Sealing Existing Pavement Cracks with Type 2 PS/AR Hot Poured Rubber Asphalt, in Bertie, Camden, Currituck, Hertford, Hyde, Martin, Northampton, & Pasquotank, Counties

DA00669 STATE
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
HIGHWAY DIVISION 1
SMALL BUSINESS ENTERPRISE PROPOSAL
DATE AND TIME OF BID OPENING: MAY 6, 2026 AT 2:00 PM
CONTRACT ID: DA00669
WBS ELEMENT NO.: 2026CPT.01.18.10082, ETC.
FEDERAL AID NO.: STATE FUNDED
COUNTY: BERTIE, CAMDEN, CURRITUCK, HERTFORD, HYDE, MARTIN,
NORTHAMPTON AND PASQUOTANK
TIP NO.: N/A
MILES: 116.562
ROUTE NO.: VARIOUS PRIMARY & SECONDARY ROUTES
LOCATION: 15 SECTIONS OF PRIMARY ROADS AND 3 SECTIONS OF
SECONDARY ROADS
TYPE OF WORK: SEALING EXISTING PAVEMENT CRACKS WITH TYPE 2 PS/AR
HOT POURED RUBBER ASPHALT
NOTICE:
UNDER THE PROVISIONS OF THIS PROGRAM, A N.C. GENERAL CONTRACTOR'S LICENSE IS NOT
REQUIRED AND CONTRACT PAYMENT AND CONTRACT PERFORMANCE BONDS IS NOT
REQUIRED. BIDDERS SHALL ALSO COMPLY WITH ALL OTHER APPLICABLE LAWS, INCLUDING
BUT NOT LIMITED TO, THOSE REGULATING THE PRACTICES OF ELECTRICAL, PLUMBING,
HEATING AND AIR CONDITIONING AND REFRIGERATION CONTRACTING AS CONTAINED IN
CHAPTER 87 OF THE GENERAL STATUTES OF NORTH CAROLINA.
THIS IS A ROADWAY PROJECT. BID BOND IS NOT REQUIRED.
NAME OF BIDDER
ADDRESS OF BIDDER

DA00669 STATE
PROPOSAL FOR THE CONSTRUCTION OF
CONTRACT No. DA00669 IN BERTIE, CAMDEN, CURRITUCK, HERTFORD, HYDE, MARTIN,
NORTHAMPTON AND PASQUOTANK COUNTIES, NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION,
RALEIGH, NORTH CAROLINA
The Bidder has carefully examined the location of the proposed work to be known as Contract No. DA00669; has
carefully examined the plans and specifications, which are acknowledged to be part of the proposal, the special
provisions, the proposal, the form of contract; and thoroughly understands the stipulations, requirements and
provisions. The undersigned bidder agrees to be bound upon his execution of the bid and subsequent award to him
by the Department of Transportation in accordance with this proposal. Payment and performance bonds are not
required on this project. The undersigned Bidder further agrees to provide all necessary machinery, tools, labor, and
other means of construction; and to do all the work and to furnish all materials, except as otherwise noted, necessary
to perform and complete the said contract in accordance with the 2024 Standard Specifications for Roads and
Structures by the dates(s) specified in the Project Special Provisions and in accordance with the requirements of the
Engineer, and at the unit or lump sum prices, as the case may be, for the various items given on the sheets contained
herein.
The Bidder shall provide and furnish all the materials, machinery, implements, appliances and tools, and perform the
work and required labor to construct and complete Contract No. DA00669 in Bertie, Camden, Currituck, Hertford,
Hyde, Martin, Northampton and Pasquotank Counties, for the unit or lump sum prices, as the case may be, bid by
the Bidder in his bid and according to the proposal, plans, and specifications prepared by said Department, which
proposal, plans, and specifications show the details covering this project, and hereby become a part of this contract.
The published volume entitled North Carolina Department of Transportation, Raleigh, Standard Specifications for
Roads and Structures, January 2024 with all amendments and supplements thereto, is by reference incorporated into
and made a part of this contract; that, except as herein modified, all the construction and work included in this contract
is to be done in accordance with the specifications contained in said volume, and amendments and supplements thereto,
under the direction of the Engineer.
If the proposal is accepted and the award is made, the contract is valid only when signed either by the Contract Officer
or such other person as may be designated by the Secretary to sign for the Department of Transportation. The
conditions and provisions herein cannot be changed except over the signature of the said Contract Officer or Division
Engineer.
The quantities shown in the itemized proposal for the project are considered to be approximate only and are given as
the basis for comparison of bids. The Department of Transportation may increase or decrease the quantity of any item
or portion of the work as may be deemed necessary or expedient.
An increase or decrease in the quantity of an item will not be regarded as sufficient ground for an increase or decrease
in the unit prices, nor in the time allowed for the completion of the work, except as provided for the contract.

