Government · Florida

Resurfacing — Putnam County, FL (FDOT Proposal T2A84)

Florida Department of TransportationIssuing agency·Florida·via a public procurement portal

17days left

Due Oct 28, 2026·Posted Sep 25, 2026

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AI takeaways

The Florida Department of Transportation is soliciting bids for resurfacing and related improvements on SR 20 in Putnam County, Florida.
The project has a budget estimate of $11,158,129.00 and a contract duration of 300 calendar days.
Bids are due on October 28, 2026, and the procurement method is competitive sealed bid.
The work includes milling and resurfacing, base work, shoulder treatment, curb and gutter, traffic signals, highway signing, sidewalk, strain poles, and other incidental construction.
The project covers 8.397 miles of roadway and 0.095 miles of bridge, with a total proposal length of 8.542 miles.
Key quantities include 245,086 SY of milling existing asphalt pavement at 3" average depth, 25,683.2 TN of Superpave asphaltic concrete, and 32,090 ED of work zone signs.

Est. value: $11,158,129.00
Method: Competitive sealed bid
Documents: 1 file

These takeaways are AI-generated and may be incomplete or wrong. Always verify every detail against the official documents before you bid.

Want to know if you can be bonded for this project? Get prequalified.Estimated at $11.2M. Propeller’s matching tier: Line of authority (up to $100M). One free application, soft pull.

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Contact the buyer

2100047520Phone

Location:

Putnam County, FL

Open in Maps ↗

Solicitation

2026-T2A84

T2A84

Method

Competitive sealed bid

What this bid is asking for

AI-generated

Perform milling and resurfacing of existing asphalt pavement at various depths (3", 1 1/2", 3/4") on SR 20.
Place Superpave asphaltic concrete and asphalt concrete friction courses (FC-5, FC-12.5) with PG 76-22 binder.
Install and adjust concrete curb and gutter, sidewalk, detectable warnings, and pedestrian/bicycle railing.
Provide traffic control, temporary signalization, pavement markings (painted, thermoplastic, permanent tape), and signing (ground and overhead).
Install signalization including conduit, cable, prestressed concrete poles, pedestrian signals, loop assemblies, and electrical power service.

Requirements

From the documents

Estimated value: $11,158,129.00

Posted Scope of Work

FDOT Central Office Letting — October 28, 2026

Proposal: T2A84

County: Putnam

Major Work Type: Resurfacing

Bid Due: October 28, 2026

Notice (BSN): T2A84BSN.pdf

Plan & Proposal Holders (CPP) — amendments must be downloaded from CPP Online Ordering per FDOT amendment instructions.

Florida Department of Transportation
Bid Solicitation Notice and Approximate Quantities
Letting: CT261028 Call Order: 007 Proposal: T2A84 District:02
Counties:
Road Name:
Limits:
PUTNAM
SR 20
FROM ROWLAND AVE TO S PALM AVE AND FROM SR 19 TO ALABAMA AVE
Project(s): 21000475201(*) Federal Aid No: D226041B
Project(s): 21000485201 Federal Aid No: D226042B
Total Roadway Length: 8.397 Miles Contract Days: 300
Total Bridge Length: 0.095 Miles Letting Date: 10/28/26
Total Proposal Length: 8.542 Miles Contract Execution Days: 10
Special Start Date: N/A
Aquis/Flexible Start Time: 15 Days
Proposal Budget Estimate: $11,158,129.00
Please read the full advertisement
Description:
The Improvements under this Contract consist of milling & resurfacing, base work, shoulder treatment, curb & gutter, traffic
signals, highway signing, sidewalk, strain poles, and other incidental construction on SR 20 in Putnam County from Rowland
Avenue to South Palm Avenue.

Scope, read from the documentsAI-generated

The contractor will perform milling and resurfacing of existing asphalt pavement at various depths, place Superpave asphaltic concrete and asphalt concrete friction courses, adjust manholes and valve boxes, install concrete curb and gutter, sidewalk, detectable warnings, and pedestrian/bicycle railing. Work also includes traffic control, temporary signalization, pavement markings (painted, thermoplastic, and permanent tape), signing (ground and overhead), signalization (conduit, cable, poles, pedestrian signals, loop assemblies), erosion control, mowing, litter removal, and other incidental items on SR 20 from Rowland Avenue to South Palm Avenue and from SR 19 to Alabama Avenue.

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Documents

Download zip

T2A84BSN.pdfPDF

Preview Download

Questions & answers

AI-generated

What is the estimated budget for this project?

The proposal budget estimate is $11,158,129.00.

When is the bid due?

