2026 Street Resurfacing

Agency:	Town of Carrboro
State:	North Carolina
Type of Government:	State & Local
NAICS Category:	237310 - Highway, Street, and Bridge Construction
Posted Date:	Apr 20, 2026
Due Date:	May 18, 2026
Solicitation No:	30-540010-2026
Original Source:	Please Login to View Page
Contact information:	Please Login to View Page
Bid Documents:	Please Login to View Page

Description

Bid Number:	30-540010-2026
Bid Title:	2026 Street Resurfacing
Category:	Bids, RFPs, and RFQs
Status:	Open

Description:

2026 STREET RESURFACING

PROJECT: 30-540010-2026

Sealed Bids will be received by the Town of Carrboro – Purchasing Office, 301 West Main Street, Carrboro, North Carolina 27510, until 2:00 p.m., on Monday May 18, 2026. All responsive bids will be publicly opened and read at that time, provided all requirements of G.S. 143-132 have been met.

The 2026 Street Resurfacing Project consists of milling and paving, pavement marking installation, curb ramp replacement, and installation of new concrete sidewalk. The foregoing description shall not be construed as a complete description of all work required.

The complete examination and understanding of the project manual are necessary to properly submit a proposal. A physical copy of the project manual can be found at the following location:

Carrboro Public Works
100 N Greensboro St
Carrboro, NC 27510

Contact Mike Johnson by telephone (919) 918-7424 or e-mail For security reasons, you must enable JavaScript to view this E-mail address. during normal office hours.

Contract documents are available on-line at the Town’s website: https://www.carrboronc.gov/967/Bid-Opportunities

Please submit questions or inquiries at least seven (7) calendar days before the Bid Due Date. Questions or inquiries past this deadline may not be addressed by the Town prior to the Bid Due Date. It is the responsibility of the plan holders to completely understand and acknowledge addenda postings.

The Town of Carrboro reserves the right to reject any and all bids.

Publication Date/Time:

4/19/2026 12:00 AM

Closing Date/Time:

5/18/2026 2:00 PM

Contact Person:

Contact Mike Johnson by telephone (919) 918-7424 or e-mail mjohnson@carrboronc.gov during normal office hours.

Attachment Preview

NOTE: LOCATION OF RIGHT-OF-WAY LINE ON THE NORTH SIDE OF ROBERSON ST IS IN NEED OF CONFIRMATION; LOCATION OF SIDEWALK AND CURB RAMP ON THAT SIDE MAY CHANGE SLIGHTLY IN THE EVENT THAT THE DATA USED FOR THIS DRAWING ARE FOUND TO BE INACCURATE LEGEND PROPOSED CONCRETE CONSTRUCTION N 0 15 30 Feet

OROBRRAC dna CN gnireenignE ,YTNUOC noisiviD ngiseD EGNARO FO skroW NWOT cilbuP OF C A R W N MAR CH 3, 191 R 1 B O O R T O TOWN OF CARRBORO N A O N R LI T H CAR O SEAL SNOITIDDA PMAR BRUC WEIVREVO OROBSNEERG DNA NOSREBOR TOWN OF CARRBORO Public Works Department Engineering Division 100 Public Works Drive Carrboro, NC 27510 (919) 918-7436 e ta D s e u s s i/s n o is iv e R .oN Scale: Page: 1.0 1(cid:5) (cid:32) 2(cid:10) Date: 4/14/2026

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W N OF MAR C CH A 3, R 191 R 1 B O
O R
T O
TOWN OF CARRBORO
N A O N
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T H CAR O
LI
TOWN OF CARRBORO
Public Works Department
Engineering Division
100 Public Works Drive
Carrboro, NC 27510
(919) 918-7436
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1(cid:5) (cid:32) 2(cid:10)
SNOITIDDA
PMAR
BRUC
OROBSNEERG
DNA
NOSREBOR
WEIVREVO
NOTE:
LOCATION OF RIGHT-OF-WAY LINE ON THE NORTH SIDE OF ROBERSON ST
IS IN NEED OF CONFIRMATION; LOCATION OF SIDEWALK AND CURB RAMP
ON THAT SIDE MAY CHANGE SLIGHTLY IN THE EVENT THAT THE DATA
USED FOR THIS DRAWING ARE FOUND TO BE INACCURATE
LEGEND
PROPOSED CONCRETE CONSTRUCTION
N
0 15 30
Feet
4/14/2026

