DG00683 (WBS# BP7.R009.3) GRADING, DRAINAGE, PAVING AND STRUCTURE REPLACEMENT OF BRIDGE NO 11 OVER ENO RIVER ON SR 1336 (HALLS MILL RD)

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JOSH STEIN DANIEL H. JOHNSON
GOVERNOR SECRE TARY
March 25, 2026
NOTICE TO PROSPECTIVE BIDDERS
Subject: Invitation to Bid
Division Seven
CONTRACT ID: DG00683
WBS ELEMENT NO.: BP7.R009.3
COUNTY: ORANGE COUNTY
ROUTE: SR 1336 (HALLS MILL RD)
LOCATION: BRIDGE NO. 11 OVER ENO RIVER
TYPE OF WORK: GRADING, DRAINAGE, PAVING AND STRUCTURE REPLACEMENT
BID OPENING: APRIL 16, 2026, AT 2:00 PM
The date of availability for this project is May 13, 2026.
The completion date for this project is October 30, 2027.
There is NO MBE/WBE Goal for this project.
The North Caolina Department of Transportation is requesting bids for grading, drainage, paving and
structure replacement of bridge no. 11 over Eno River in Orange County, NC. All quantities are
estimates. The Contractor shall furnish labor, equipment and materials.
Contractor's bidding on NCDOT contracts must sign up for the Interested Parties List for each
project they intend to submit a bid. As part of this requirement, Contractors must sign up for the
Interested Parties List no later than one business day prior to the Letting Date.
The North Carolina Department of Transportation, in accordance with the provisions of Title VI of the Civil
Rights of 1964 (78 Stat. 252) and the Regulations of the Department of Transportation (49 C.F.R., Part 21),
issued pursuant to such act, hereby notifies all bidders that it will affirmatively ensure that the contract
entered into pursuant to this notice will be awarded to the lowest responsible bidder without discrimination
on the grounds of sex, race, color, or national origin.
BID OPENING
Electronic bids must be received in Bid Express, by 2:00 on April 16, 2026. Bids will be opened and
publicly read at NCDOT Division 7 Office, 1584 Yanceyville Street, Greensboro, NC at the above date,
shortly after the time that the bids submissions are due. The As-Read Bids Summaries will be posted within
48 hours of the bid opening. Results will not be provided by any other means than posting to the website.
The public letting will be held via conference call. You may join the conference call just prior to 2:00 pm
on 4/16/2026. Please dial (919) 250-7881, announce name and company name when prompted.
Mailing Address: Telephone: (336) 487-0075 Location:
NC DEPARTMENT OF TRANSPORTATION Fax: (336) 334-3637 1584 YANCEYVILLE STREET
DIVISION OF HIGHWAYS DIVISION 7 Customer Service: 1-877-368-4968 GREENSBORO, NC 27405
PO BOX 14996
GREENSBORO, NC 27415-4996
Website: www.ncdot.gov

ELECTRONIC BIDDING
Electronic bidding is required through Bid Express(R). Their website is bidx.com
For electronic bidding, the following files will be located on bidx.com, exclusively. These files will not be
included on the Bidding & Letting site on Connect.NCDOT.gov:
* EBSX files
* DBE_NC.BIN files
* EBSX addenda files
Do NOT submit bids for the project let by Division 7 to the NCDOT Statewide Project Letting Office.
Bidx related questions should be directed to Jaci Kincaid at (919) 707-6920.
Note: It takes a few minutes for Division staff to download the electronic bids before those can be read. The
download does not start until 2:00 PM on the day of the letting.
BID DOCUMENTS
The contract proposal, plans and supplemental project information are available online at:
https://connect.ncdot.gov/letting/Pages/Division.aspx.
The printing of all bid-related documents, including the proposal, plans and any supplemental project
information shall be the responsibility of the bidder. Division 7 no longer provides hard copies of bid
documents.
PREQUALIFYING TO BID
All prospective bidders shall be prequalified with the Department of Transportation prior to submitting a bid.
Contractors who are not prequalified may obtain information and forms for prequalifying from the
Contractual Services Unit, Division of Highways, Department of Transportation, 1509 Mail Service Center,
Raleigh, NC. All required prequalification statements and documents shall be filed with the Contractual
Services Unit at least four weeks prior to the date of opening bids.
Applications and details on becoming a prequalified Bidder or PO Prime contractor can also be found at
https://connect.ncdot.gov/business/prequal/pages/default.aspx.
DIVISION CONTACT
Questions shall be emailed to Jennifer Sour at jsour@ncdot.gov 7 calendar days prior to the bid
opening. Contact with any other NCDOT personnel concerning this project is strictly prohibited and
will result in bids being considered non-responsive.
Regards,
Jennifer A. Sour
DIVISION CONTRACT ENGINEER
JAS
cc: file
ec: W. R. Archer, III, PE M. P. Whitley, PE B. Cvijetic, PE B.K. Ketner, PE
S. Robinson, PE S.D. Dixon J. Howell QMS Lab
Plan Rooms Prospective Bidders

