Project Information

Bid Title

DC00498_W-5703C US 421 @ WILLOUGHBY PARK

Issuing Agency

Division of Highways

Location

North Carolina

Published Date

Feb 12, 2026

Closing Date

Feb 19, 2026

Government Level

State & Local

Status

Closed

Original Source

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Bid Documents

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Project Description

DC00498_W-5703C US 421 @ WILLOUGHBY PARK

POC

DC00498_W-5703C US 421 @ WILLOUGHBY PARK

• DC00498_W-5703C_Addendum_1.pdf
  Doc. Type:
  Addendum
  Description: DC00498_W-5703C US 421 @ WILLOUGHBY PARK POC

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JOSH STEIN

GOVERNOR

STATE OF NORTH CAROLINA

DEPARTMENT OF TRANSPORTATION

DANIEL H. JOHNSON

SECRETARY

February 12, 2026

To: Prospective Bidders

From: Jonathan W. Mitchell

Division Contract Engineer

Contract ID#:

TIP#:

WBS Element:

F.A.#:

DC00498

W-5703C

44849.3.3

HSIP-0421(091)

Subject: Addendum #1: US 421 (Carolina Beach Road) From NC132 (S. College Rd)

to Approximately 200' North of Willoughby Park Road.

The Subject contract proposal contains the following addendum:

1- The completion date on page G-2 has changed. Replace page G-2 in the

proposal with the attached.

2- Add the attached Impact Attenuator Units, Type TL-3 Special Provision.

3- The bid form has been edited. Replace with the attached revised bid form.

4- The plan set has been edited. The old plan set on the NCDOT letting site has

been replaced with a revised plan set.

***An Addendum has been added to Bid Express & the NCDOT Letting Site.

Mailing Address:

NC DEPARTMENT OF TRANSPORTATION

DIVISION OF HIGHWAYS

5501 BARBADOS BOULEVARD

CASTLE HAYNE, NC 28429-5647

Telephone: (910) 341-2000

Fax: (910) 675-0143

Customer Service: 1-877-368-4968

Website: www.ncdot.gov

Location:

5501 BARBADOS BOULEVARD

CASTLE HAYNE, NC 28429-5647

ADDENDUM #1 ISSUED: 02/12/2026

DC00498 W-5703C

G-2

New Hanover County

Before any construction material or manufactured product is eligible for payment, the Contractor

shall submit a certification from the manufacturer or supplier confirming compliance with the

BABA Act and applicable regulations. A separate certification is required for each shipment or

delivery and must clearly identify the items covered, linked to the associated bill of lading, invoice,

or packing list.

The Contractor shall ensure that certifications from the manufacturer or supplier are obtained and

submitted to the Engineer for all construction materials and manufactured products permanently

incorporated into the work. Compliance with BABA requirements is the responsibility of the

manufacturer or supplier. The Engineer will retain documentation for audit or inspection purposes.

CONTRACT TIME AND LIQUIDATED DAMAGES:

(8-15-00) (Rev. 5-16-23)

108

SP1 G08 A

The date of availability for this contract is April 6, 2026, except that work in jurisdictional waters

and wetlands shall not begin until a meeting between the DOT, Regulatory Agencies, and the

Contractor is held as stipulated in the permits contained elsewhere in this proposal. This delay in

availability has been considered in determining the contract time for this project.

The completion date for this contract is December 24, 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 Two Hundred Dollars ($ 200.00) per calendar day.

These liquidated damages will not be cumulative with any liquidated damages which may become

chargeable under Intermediate Contract Time Number 1.

INTERMEDIATE CONTRACT TIME NUMBER 1 AND LIQUIDATED DAMAGES:

(7-1-95) (Rev. 2-21-12)

108

SP1 G13 A

Except for that work required under the Project Special Provisions entitled Planting, Reforestation

and/or Permanent Vegetation Establishment, included elsewhere in this proposal, the Contractor

will be required to complete all work included in this contract and shall place and maintain traffic

on same.

The date of availability for this intermediate contract time is April 6, 2026.

The completion date for this intermediate contract time is June 25, 2027.

The liquidated damages for this intermediate contract time are One Thousand Six Hundred

Dollars ($ 1,600.00) per calendar day.

Upon apparent completion of all the work required to be completed by this intermediate date, a

final inspection will be held in accordance with Article 105-17 and upon acceptance, the

ADDENDUM #1 ISSUED: 02/12/2026

IMPACT ATTENUATOR UNITS, TYPE TL-3___:

(4-20-04)(Rev. 8-20-24)

Description

SP8 R75

Furnish and install impact attenuator units and any components necessary to connect the impact

attenuator units in accordance with the manufacturer’s requirement, the details in the plans and at

locations shown in the plans.

