Milling, Resurfacing, and Shoulder Reconstruction on 8 Sections of Primary Roads and 3 Sections of Secondary Roads in Martin County Addendum 1
| Location: | North Carolina |
|---|---|
| Posted: | May 29, 2026 |
| Due: | Jun 3, 2026 |
| Agency: | Division of Highways |
| Type of Government: | State & Local |
| Category: |
|
| Publication URL: | To access bid details, please log in. |
DA00667
POC
Milling, Resurfacing, and Shoulder Reconstruction on 8 Sections of Primary Roads and 3 Sections of Secondary Roads in Martin County
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DA00667 Addendum 1.pdfDoc. Type:
Addendum
Description: Milling, Resurfacing, and Shoulder Reconstruction on 8 Sections of Primary Roads and 3 Sections of Secondary Roads in Martin County POC -
DA00667 Invitation to Bid.pdfDoc. Type:
Invitation to Bid
Description: Milling, Resurfacing, and Shoulder Reconstruction on 8 Sections of Primary Roads and 3 Sections of Secondary Roads in Martin County POC -
DA00667 Plans.pdfDoc. Type:
Plans
Description: POC -
DA00667 Proposal.pdfDoc. Type:
Proposals
Description: POC
Attachment Preview
JOSH STEIN
GOVERNOR
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
DANIEL H. JOHNSON
SECRETARY
ADDENDUM NO. 1
May 29, 2026
Contract No.
TIP No.:
Federal Aid No.:
WBS Element:
County:
Description:
Letting Date:
DA00667
N/A
State Funded
2026CPT.01.16.10581 & 2026CPT.01.16.20581
Martin
Milling, Resurfacing, and Shoulder Reconstruction on 8 Sections of Primary
Roads and 3 Sections of Secondary Roads
June 3, 2026
To Whom It May Concern:
This Addendum is issued to modify or clarify the bid documents previously furnished for the
above-referenced project. The following changes shall be incorporated into the contract
documents:
Plan Revisions:
1) Sheet 3 “Typical Section No. 2”: Revised to correctly identify Asphalt Concrete Type
S9.5C for maps 10 & 11 Please replace the original sheet 3 with the attached revised sheet.
2) Sheet 6 “Summary of Quantities”: Revised to update the quantities for the following items:
• Asphalt Concrete Type S9.5C: Quantity reduced on Map 7.
• Asphalt Binder for Plant Mix: Quantity reduced on Map 7.
Please replace the original sheet 6 with the attached revised sheet.
Proposal Revisions:
1) Pages 99 - 100 “Bid Form”: Revised to match the changes in the summary of quantities.
Please replace the original Pages 99 – 100 with the attached revised pages.
2) Electronic Bid File: The amended EBS file (DA00667.001x) has been uploaded.
Mailing Address:
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS – DIVISION 1
113 AIRPORT DIVE, SUITE 100
EDENTON, NC 27932
Telephone: (252) 482-1850
Fax: (252) 482-8722
Customer Service: 1-877-368-4968
Website: www.ncdot.gov
Location:
113 AIRPORT DRIVE, SUITE 100
EDENTON, NC 27932
DA00667 Addendum #1
Page 2
All other terms and conditions of the original bidding documents remain unchanged.
Sincerely,
Mark S. Winslow
Division Contract Engineer
cc: R. K. Sawyer, PE
M. B. Gill, PE
B. N. Braswell, PE
D. B. Otts, PE
E. S. Sedlacek
G. Mombaerts
A. Mulder
May 29, 2026 3:04 PM
County: MARTIN
Line
#
Item Number
0001 0000100000-N
0002 0106000000-E
0003 1220000000-E
0004 1245000000-E
0005 1297000000-E
0006 1330000000-E
0007 1523000000-E
0008 1524000000-E
0009 1575000000-E
0010 1705000000-E
0011 2830000000-N
0012 2845000000-N
0013 4413000000-E
0014 4457000000-N
0015 4685000000-E
0016 4688000000-E
0017 4695000000-E
REVISED 5/29/2026
ITEMIZED PROPOSAL FOR CONTRACT NO. DA00667
Page 1 of 2
Sec Description
#
ROADWAY ITEMS
800 MOBILIZATION
230 BORROW EXCAVATION
545 INCIDENTAL STONE BASE
SP SHOULDER RECONSTRUCTION
607 MILLING ASPHALT PAVEMENT, ***"
DEPTH
(1-1/2")
607 INCIDENTAL MILLING
610 ASPHALT CONC SURFACE COURSE,
TYPE S9.5C
SP ASPHALT CONC SURFACE COURSE,
TYPE S9.5C (LEVELING COURSE)
620 ASPHALT BINDER FOR PLANT MIX
SP PATCHING EXISTING PAVEMENT
(FULL DEPTH)
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 (4", 90 MILS)
1205 THERMOPLASTIC PAVEMENT
MARKING LINES (6", 90 MILS)
1205 THERMOPLASTIC PAVEMENT
MARKING LINES (8", 90 MILS)
Quantity Unit Cost
Lump Sum
L.S.