The bid is due on October 28, 2026.

What is the contract duration?

The contract duration is 300 calendar days.

Where is the work located?

The work is on SR 20 in Putnam County from Rowland Avenue to South Palm Avenue and from SR 19 to Alabama Avenue.

Full source recordEvery field Florida Department of Transportation published, untouched

Bsn Url: https://ftp.fdot.gov/public/file/pgd0qm3kx0cuoefqke7_uq/T2A84BSN.pdf
County: Putnam
List Url: https://www.fdot.gov/contracts/lettings/letting-project-info.shtm
Pdf Text: Florida Department of Transportation Bid Solicitation Notice and Approximate Quantities Letting: CT261028 Call Order: 007 Proposal: T2A84 District:02 Counties: Road Name: Limits: PUTNAM SR 20 FROM ROWLAND AVE TO S PALM AVE AND FROM SR 19 TO ALABAMA AVE Project(s): 21000475201(*) Federal Aid No: D226041B Project(s): 21000485201 Federal Aid No: D226042B Total Roadway Length: 8.397 Miles Contract Days: 300 Total Bridge Length: 0.095 Miles Letting Date: 10/28/26 Total Proposal Length: 8.542 Miles Contract Execution Days: 10 Special Start Date: N/A Aquis/Flexible Start Time: 15 Days Proposal Budget Estimate: $11,158,129.00 Please read the full advertisement Description: The Improvements under this Contract consist of milling & resurfacing, base work, shoulder treatment, curb & gutter, traffic signals, highway signing, sidewalk, strain poles, and other incidental construction on SR 20 in Putnam County from Rowland Avenue to South Palm Avenue. Call Order: 007 Proposal: T2A84 ALT Item Description Unit Quantity Section 0001 Roadway 0101- 1- MOBILIZATION (21000475201, 21000485201) LS 1.000 0102- 1- MAINTENANCE OF TRAFFIC (21000475201, 21000485201) LS 1.000 0102- 4- 1 PEDESTRIAN OR BICYCLE SPECIAL DETOUR (21000475201, 21000485201) LS 1.000 0102- 14- TRAFFIC CONTROL OFFICER HR 184.000 0102- 60- WORK ZONE SIGN ED 32,090.000 0102- 74- 1 CHANNELIZING DEVICE- TYPES I, II, DI, VP, DRUM, OR LCD ED 30,652.000 0102- 74- 8 CHANNELIZING DEVICE- PEDESTRIAN LCD (LONGITUDINAL CHANNELIZING DEVICE) FD 5,757.000 0102- 76- ARROW BOARD / ADVANCE WARNING ARROW PANEL ED 640.000 0102- 78- 2 TEMPORARY RAISED/RETROREFLECTIVE PAVEMENT MARKER, TYPE B EA 4,544.000 0102- 99- PORTABLE CHANGEABLE MESSAGE SIGN, TEMPORARY ED 668.000 0102-104- TEMPORARY SIGNALIZATION AND MAINTENANCE, INTERSECTION ED 900.000 0102-107- 1 TEMPORARY TRAFFIC DETECTION AND MAINTENANCE, INTERSECTION ED 900.000 0102-115- TYPE III BARRICADE ED 1,060.000 0102-150- 1 PORTABLE REGULATORY, SIGN ED 600.000 0102-150- 2 RADAR SPEED DISPLAY UNIT ED 600.000 0104- 1- ARTIFICIAL COVERINGS /ROLLED EROSION CONTROL PRODUCTS SY 250.000 0104- 10- 3 SEDIMENT BARRIER LF 387.000 0104- 18- INLET PROTECTION SYSTEM EA 176.000 0107- 1- LITTER REMOVAL AC 1,489.500 0107- 2- MOWING AC 1,152.430 0110- 1- 1 CLEARING & GRUBBING (21000485201) LS 1.000 Page 30Bid Solicitation Notice - Proposal Item Quantities Call Order: 007 Proposal: T2A84 ALT Item Description Unit Quantity 0110- 4- 10 REMOVAL OF EXISTING CONCRETE SY 526.000 0160- 4- TYPE B STABILIZATION SY 440.000 0285-709- OPTIONAL BASE, BASE GROUP 09 SY 234.000 0327- 70- 4 MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH SY 245,086.