DA00669 STATE
TABLE OF CONTENTS
COVER SHEET
PROPOSAL SHEET
PROJECT SPECIAL PROVISIONS
SMALL BUSINESS ENTERPRISE (SBE) CONTRACT: ........................................................ G-1
INTERESTED PARTIES LIST NOT REQUIRED: .................................................................. G-1
BOND REQUIREMENTS - No Bonds Required...................................................................... G-1
HAUL ROADS: .......................................................................................................................... G-2
CONTRACT TIME AND LIQUIDATED DAMAGES: ........................................................... G-2
INTERMEDIATE CONTRACT TIME NUMBER 1 AND LIQUIDATED DAMAGES: ....... G-2
INTERMEDIATE CONTRACT TIME NUMBER 2 AND LIQUIDATED DAMAGES: ....... G-4
NO MAJOR CONTRACT ITEMS:............................................................................................ G-4
NO SPECIALTY ITEMS: .......................................................................................................... G-4
FUEL PRICE ADJUSTMENT PAPER BID: ............................................................................ G-4
SMALL BUSINESS ENTERPRISE: ......................................................................................... G-6
RESTRICTIONS ON ITS EQUIPMENT AND SERVICES: .................................................... G-6
USE OF UNMANNED AIRCRAFT SYSTEM (UAS): ............................................................ G-6
EQUIPMENT IDLING GUIDELINES: ..................................................................................... G-6
COOPERATION BETWEEN CONTRACTORS: ..................................................................... G-7
OUTSOURCING OUTSIDE THE USA: ................................................................................... G-7
NOTES TO CONTRACTOR: .................................................................................................... G-8
ROADWAY .................................................................................................................................R-1
STANDARD SPECIAL PROVISIONS
AVAILABILITY OF FUNDS - TERMINATION OF CONTRACTS ..................................SSP-1
ERRATA..................................................................................................................................SSP-2
PLANT AND PEST QUARANTINES ...................................................................................SSP-5
MINIMUM WAGES ...............................................................................................................SSP-6
TITLE VI AND NONDISCRIMINATION: ...........................................................................SSP-7
ON-THE-JOB TRAINING ....................................................................................................SSP-16
UNIT PROJECT SPECIAL PROVISIONS
TRAFFIC CONTROL .............................................................................................................. TC-1
SIGNATURE SHEETS AND FORMS .................................................................................... S-1
BID/PAY ITEM SHEETS ......................................................................................................... T-1
DOT EXECUTION SHEET .................................................................................................... U-1

DA00669 STATE
INSTRUCTIONS TO BIDDERS
PLEASE READ ALL INSTRUCTIONS CAREFULLY
BEFORE PREPARING AND SUBMITTING YOUR BID.
All bids shall be prepared and submitted in accordance with the following requirements. Failure to
comply with any requirement may cause the bid to be considered irregular and may be grounds for
rejection of the bid.
TRADITIONAL PAPER BIDS:
1. Small Business Enterprise bidders shall submit a SBE Application for Certification Form within the NC
Online Certification System on the Department's website and have been approved by the Office of Civil
Rights prior to bidding. The SBE shall submit this form for approval at a minimum of one week prior to
bidding.
2. Download the entire proposal from the Connect NCDOT website and return the entire proposal with your
bid.
3. In accordance with Article 102-3 of the Standard Specifications, registration on the Interested Parties List
is required unless SP1 G02 Interested Parties List Not Required provision is included in the proposal.
4. All entries on the itemized proposal sheet (bid form) shall be written in ink or typed.
5. The Bidder shall submit a unit price for every item on the itemized proposal sheet. The unit prices for the
various contract items shall be written in figures. Unit prices shall be rounded off by the Bidder to contain
no more than FOUR decimal places.
6. An amount bid shall be entered on the itemized proposal sheet for every item. The amount bid for each item
shall be determined by multiplying each unit bid by the quantity for that item, and shall be written in figures
in the "Amount" column of the form.
7. The total amount bid shall be written in figures in the proper place on the bid form. The total amount bid
shall be determined by adding the amounts bid for each item.
8. Changes to any entry shall be made by marking through the entry in ink and making the correct entry
adjacent thereto in ink. A representative of the Bidder shall initial the change in ink. Do not use correction
fluid, correction tape or similar product to make corrections.
9. The bid shall be properly executed on the included Execution of Bid - Non-collusion, Debarment and
Gift Ban Certification form. All bids shall show the following information:
a. Name of corporation, partnership, Limited Liability Company, joint venture, individual or firm,
submitting bid.
Corporations that have a corporate seal shall include it on the bid, otherwise write your corporations
name in the seal location.
b. Name of individual or representative submitting bid and position or title held on behalf of the bidder.
c. Name, signature, and position or title of witness.
10. The bid shall not contain any unauthorized additions, deletions, or conditional bids.
11. The Bidder shall not add any provision reserving the right to accept or reject an award, or to enter into a
contract pursuant to an award.
12. THE PROPOSAL WITH THE ITEMIZED PROPOSAL SHEET ATTACHED SHALL BE PLACED
IN A SEALED ENVELOPE AND SHALL BE DELIVERED TO AND RECEIVED IN THE NCDOT
DIVISION OFFICE, LOCATED AT 113 Airport Drive, Suite 100 Edenton, NC 27932, BY 2:00 PM
ON, May 6, 2026.
13. The sealed bid must display the following statement on the front of the sealed envelope:
QUOTATION FOR - CONTRACT ID DA00669 - SEALING EXISTING PAVEMENT CRACKS
WITH TYPE 2 PS/AR HOT POURED RUBBER ASPHALT AT VARIOUS LOCATIONS TO BE
OPENED AT 2:00 PM ON, MAY 6, 2026.
Continued, Next Page

