided on this website only for convenience and does not constitute official public notice. Persons wishing to respond to or inquire about bids, RFPs, or RFQs should contact the appropriate government department.
    © 2000-2026 GovernmentContracts. All rights reserved.