DG00683 T-1 Orange County
Mar 23, 2026 7:47 AM ITEMIZED PROPOSAL FOR CONTRACT NO. DG00683 Page 1 of 7
Line Item Number Sec Description Quantity Unit Cost Amount
# #
STRUCTURE ITEMS
0001 0000100000-N 800 MOBILIZATION Lump Sum L.S.
0002 0000400000-N 801 CONSTRUCTION SURVEYING Lump Sum L.S.
0003 0001000000-E 200 CLEARING & GRUBBING .. ACRE(S) Lump Sum L.S.
0004 0008000000-E 200 SUPPLEMENTARY CLEARING & 1
GRUBBING ACR
0005 0022000000-E 225 UNCLASSIFIED EXCAVATION 400
CY
0006 0036000000-E 225 UNDERCUT EXCAVATION 200
CY
0007 0106000000-E 230 BORROW EXCAVATION 7,200
CY
0008 0134000000-E 240 DRAINAGE DITCH EXCAVATION 340
CY
0009 0156000000-E 250 REMOVAL OF EXISTING ASPHALT 570
PAVEMENT SY
0010 0177000000-E 250 BREAKING OF EXISTING ASPHALT 710
PAVEMENT SY
0011 0194000000-E 265 SELECT GRANULAR MATERIAL, 150
CLASS III CY
0012 0196000000-E 270 GEOTEXTILE FOR SOIL 150
STABILIZATION SY
0013 0248000000-N SP GENERIC GRADING ITEM Lump Sum L.S.
(TYPE I BRIDGE APPROACH FILL, STA
15+27)
0014 0318000000-E 300 FOUNDATION CONDITIONING 40
MATERIAL, MINOR STRUCTURES TON
0015 0321000000-E 300 FOUNDATION CONDITIONING 120
GEOTEXTILE SY
0016 0335200000-E 305 15" DRAINAGE PIPE 56
LF
0017 0335300000-E 305 18" DRAINAGE PIPE 104
LF

DG00683 T-2 Orange County
Mar 23, 2026 7:47 AM ITEMIZED PROPOSAL FOR CONTRACT NO. DG00683 Page 2 of 7
Line Item Number Sec Description Quantity Unit Cost Amount
# #
0018 0335500000-E 305 30" DRAINAGE PIPE 60
LF
0019 0448300000-E 310 18" RC PIPE CULVERTS, CLASS IV 84
LF
0020 0582000000-E 310 15" CS PIPE CULVERTS, 0.064" THICK 48
LF
0021 0636000000-E 310 **" CS PIPE ELBOWS, *****" THICK 2
(15", 0.064") EA
0022 0995000000-E 340 PIPE REMOVAL 118
LF
0023 1011000000-N 500 FINE GRADING Lump Sum L.S.
0024 1099500000-E 505 SHALLOW UNDERCUT 100
CY
0025 1099700000-E 505 CLASS IV SUBGRADE STABILIZATION 200
TON
0026 1112000000-E 505 GEOTEXTILE FOR SUBGRADE 300
STABILIZATION SY
0027 1121000000-E 520 AGGREGATE BASE COURSE 100
TON
0028 1220000000-E 545 INCIDENTAL STONE BASE 20
TON
0029 1297000000-E 607 MILLING ASPHALT PAVEMENT, ***" 740
DEPTH SY
(1.5")
0030 1330000000-E 607 INCIDENTAL MILLING 320
SY
0031 1491000000-E 610 ASPHALT CONC BASE COURSE, TYPE 530
B25.0C TON
0032 1503000000-E 610 ASPHALT CONC INTERMEDIATE 480
COURSE, TYPE I19.0C TON
0033 1519000000-E 610 ASPHALT CONC SURFACE COURSE, 570
TYPE S9.5B TON
0034 1575000000-E 620 ASPHALT BINDER FOR PLANT MIX 85
TON