104
CY
10
TON
1.16
SMI
81,611
SY
3,911
SY
8,146
TON
53
TON
485
TON
28
TON
9
EA
9
EA
688
SF
Lump Sum
L.S.
15,462
LF
52,487
LF
148
LF
Amount
May 29, 2026 3:04 PM
County: MARTIN
Line
#
0018
Item Number
4700000000-E
0019 4704000000-E
0020 4709000000-E
0021 4720000000-E
0022 4725000000-E
0023 4810000000-E
0024 4815000000-E
0025 4820000000-E
0026 4825000000-E
0027 4830000000-E
0028 4835000000-E
0029 4840000000-N
0030 4845000000-N
0031 4895000000-N
0032 6084000000-E
0033 6117000000-N
ITEMIZED PROPOSAL FOR CONTRACT NO. DA00667 REVISED 5/29/2026 Page 2 of 2
Sec Description
#
1205 THERMOPLASTIC PAVEMENT
MARKING LINES (12", 90 MILS)
1205 THERMOPLASTIC PAVEMENT
MARKING LINES (16", 90 MILS)
1205 THERMOPLASTIC PAVEMENT
MARKING LINES (24", 90 MILS)
1205 THERMOPLASTIC PAVEMENT
MARKING CHARACTER (90 MILS)
1205 THERMOPLASTIC PAVEMENT
MARKING SYMBOL (90 MILS)
1205 PAINT PAVEMENT MARKING LINES (4")
1205 PAINT PAVEMENT MARKING LINES (6")
1205 PAINT PAVEMENT MARKING LINES (8")
1205 PAINT PAVEMENT MARKING LINES
(12")
1205 PAINT PAVEMENT MARKING LINES
(16")
1205 PAINT PAVEMENT MARKING LINES
(24")
1205 PAINT PAVEMENT MARKING
CHARACTER
1205 PAINT PAVEMENT MARKING SYMBOL
SP GENERIC PAVEMENT MARKING ITEM
POLYCARBONATE H-SHAPED
MARKERS
1660 SEEDING & MULCHING
1675 RESPONSE FOR EROSION CONTROL
Quantity Unit Cost
356
LF
164
LF
713
LF
8
EA
79
EA
15,462
LF
52,487
LF
148
LF
356
LF
164
LF
713
LF
8
EA
79
EA
223
EA
0.6
ACR
1
EA
Amount
1504/May29/Q234115.76/D119412100000/E33
Total Amount Of Bid For Entire Project :
PAVEMENT SCHEDULE
C2
PROP. APPROX. 1.5" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C,
AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD.
u
EXISTING PAVEMENT
T
SHOULDER RECONSTRUCTION
REVISED 5/29/2026
PROJECT REFERENCE NO.
2026CPT.0l.H,.10581, ETC.
SHEET NO.
3
NOTES:
* ALL INTERSECTING ROADS ARE TO BE RESURFACED TO THE ENDS OF THEIR RADII,
THE MAIN LINE RIGHT OF WAY OR AS DIRECTED BY THE ENGINEER.
THIS SHALL INCLUDE ANY TAPERS AND TURN LANES LOCATED BOTH ON THE
MAIN LINE OR INTERSECTING PAVED ROADWAY.
* EDGES, PAVEMENT WIDENING, INTERSECTIONS AND BRIDGE FLARES ARE INCLUDED
IN THE SUMMARY OF QUANTITIES.
* 1.5" OF S9.5C TO BE APPLIED THE FULL WIDTH OF THE ROADWAY
* SHOULDER WEDGE SHALL BE USEDON ALL ROADS 22' OR WIDER OR
AS DIRECTED BY THE ENGINEER
END/BEGIN MAP
OR AS DIRECTED BY ENGINEER
RESURFACE WIDTH
21'-29'
EXISTING ASPHALT
DETAIL 1
NOTE:
MAIN LINE MILLING
1. INCLUDES INCIDENTAL MILLING AT THE ENDS OF MAIN LINE SECTIONS,
OR AS DIRECTED BY THE ENGINEER.
2. PAVE TO THE END OF THE MILLED SURFACE TO CREATE A SMOOTH TRANSITION.
1-E:f----- 10 • 5I -14 • 5;I._--�-E:i--- 10 • 5 I -14 • �•"----------i;-.j
nu
SHOULDER RECONSTRUCTION
SHOULDER RECONSTRUCTION
----------------------
.................
TYPICAL SECTION NO. 2
___________________________________________________________________ ...w,.o........
.::.
�.. =">5-':'...",..
USE WITH MAPS 10 & 11
NTS
........
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