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 51,220.000 0327- 70- 19 MILLING EXISTING ASPHALT PAVEMENT, 3/4" AVG DEPTH SY 34,414.000 0334- 1- 53 SUPERPAVE ASPHALTIC CONCRETE, TRAFFIC C, PG76-22 TN 25,683.200 0337- 7- 25 ASPHALT CONCRETE FRICTION COURSE, INC BIT, FC-5, PG 76-22 TN 6,344.200 0337- 7- 83 ASPHALT CONCRETE FRICTION COURSE,TRAFFIC C, FC-12.5, PG 76 -22 TN 13,939.100 0425- 5- MANHOLE, ADJUST EA 11.000 0425- 6- VALVE BOXES, ADJUST EA 4.000 0515- 1- 41 PIPE HANDRAIL - GUIDERAIL, RELOCATE, STEEL LF 63.000 0515- 2-211 PEDESTRIAN / BICYCLE RAILING, STEEL, 42" TYPE 1 LF 20.000 0520- 1- 10 CONCRETE CURB & GUTTER, TYPE F LF 401.000 0520- 3- VALLEY GUTTER- CONCRETE LF 80.000 0520- 70- CONCRETE TRAFFIC SEPARATOR, SPECIAL- VARIABLE WIDTH SY 207.000 0522- 1- CONCRETE SIDEWALK AND DRIVEWAYS, 4" THICK SY 72.000 0522- 2- CONCRETE SIDEWALK AND DRIVEWAYS, 6" THICK SY 243.000 0527- 2- DETECTABLE WARNINGS SF 282.000 0570- 1- 2 PERFORMANCE TURF, SOD SY 24,992.000 0570- 13- 1 SHOULDER DROP OFF SOIL CY 3,806.300 0695- 1- 1 TRAFFIC MONITORING SITE VEHICLE SENSOR-NON-WEIGHT, FURNISH & INSTALL EA 4.000 0695- 6- 12 TRAFFIC MONITORING SITE INDUCTIVE LOOP ASSEMBLY, FURNISH & INSTALL, 2 LOOPS EA 4.000 0710- 11-101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 20.806 0710- 11-102 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR INTERCHANGE AND URBAN ISLAND, 8" GM 0.050 0710- 11-123 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR CROSSWALK AND ROUNDABOUT, 12" LF 4,818.000 0710- 11-124 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR DIAGONAL OR CHEVRON, 18" LF 545.000 0710- 11-125 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR STOP LINE OR CROSSWALK, 24" LF 2,539.000 0710- 11-131 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SKIP, 10-30 OR 3-9 SKIP, 6" WIDE GM 16.294 0710- 11-141 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, 2-4 DOTTED GUIDELINE/ 6-10 DOTTED EXTENSION, 6" GM 0.878 0710- 11-160 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, MESSAGE OR SYMBOL EA 99.000 0710- 11-170 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, ARROWS EA 385.000 0710- 11-201 PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, SOLID, 6" GM 15.698 0710- 11-241 PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, 2-4 DOTTED GUIDELINE/6-10 DOTTED EXTENSION, 6" GM 1.267 0999- 25- INITIAL CONTINGENCY AMOUNT, DO NOT BID (21000475201) LS 1.000 0999- 25- INITIAL CONTINGENCY AMOUNT, DO NOT BID (21000485201) LS 1.000 Page 31Bid Solicitation Notice - Proposal Item Quantities Call Order: 007 Proposal: T2A84 ALT Item Description Unit Quantity Section 0002 Signing 0546- 72- 3 GROUND-IN RUMBLE STRIPS, 8" SINUSOIDAL GM 13.928 0700- 1-111 SINGLE COLUMN GROUND SIGN ASSEMBLY, F&I GROUND MOUNT, LESS THAN 12 SF EA 111.000 0700- 1-112 SINGLE COLUMN GROUND SIGN ASSEMBLY, F&I GROUND MOUNT, 12.0-20.0 SF EA 27.000 0700- 1-113 SINGLE COLUMN GROUND SIGN ASSEMBLY, F&I GROUND MOUNT, 20.1-30.0 SF EA 9.000 0700- 1-600 SINGLE COLUMN GROUND SIGN ASSEMBLY, REMOVE EA 70.000 0700- 3-101 SIGN PANEL, FURNISH & INSTALL GROUND MOUNT, UP TO 12 SF EA 25.000 0700- 3-102 SIGN PANEL, FURNISH & INSTALL GROUND MOUNT, 12-20 SF EA 8.000 0700- 3-601 SIGN PANEL, REMOVE, UP TO 12 SF EA 27.000 0700- 3-602 SIGN PANEL, REMOVE, 12-20 SF EA 5.000 0700- 13- 15 RETROREFLECTIVE SIGN STRIP- FURNISH AND INSTALL, 5' EA 46.000 0705- 10- 1 OBJECT MARKER, TYPE 1 EA 27.000 0705- 11- 1 DELINEATOR, FLEXIBLE TUBULAR EA 59.000 0705- 11- 2 DELINEATOR, NON-FLEXIBLE EA 12.000 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 4,544.000 0710- 90- PAINTED PAVEMENT MARKINGS, FINAL SURFACE (21000475201) LS 1.000 0711- 11-102 THERMOPLASTIC, STANDARD, WHITE, SOLID, 8" FOR INTERCHANGE AND URBAN ISLAND GM 0.050 0711- 11-123 THERMOPLASTIC, STANDARD, WHITE, SOLID, 12" FOR CROSSWALK AND ROUNDABOUT LF 4,818.000 0711- 11-124 THERMOPLASTIC, STANDARD, WHITE, SOLID, 18" FOR DIAGONALS AND CHEVRONS LF 435.000 0711- 11-125 THERMOPLASTIC, STANDARD, WHITE, SOLID, 24" FOR STOP LINE AND CROSSWALK LF 870.000 0711- 11-141 THERMOPLASTIC, STANDARD, WHITE, 2-4 DOTTED GUIDELINE/ 6-10 GAP EXTENSION, 6" GM 0.878 0711- 11-160 THERMOPLASTIC, STANDARD, WHITE, MESSAGE