DG00683 T-3 Orange County
Mar 23, 2026 7:47 AM ITEMIZED PROPOSAL FOR CONTRACT NO. DG00683 Page 3 of 7
Line Item Number Sec Description Quantity Unit Cost Amount
# #
0035 2000000000-N 806 RIGHT-OF-WAY MARKERS 4
EA
0036 2286000000-N 840 MASONRY DRAINAGE STRUCTURES 2
EA
0037 2367000000-N 840 FRAME WITH TWO GRATES, STD 1
840.29 EA
0038 2556000000-E 846 SHOULDER BERM GUTTER 35
LF
0039 3030000000-E 862 STEEL BEAM GUARDRAIL 200
LF
0040 3045000000-E 862 STEEL BEAM GUARDRAIL, SHOP 50
CURVED LF
0041 3150000000-N 862 ADDITIONAL GUARDRAIL POSTS 5
EA
0042 3195000000-N 862 GUARDRAIL END UNITS, TYPE AT-1 1
EA
0043 3215000000-N 862 GUARDRAIL ANCHOR UNITS, TYPE III 4
EA
0044 3287000000-N 862 GUARDRAIL END UNITS, TYPE TL-3 3
EA
0045 3628000000-E 876 RIP RAP, CLASS I 50
TON
0046 3635000000-E 876 RIP RAP, CLASS II 50
TON
0047 3649000000-E 876 RIP RAP, CLASS B 412
TON
0048 3656000000-E 876 GEOTEXTILE FOR DRAINAGE 1,088
SY
0049 4072000000-E 903 SUPPORTS, 3-LB STEEL U-CHANNEL 224
LF
0050 4102000000-N 904 SIGN ERECTION, TYPE E 28
EA
0051 4155000000-N 907 DISPOSAL OF SIGN SYSTEM, U- 14
CHANNEL EA

DG00683 T-4 Orange County
Mar 23, 2026 7:47 AM ITEMIZED PROPOSAL FOR CONTRACT NO. DG00683 Page 4 of 7
Line Item Number Sec Description Quantity Unit Cost Amount
# #
0052 4400000000-E 1110 WORK ZONE SIGNS (STATIONARY) 557
SF
0053 4405000000-E 1110 WORK ZONE SIGNS (PORTABLE) 96
SF
0054 4410000000-E 1110 WORK ZONE SIGNS (BARRICADE 141
MOUNTED) SF
0055 4420000000-N 1120 PORTABLE CHANGEABLE MESSAGE 3
SIGN EA
0056 4435000000-N 1135 CONES 26
EA
0057 4445000000-E 1145 BARRICADES (TYPE III) 112
LF
0058 4455000000-N 1150 FLAGGER 9
DAY
0059 4650000000-N 1251 TEMPORARY RAISED PAVEMENT 15
MARKERS EA
0060 4685000000-E 1205 THERMOPLASTIC PAVEMENT 2,812
MARKING LINES (4", 90 MILS) LF
0061 4709000000-E 1205 THERMOPLASTIC PAVEMENT 34
MARKING LINES (24", 90 MILS) LF
0062 4770000000-E 1205 COLD APPLIED PLASTIC PAVEMENT 660
MARKING LINES, TYPE ** (4") LF
(2)
0063 4810000000-E 1205 PAINT PAVEMENT MARKING LINES (4") 15,200
LF
0064 6000000000-E 1605 TEMPORARY SILT FENCE 1,175
LF
0065 6006000000-E 1610 STONE FOR EROSION CONTROL, 175
CLASS A TON
0066 6009000000-E 1610 STONE FOR EROSION CONTROL, 615
CLASS B TON
0067 6012000000-E 1610 SEDIMENT CONTROL STONE 195
TON
0068 6015000000-E 1615 TEMPORARY MULCHING 4.5
ACR