4 3 1 4 4 3 2 LEGEND PROPOSED CONCRETE CONSTRUCTION DOWNWARD SLOPING DIRECTION OF RAMP 1 TYPICAL 6" CONCRETE SIDEWALK, MAX. 2.1% CROSS SLOPE, MAX. 5.0% RUNNING SLOPE 2 6" RAMPED CONCRETE SIDEWALK, MAX 2.1% CROSS SLOPE, MAX. 8.3% RUNNING SLOPE 3 6" CONCRETE LEVEL LANDING, MAX 2.1% SLOPE IN ALL DIRECTIONS N 4 DETECTABLE WARNING PAD 0 1 2 Feet

OROBRRAC dna CN gnireenignE ,YTNUOC noisiviD ngiseD EGNARO FO skroW NWOT cilbuP OF C A R W N MAR CH 3, 191 R 1 B O O R T O TOWN OF CARRBORO N A O N R LI T H CAR O SEAL SNOITIDDA PMAR SPMAR BRUC BRUC HTUOS OROBSNEERG :WEIV DEDNAPXE DNA NOSREBOR TOWN OF CARRBORO Public Works Department Engineering Division 100 Public Works Drive Carrboro, NC 27510 (919) 918-7436 e ta D s e u s s i/s n o is iv e R .oN Scale: Page: 1.1 1(cid:5) (cid:32) 2(cid:10) Date: 4/14/2026







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Scale: Page:
Date:
.oN
W N
OF
MAR
C
CH
A
3,
R
191 R 1 B O
O R
T O
TOWN OF CARRBORO
N A
O N
R
T H CAR O
LI
TOWN OF CARRBORO
Public Works Department
Engineering Division
100 Public Works Drive
Carrboro, NC 27510
(919) 918-7436
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SNOITIDDA
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OROBSNEERG
DNA
NOSREBOR
SPMAR
BRUC
HTUOS
:WEIV
DEDNAPXE
LEGEND
PROPOSED CONCRETE CONSTRUCTION
DOWNWARD SLOPING DIRECTION OF RAMP
1 TYPICAL 6" CONCRETE SIDEWALK, MAX. 2.1% CROSS SLOPE, MAX. 5.0% RUNNING SLOPE
2 6" RAMPED CONCRETE SIDEWALK, MAX 2.1% CROSS SLOPE, MAX. 8.3% RUNNING SLOPE
3 6" CONCRETE LEVEL LANDING, MAX 2.1% SLOPE IN ALL DIRECTIONS N
4 DETECTABLE WARNING PAD
0 1 2
Feet
4/14/2026

NOTE: LENGTHS OF SIDEWALK AND CURB RAMP SECTIONS ARE INEXACT AND DEPEND ON THE GRADES PRESENT UNDER EXISTING CONDITIONS. THE TOWN WILL LAY OUT THE FOOTPRINT OF THE NEW SIDEWALK PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. 2 1 3 2 3 2 4 1 2 LEGEND PROPOSED CONCRETE CONSTRUCTION DOWNWARD SLOPING DIRECTION OF RAMP 1 TYPICAL MONOLITHIC 4" CONCRETE SIDEWALK WITH 8" x 12" CURB, MAX. 2.1% CROSS SLOPE, MAX. 5.0% RUNNING SLOPE 2 RAMPED MONOLITHIC 6" CONCRETE SIDEWALK WITH 8" x 12" CURB, MAX 2.1% CROSS SLOPE, MAX. 8.3% RUNNING SLOPE 3 6" CONCRETE LEVEL LANDING, MAX 2.1% SLOPE IN ALL DIRECTIONS N 4 DETECTABLE WARNING PAD 0 1 2 Feet

OROBRRAC dna CN gnireenignE ,YTNUOC noisiviD ngiseD EGNARO FO skroW NWOT cilbuP OF C A R W N MAR CH 3, 191 R 1 B O O R T O TOWN OF CARRBORO N A O N R LI T H CAR O SEAL SNOITIDDA PMAR PMAR BRUC DNA BRUC KLAWEDIS OROBSNEERG HTRON :WEIV DNA DEDNAPXE NOSREBOR TOWN OF CARRBORO Public Works Department Engineering Division 100 Public Works Drive Carrboro, NC 27510 (919) 918-7436 e ta D s e u s s i/s n o is iv e R .oN Scale: Page: 1.2 1(cid:5) (cid:32) 2(cid:10) Date: 4/14/2026