OR SYMBOL EA 12.000 0711- 11-170 THERMOPLASTIC, STANDARD, WHITE, ARROW EA 298.000 0711- 11-224 THERMOPLASTIC, STANDARD, YELLOW, SOLID, 18" FOR DIAGONAL OR CHEVRON LF 110.000 0711- 11-241 THERMOPLASTIC, STANDARD, YELLOW, 2-4 DOTTED GUIDE LINE /6- 10 DOTTED EXTENSION LINE, 6" GM 1.267 0711- 14-125 THERMOPLASTIC, PREFORMED, WHITE, SOLID, 24" FOR CROSSWALK LF 1,669.000 0711- 14-160 THERMOPLASTIC, PREFORMED, WHITE, MESSAGE EA 87.000 0711- 14-170 THERMOPLASTIC, PREFORMED, WHITE, ARROW EA 87.000 0711- 15-101 THERMOPLASTIC, STANDARD-OPEN GRADED ASPHALT SURFACES WHITE, SOLID, 6" GM 9.306 0711- 15-131 THERMOPLASTIC, STANDARD-OPEN GRADED ASPHALT SURFACES, WHITE, SKIP, 6",10-30 SKIP OR 3-9 LANE DROP GM 8.434 0711- 15-201 THERMOPLASTIC, STANDARD-OPEN GRADED ASPHALT SURFACES, YELLOW, SOLID, 6" GM 8.092 0711- 16-101 THERMOPLASTIC, STANDARD-OTHER SURFACES, WHITE, SOLID, 6" GM 9.263 0711- 16-102 THERMOPLASTIC, STANDARD-OTHER SURFACES, WHITE, SOLID, 8" GM 0.216 0711- 16-131 THERMOPLASTIC, STANDARD-OTHER SURFACES, WHITE, SKIP, 6",10-30 SKIP OR 3-9 LANE DROP GM 7.860 Page 32Bid Solicitation Notice - Proposal Item Quantities Call Order: 007 Proposal: T2A84 ALT Item Description Unit Quantity 0711- 16-201 THERMOPLASTIC, STANDARD-OTHER SURFACES, YELLOW, SOLID, 6" GM 7.606 0711- 17- 1 THERMOPLASTIC, REMOVE EXISTING THERMOPLASTIC PAVEMENT MARKINGS- SURFACE TO REMAIN SF 1,169.000 0713-103-101 PERMANENT TAPE, WHITE, SOLID, 6" FOR CONCRETE BRIDGES GM 0.197 0713-103-181 PERMANENT TAPE, WHITE, 10-30 SKIP, 6" WIDE, FOR CONCRETE SURFACES GM 0.197 0713-103-201 PERMANENT TAPE, YELLOW, SOLID, 6" FOR CONCRETE BRIDGES GM 0.197 0713-103-381 PERMANENT TAPE, BLACK, 10-30 SKIP, 6" WIDE, FOR CONCRETE SURFACES GM 0.197 Section 0003 Signalization 0630- 2- 11 CONDUIT, FURNISH & INSTALL, OPEN TRENCH LF 112.000 0630- 2- 12 CONDUIT, FURNISH & INSTALL, DIRECTIONAL BORE LF 467.000 0632- 7- 1 SIGNAL CABLE- NEW OR RECONSTRUCTED INTERSECTION, FURNISH & INSTALL PI 2.000 0632- 7- 2 SIGNAL CABLE- REPAIR/REPLACE/OTHER, FURNISH & INSTALL LF 90.000 0632- 7- 6 SIGNAL CABLE, REMOVE- INTERSECTION PI 2.000 0634- 4-151 SPAN WIRE ASSEMBLY, F&I, TWO POINT, PERPENDICULAR PI 2.000 0635- 2- 11 PULL & SPLICE BOX, F&I, 13" x 24" COVER SIZE EA 5.000 0639- 1-122 ELECTRICAL POWER SERVICE, F&I, UNDERGROUND, METER PURCHASED BY CONTRACTOR AS 1.000 0639- 2- 1 ELECTRICAL SERVICE WIRE, FURNISH & INSTALL LF 15.000 0639- 2- 6 ELECTRICAL SERVICE WIRE, REMOVE LF 50.000 0641- 2- 12 PRESTRESSED CONCRETE POLE, F&I, TYPE P-II SERVICE POLE EA 1.000 0641- 2- 18 PRESTRESSED CONCRETE POLE, F&I, TYPE P-VIII EA 4.000 0641- 2- 70 PRESTRESSED CONCRETE POLE, SHALLOW POLE REMOVAL- POLE 30' AND GREATER EA 6.000 0646- 1- 11 ALUMINUM SIGNALS POLE, PEDESTAL EA 7.000 0646- 1- 60 ALUMINUM SIGNALS POLE, REMOVE EA 6.000 0653- 1- 11 PEDESTRIAN SIGNAL, FURNISH & INSTALL LED COUNTDOWN, 1 WAY AS 10.000 0653- 1- 12 PEDESTRIAN SIGNAL, FURNISH & INSTALL LED COUNTDOWN, 2 WAYS AS 5.000 0653- 1- 60 PEDESTRIAN SIGNAL, REMOVE PED SIGNAL- POLE/PEDESTAL TO REMAIN AS 8.000 0660- 2-106 LOOP ASSEMBLY, F&I, TYPE F AS 17.000 0665- 1- 11 PEDESTRIAN DETECTOR, FURNISH & INSTALL, STANDARD EA 24.000 0665- 1- 60 PEDESTRIAN DETECTOR, REMOVE- POLE/PEDESTAL TO REMAIN EA 12.000 0700- 3-202 SIGN PANEL, FURNISH & INSTALL OVERHEAD MOUNT, 12-20 SF EA 2.000 0700-141-314 ENHANCED HIGHWAY SIGN ASSEMBLY, AC POWERED, F&I OVERHEAD MOUNT, W/BEACON, 31-50 SF OF STATIC SIGN PANELS EA 4.000 Page 33Bid Solicitation Notice - Proposal Item Quantities
Pdf Pages: 4
Work Type: Resurfacing
Proposal Id: T2A84
Letting Date: Oct 28, 2026
Letting Year: 2026
Letting Label: October 28, 2026
Cpp Holders Url: https://cpp.fdot.gov/contractorsorderingdocuments