DA00669 STATE
As well as the following information:
a. Name of corporation, partnership, Limited Liability Company, joint venture, individual or firm,
submitting bid.
b. Name of individual or representative submitting bid and position or title held on behalf of the bidder.
c. Address of corporation, partnership, Limited Liability Company, joint venture, individual or firm,
submitting bid.
d. SAP Vendor Number of corporation, partnership, Limited Liability Company, joint venture, individual
or firm, submitting bid.
e. Contractor License Number, if available, of corporation, partnership, Limited Liability Company, joint
venture, individual or firm, submitting bid.
14. If delivered by mail, the sealed envelope shall be placed in another sealed envelope and the outer envelope
shall be addressed as follows:
N. C. DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS, DIVISION 1
ATTN: Mark S. Winslow
113 Airport Drive, Suite 100
Edenton, NC 27932
15. Questions should be emailed 7 calendar days prior to the bid opening to Mark S. Winslow at
mswinslow@ncdot.gov. Contact with any other NCDOT personnel concerning this project is strictly
prohibited, unless otherwise noted, and may result in bids being considered non-responsive.

DA00669 G-1 STATE
PROJECT SPECIAL PROVISIONS
GENERAL
SMALL BUSINESS ENTERPRISE (SBE) CONTRACT:
The Department of Transportation does not exclude any person from participation in, deny any person
the benefits of, or otherwise discriminate against anyone in connection with the award and
performance of any contract covered by this program on the basis of race, color, sex, political
affiliation/influence, or national origin.
This is a SBE contract and to qualify for the NCDOT SBE Program a firm must have an annual gross
income of $1,500,000 or less, exclusive of materials.
Only contractors currently certified as a SBE Contractor by the Contractual Services Unit of
NCDOT and is listed in the Directory of Transportation Firms at bid opening will be eligible
for award of this project.
Prospective bidders who qualify for the SBE Program and are not currently certified should
submit a completed application packet to NCDOT Contractual Services.
Additional information on the program may be obtained online at:
http://www.ncdot.org/business/ocs/sbe/
Per G.S. 136-28.10, a NC General Contractor's License and Contract Performance & Payment Bonds
may be waived for SBE contracts. For this project, the NC General Contractor's License and Contract
Performance & Payment Bonds will be waived.
INTERESTED PARTIES LIST NOT REQUIRED:
(6-21-22)(Rev. 2-20-24) 102 SP1 G02
Revise the Standard Specifications as follows:
The Interested Parties List sign up process is not applicable to this contract.
Page 1-13, Article 102-3 PROPOSALS AND INTERESTED PARTIES LIST, lines 12-15,
delete the first paragraph.
Page 1-14, Article 102-8 PREPARATION AND SUBMISSION OF BIDS, lines 43-44, delete
the first sentence of the first paragraph.
BOND REQUIREMENTS - No Bonds Required
(6-1-16)(Rev. 1-16-24) SPD 01-420B
The provisions of Articles 102-10 and 103-7 of the Standard Specifications are waived for this
project. No bonds required.