DG00683 T-5 Orange County
Mar 23, 2026 7:47 AM ITEMIZED PROPOSAL FOR CONTRACT NO. DG00683 Page 5 of 7
Line Item Number Sec Description Quantity Unit Cost Amount
# #
0069 6018000000-E 1620 SEED FOR TEMPORARY SEEDING 300
LB
0070 6021000000-E 1620 FERTILIZER FOR TEMPORARY 1.5
SEEDING TON
0071 6024000000-E 1622 TEMPORARY SLOPE DRAINS 200
LF
0072 6029000000-E SP SAFETY FENCE 660
LF
0073 6030000000-E 1630 SILT EXCAVATION 900
CY
0074 6036000000-E 1631 MATTING FOR EROSION CONTROL 9,350
SY
0075 6037000000-E 1629 COIR FIBER MAT 100
SY
0076 6042000000-E 1632 1/4" HARDWARE CLOTH 100
LF
0077 6048000000-E SP FLOATING TURBIDITY CURTAIN 55
SY
0078 6071002000-E 1642 FLOCCULANT 160
LB
0079 6084000000-E 1660 SEEDING & MULCHING 6
ACR
0080 6087000000-E 1660 MOWING 3
ACR
0081 6090000000-E 1661 SEED FOR REPAIR SEEDING 50
LB
0082 6093000000-E 1661 FERTILIZER FOR REPAIR SEEDING 0.25
TON
0083 6096000000-E 1662 SEED FOR SUPPLEMENTAL SEEDING 100
LB
0084 6108000000-E 1665 FERTILIZER TOPDRESSING 3
TON
0085 6114500000-N 1667 SPECIALIZED HAND MOWING 10
MHR

DG00683 T-6 Orange County
Mar 23, 2026 7:47 AM ITEMIZED PROPOSAL FOR CONTRACT NO. DG00683 Page 6 of 7
Line Item Number Sec Description Quantity Unit Cost Amount
# #
0086 6117000000-N 1675 RESPONSE FOR EROSION CONTROL 25
EA
0087 6117500000-N SP CONCRETE WASHOUT STRUCTURE 1
EA
0088 6123000000-E 1670 REFORESTATION 0.1
ACR
0089 6132000000-N SP GENERIC EROSION CONTROL ITEM 6
(FABRIC INSERT INLET PROTECTION EA
CLEANOUT)
0090 6132000000-N SP GENERIC EROSION CONTROL ITEM 2
(FABRIC INSERT INLET PROTECTION) EA
0091 6132000000-N SP GENERIC EROSION CONTROL ITEM 5
(PREFABRICATED CONCRETE EA
WASHOUT)
0092 8035000000-N 402 REMOVAL OF EXISTING STRUCTURE Lump Sum L.S.
AT STATION ************
(STA 15+27 L)
0093 8065000000-N SP ASBESTOS ASSESSMENT Lump Sum L.S.
0094 8105520000-E 411 3'-0" DIA DRILLED PIERS IN SOIL 63
LF
0095 8105620000-E 411 3'-0" DIA DRILLED PIERS NOT IN SOIL 63
LF
0096 8115000000-N 411 CSL TESTING 2
EA
0097 8121000000-N 412 UNCLASSIFIED STRUCTURE Lump Sum L.S.
EXCAVATION AT STATION ********
(STA 15+27 L)
0098 8182000000-E 420 CLASS A CONCRETE (BRIDGE) 91.9
CY
0099 8210000000-N 422 BRIDGE APPROACH SLABS, STATION Lump Sum L.S.
************
(STA 15+27 L)
0100 8217000000-E 425 REINFORCING STEEL (BRIDGE) 26,507
LB
0101 8238000000-E 425 SPIRAL COLUMN REINFORCING 3,443
STEEL (BRIDGE) LB

DG00683 T-7 Orange County
Mar 23, 2026 7:47 AM ITEMIZED PROPOSAL FOR CONTRACT NO. DG00683 Page 7 of 7
Line Item Number Sec Description Quantity Unit Cost Amount
# #
0102 8328200000-E 450 PILE DRIVING EQUIPMENT SETUP 14
FOR *** STEEL PILES EA
(12 X 53)
0103 8364000000-E 450 HP 12 X 53 STEEL PILES 315
LF
0104 8391000000-N 450 STEEL PILE POINTS 14
EA
0105 8394000000-N 450 DYNAMIC PILE TESTING 1
EA
0106 8475000000-E 460 TWO BAR METAL RAIL 265.5
LF
0107 8517000000-E 460 1'-**" X *****" CONCRETE PARAPET 280.5
(1'-2" X 2'- 91/2") LF
0108 8608000000-E 876 RIP RAP CLASS II (2'-0" THICK) 715
TON
0109 8622000000-E 876 GEOTEXTILE FOR DRAINAGE 795
SY
0110 8657000000-N 430 ELASTOMERIC BEARINGS Lump Sum L.S.
0111 8763000000-E 430 3'-0" X 2'-0" PRESTRESSED CONC 1,820
CORED SLABS LF
0747/Mar23/Q71423.25/D466922342000/E111 Total Amount Of Bid For Entire Project :