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Scale: 1(cid:5) (cid:32) 2(cid:10)	Page: 1.2
Date: 4/14/2026

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2
Scale: Page:
Date:
.oN
W N OF MAR C CH A 3, R 191 R 1 B O
O R
T O
TOWN OF CARRBORO
N A O N
R
T H CAR O
LI
TOWN OF CARRBORO
Public Works Department
Engineering Division
100 Public Works Drive
Carrboro, NC 27510
(919) 918-7436
e
ta
D
s
e
u
s
s
i/s
n
o
is
iv
e
R
CN
,YTNUOC
EGNARO
OROBRRAC
FO
NWOT
dna
gnireenignE
skroW
cilbuP
noisiviD
ngiseD
SEAL
1.2
1(cid:5) (cid:32) 2(cid:10)
SNOITIDDA
PMAR
BRUC
OROBSNEERG
DNA
NOSREBOR
PMAR
BRUC
DNA
KLAWEDIS
HTRON
:WEIV
DEDNAPXE
NOTE:
LENGTHS OF SIDEWALK AND CURB RAMP SECTIONS ARE INEXACT AND
DEPEND ON THE GRADES PRESENT UNDER EXISTING CONDITIONS. THE
TOWN WILL LAY OUT THE FOOTPRINT OF THE NEW SIDEWALK PRIOR TO
COMMENCEMENT OF CONSTRUCTION ACTIVITIES.
LEGEND
PROPOSED CONCRETE CONSTRUCTION
DOWNWARD SLOPING DIRECTION OF RAMP
1 TYPICAL MONOLITHIC 4" CONCRETE SIDEWALK WITH 8" x 12" CURB, MAX. 2.1% CROSS SLOPE, MAX. 5.0% RUNNING SLOPE
2 RAMPED MONOLITHIC 6" CONCRETE SIDEWALK WITH 8" x 12" CURB, MAX 2.1% CROSS SLOPE, MAX. 8.3% RUNNING SLOPE
3 6" CONCRETE LEVEL LANDING, MAX 2.1% SLOPE IN ALL DIRECTIONS N
4 DETECTABLE WARNING PAD
0 1 2
Feet
4/14/2026

CONCRETE ISLAND AND CURB SECTION NOT TO SCALE MONOLITHIC CONCRETE SIDEWALK AND 8" CURB SECTION PAIRED BAR CROSSWALK MARKINGS NOT TO SCALE NOT TO SCALE	OROBRRAC dna CN gnireenignE ,YTNUOC noisiviD ngiseD EGNARO FO skroW NWOT cilbuP OF C A R W N MAR CH 3, 191 R 1 B O O R T O TOWN OF CARRBORO N A O N R LI T H CAR O SEAL KLAWEDIS TEERTS SLIATED NOSREBOR TOWN OF CARRBORO Public Works Department Engineering Division 100 Public Works Drive Carrboro, NC 27510 (919) 918-7436 e ta D s e u s s i/s n o is iv e R .oN Scale: Page: 2.0 Date: 4/14/2026

e ta D
s e u s s i/s n o is iv e R
.oN

Scale:	Page: 2.0
Date: 4/14/2026

Scale: Page:
Date:
.oN
W N
OF
MAR
C
CH
A
3,
R
191 R 1 B O
O R
T O
TOWN OF CARRBORO
N A
O N
R
T H CAR O
LI
TOWN OF CARRBORO
Public Works Department
Engineering Division
100 Public Works Drive
Carrboro, NC 27510
(919) 918-7436
e
ta
D
s
e
u
s
s
i/s
n o
is
iv
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R
CN
,YTNUOC
EGNARO
OROBRRAC
FO
NWOT
dna
gnireenignE
skroW
cilbuP
noisiviD
ngiseD
SEAL
2.0
KLAWEDIS
TEERTS
NOSREBOR
SLIATED
CONCRETE ISLAND AND CURB SECTION
NOT TO SCALE
MONOLITHIC CONCRETE SIDEWALK AND 8" CURB SECTION
PAIRED BAR CROSSWALK MARKINGS
NOT TO SCALE
NOT TO SCALE
4/14/2026

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2026 Street Resurfacing

Description

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