DA00669 G-2 STATE
HAUL ROADS:
(7-16-24) 105 SP1 G04
Revise the Standard Specifications as follows:
Page 1-45, Article 105-15 RESTRICTION OF LOAD LIMITS, line 31, add the following after
second sentence of the second paragraph:
At least 30 days prior to use, the Contractor shall notify the Engineer of any public road proposed
for use as a haul road for the project.
CONTRACT TIME AND LIQUIDATED DAMAGES:
(7-1-95) (Rev. 12-18-07) 108 SP1 G10 A
The date of availability for this contract is October 5, 2026.
The completion date for this contract is November 19, 2027.
Except where otherwise provided by the contract, observation periods required by the contract will
not be a part of the work to be completed by the completion date and/or intermediate contract times
stated in the contract. The acceptable completion of the observation periods that extend beyond
the final completion date shall be a part of the work covered by the performance and payment
bonds.
The liquidated damages for this contract are Six Hundred Dollars ($ 600.00) per calendar day.
INTERMEDIATE CONTRACT TIME NUMBER 1 AND LIQUIDATED DAMAGES:
(2-20-07) 108 SP1 G14 A
The Contractor shall complete the required work of installing, maintaining, and removing the
traffic control devices for lane closures and restoring traffic to the existing traffic pattern. The
Contractor shall not close or narrow a lane of traffic on ANY ROAD during the following time
restrictions:
DAY AND TIME RESTRICTIONS
MONDAY-FRIDAY FROM THIRTY (30) MINUTES BEFORE SUNSET
TO THIRTY (30) MINUTES AFTER SUNRISE THE FOLLOWING DAY
AND
SATURDAY FROM THIRTY (30) MINUTES BEFORE SUNSET
TO THIRTY (30) MINUTES AFTER SUNRISE THE FOLLOWING MONDAY
In addition, the Contractor shall not close or narrow a lane of traffic on ANY ROAD, detain and/or
alter the traffic flow on or during holidays, holiday weekends, special events, or any other time
when traffic is unusually heavy, including the following schedules:

DA00669 G-3 STATE
HOLIDAY AND HOLIDAY WEEKEND LANE CLOSURE RESTRICTIONS
1. For unexpected occurrence that creates unusually high traffic volumes, as directed by the
Engineer.
2. For New Year's Day, between the hours of 30 minutes before sunset December 31st and
30 minutes after sunrise January 2nd. If New Year's Day is on a Friday, Saturday,
Sunday or Monday, then until 30 minutes after sunrise the following Tuesday.
3. For Easter, between the hours of 30 minutes before sunset Thursday and 30 minutes
after sunrise Monday.
4. For Memorial Day, between the hours of 30 minutes before sunset Friday and 30
minutes after sunrise Tuesday.
5. For Independence Day, between the hours of 30 minutes before sunset the day before
Independence Day and 30 minutes after sunrise the day after Independence Day.
If Independence Day is on a Friday, Saturday, Sunday or Monday, then between the hours
of 30 minutes before sunset the Thursday before Independence Day and 30 minutes after
sunrise the Tuesday after Independence Day.
6. For Labor Day, between the hours of 30 minutes before sunset Friday and 30 minutes
after sunrise Tuesday.
7. For Thanksgiving Day, between the hours of 30 minutes before sunset Tuesday and 30
minutes after sunrise Monday.
8. For Christmas, between the hours of 30 minutes before sunset the Friday before the week
of Christmas Day and 30 minutes after sunrise the following Tuesday after the week of
Christmas Day.
Holidays and holiday weekends shall include New Year's, Easter, Memorial Day, Independence
Day, Labor Day, Thanksgiving, and Christmas. The Contractor shall schedule his work so that
lane closures will not be required during these periods, unless otherwise directed by the Engineer.
The time of availability for this intermediate contract work shall be the time the Contractor begins
to install all traffic control devices for lane closures according to the time restrictions listed herein.
The completion time for this intermediate contract work shall be the time the Contractor is required
to complete the removal of all traffic control devices for lane closures according to the time
restrictions stated above and place traffic in the existing traffic pattern.
The liquidated damages are Two Hundred Fifty Dollars ($ 250.00) per hour.