Materials

Furnish attenuator units listed on the NCDOT APL. Units shall not be modified by the

manufacturer and installer once approved and on the NCDOT APL.

Prior to installation the Contractor shall submit to the Engineer certified working drawings and

assembling instructions from the manufacturer for each impact attenuator unit in accordance with

Article 105-2 of the Standard Specifications.

Construction Methods

Perform installation in accordance with the plans and details and assembling instructions furnished

by the manufacturer.

Measurement and Payment

Impact Attenuator Unit, Type TL-3 will be measured and paid at the contract unit price per each.

Such prices and payment will be full compensation for all work covered by this provision

including, but not limited to, furnishing, installing and all incidentals necessary to complete the

work.

Payment will be made under:

Pay Item

Impact Attenuator Units, Type TL-3

Pay Unit

Each

Feb 12, 2026 9:54 AM

County: NEW HANOVER

Line

#

Item Number

0001 0000100000-N

0002 0000400000-N

0003 0008000000-E

0004 0022000000-E

0005 0106000000-E

0006 0163000000-E

0007 0223000000-E

0008 0318000000-E

0009 0321000000-E

0010 0448200000-E

0011 0448300000-E

0012 0448400000-E

0013 0594000000-E

0014 0636000000-E

0015 0995000000-E

0016 1011000000-N

0017 1099500000-E

ITEMIZED PROPOSAL FOR CONTRACT NO. DC00498

Sec Description

#

ROADWAY ITEMS

800 MOBILIZATION

801 CONSTRUCTION SURVEYING

200 SUPPLEMENTARY CLEARING &

GRUBBING

225 UNCLASSIFIED EXCAVATION

230 BORROW EXCAVATION

250 REMOVAL OF EXISTING CONCRETE

PAVEMENT

275 ROCK PLATING

300 FOUNDATION CONDITIONING

MATERIAL, MINOR STRUCTURES

300 FOUNDATION CONDITIONING

GEOTEXTILE

310 15" RC PIPE CULVERTS, CLASS IV

310 18" RC PIPE CULVERTS, CLASS IV

310 24" RC PIPE CULVERTS, CLASS IV

310 24" CS PIPE CULVERTS, 0.064" THICK

310 **" CS PIPE ELBOWS, *****" THICK

24", 0.064"

340 PIPE REMOVAL

500 FINE GRADING

505 SHALLOW UNDERCUT

Quantity Unit Cost

Lump Sum

L.S.

Lump Sum

L.S.

1

ACR

500

CY

1,500

CY

50

SY

25

SY

240

TON

750

SY

552

LF

1,300

LF

360

LF

16

LF

2

EA

535

LF

Lump Sum

L.S.

100

CY

Page 1 of 9

Amount

Feb 12, 2026 9:54 AM

County: NEW HANOVER

Line

#

0018

Item Number

1099700000-E

0019 1111000000-E

0020 1112000000-E

0021 1121000000-E

0022 1330000000-E

0023 1491000000-E

0024 1503000000-E

0025 1523000000-E

0026 1575000000-E

0027 1693000000-E

0028 2253000000-E

0029 2275000000-E

0030 2286000000-N

0031 2308000000-E

0032 2354200000-N

0033 2374000000-N

0034 2374000000-N

ITEMIZED PROPOSAL FOR CONTRACT NO. DC00498

Sec Description

#

505 CLASS IV SUBGRADE STABILIZATION

SP CLASS IV AGGREGATE

STABILIZATION

505 GEOTEXTILE FOR SUBGRADE

STABILIZATION

520 AGGREGATE BASE COURSE

607 INCIDENTAL MILLING

610 ASPHALT CONC BASE COURSE, TYPE

B25.0C

610 ASPHALT CONC INTERMEDIATE

COURSE, TYPE I19.0C

610 ASPHALT CONC SURFACE COURSE,

TYPE S9.5C

620 ASPHALT BINDER FOR PLANT MIX

654 ASPHALT PLANT MIX, PAVEMENT

REPAIR

840 PIPE COLLARS

SP FLOWABLE FILL

840 MASONRY DRAINAGE STRUCTURES

840 MASONRY DRAINAGE STRUCTURES

840 FRAME WITH GRATE, STD 840.24

840 FRAME WITH GRATE & HOOD, STD

840.03, TYPE **

E

840 FRAME WITH GRATE & HOOD, STD

840.03, TYPE **

F

Quantity Unit Cost

200

TON

50

TON

300

SY

39

TON

400

SY

290

TON

110

TON

110

TON

30

TON

15

TON

0.447

CY

3

CY

37

EA

31.5

LF

12

EA

3

EA

10

EA

Page 2 of 9

Amount

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