DA00669 G-4 STATE
INTERMEDIATE CONTRACT TIME NUMBER 2 AND LIQUIDATED DAMAGES:
(2-20-07) 108 SP1 G14 C
The Contractor shall complete the required work of installing, maintaining and removing the traffic
control devices for lane closures and restoring traffic to the existing traffic pattern. The Contractor
shall not close or narrow a lane of traffic on ANY ROAD during the following time restrictions:
DAY AND TIME RESTRICTIONS
FROM THIRTY (30) MINUTES BEFORE SUNSET ON MAY 14th
TO THIRTY (30) MINUTES AFTER SUNRISE THE FOLLOWING OCTOBER 5th
The time of availability for this intermediate contract time will be the time the Contractor begins
to install traffic control devices required for the lane closures according to the time restrictions
stated herein.
The completion time for this intermediate contract time will be the time the Contractor is required
to complete the removal of traffic control devices required for the lane closures according to the
time restrictions stated herein and restore traffic to the existing traffic pattern.
The liquidated damages are Five Hundred Dollars ($ 500.00) per hour.
NO MAJOR CONTRACT ITEMS:
(2-19-02) (Rev. 8-21-07) 104 SP1 G31
None of the items included in this contract will be major items.
NO SPECIALTY ITEMS:
(7-1-95)(Rev. 1-16-24) 108-6 SP1 G34
None of the items included in this contract will be specialty items (see Article 108-6 of the
Standard Specifications).
FUEL PRICE ADJUSTMENT PAPER BID:
(11-15-05)(Rev. 1-16-24) 109-8 SP1 G44
Revise the Standard Specifications as follows:
Page 1-82, Article 109-8, FUEL PRICE ADJUSTMENTS, add the following:
The base index price for DIESEL #2 FUEL is $ 4.1435 per gallon. Where any of the following
are included as pay items in the contract, they will be eligible for fuel price adjustment.

DA00669 G-5 STATE
The pay items and the fuel factor used in calculating adjustments to be made will be as follows:
Description Units Fuel Usage
Factor Diesel
Unclassified Excavation Gal/CY 0.29
Borrow Excavation Gal/CY 0.29
Class IV Subgrade Stabilization Gal/Ton 0.55
Aggregate Base Course Gal/Ton 0.55
Sub-Ballast Gal/Ton 0.55
Erosion Control Stone Gal/Ton 0.55
Rip Rap, Class _____ Gal/Ton 0.55
Asphalt Concrete Base Course, Type ____ Gal/Ton 0.90 or 2.90
Asphalt Concrete Intermediate Course, Type ____ Gal/Ton 0.90 or 2.90
Asphalt Concrete Surface Course, Type ____ Gal/Ton 0.90 or 2.90
Open-Graded Asphalt Friction Course Gal/Ton 0.90 or 2.90
Permeable Asphalt Drainage Course, Type ____ Gal/Ton 0.90 or 2.90
Sand Asphalt Surface Course, Type ____ Gal/Ton 0.90 or 2.90
Ultra-thin Bonded Wearing Course Gal/Ton 0.90 or 2.90
Aggregate for Cement Treated Base Course Gal/Ton 0.55
Portland Cement for Cement Treated Base Course Gal/Ton 0.55
> 11" Portland Cement Concrete Pavement Gal/SY 0.327
Concrete Shoulders Adjacent to > 11" Pavement Gal/SY 0.327
9" to 11" Portland Cement Concrete Pavement Gal/SY 0.272
Concrete Shoulders Adjacent to 9" to 11" Pavement Gal/SY 0.272
< 9" Portland Cement Concrete Pavement Gal/SY 0.245
Concrete Shoulders Adjacent to < 9" Pavement Gal/SY 0.245
For the asphalt items noted in the chart as eligible for fuel adjustments, the bidder may include
the Fuel Usage Factor Adjustment Form for Paper Bid with their bid submission if they elect to
use the fuel usage factor. The Fuel Usage Factor Adjustment Form for Paper Bid is included
toward the end of this paper bid document when asphalt items noted in the chart as eligible for
fuel adjustments are part of the project.
Select either 2.90 Gal/Ton fuel factor or 0.90 Gal/Ton fuel factor for each asphalt line item on
the Fuel Usage Factor Adjustment Form for Paper Bid. The selected fuel factor for each asphalt
item will remain in effect for the duration of the contract.
Failure to complete the Fuel Usage Factor Adjustment Form for Paper Bid will result in using
2.90 gallons per ton as the Fuel Usage Factor for Diesel for the asphalt items noted above. The
contractor will not be permitted to change the Fuel Usage Factor after the bids are submitted.