View official postingOpens the original Florida Department of Transportation listing in a new tab

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Source: Florida Department of Transportation (solicitation 2026-T2A84), retrieved via a public procurement portal. View the official posting, and always confirm requirements and deadlines with the issuing agency.

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Government · Florida

Resurfacing — Putnam County, FL (FDOT Proposal T2A84)

Florida Department of TransportationIssuing agency·Florida·via a public procurement portal

17days left

Due Oct 28, 2026·Posted Sep 25, 2026

Prequalify For BondingBonding Prequal

AI takeaways

The Florida Department of Transportation is soliciting bids for resurfacing and related improvements on SR 20 in Putnam County, Florida.
The project has a budget estimate of $11,158,129.00 and a contract duration of 300 calendar days.
Bids are due on October 28, 2026, and the procurement method is competitive sealed bid.
The work includes milling and resurfacing, base work, shoulder treatment, curb and gutter, traffic signals, highway signing, sidewalk, strain poles, and other incidental construction.
The project covers 8.397 miles of roadway and 0.095 miles of bridge, with a total proposal length of 8.542 miles.
Key quantities include 245,086 SY of milling existing asphalt pavement at 3" average depth, 25,683.2 TN of Superpave asphaltic concrete, and 32,090 ED of work zone signs.

Est. value: $11,158,129.00
Method: Competitive sealed bid
Documents: 1 file

These takeaways are AI-generated and may be incomplete or wrong. Always verify every detail against the official documents before you bid.

Want to know if you can be bonded for this project? Get prequalified.Estimated at $11.2M. Propeller’s matching tier: Line of authority (up to $100M). One free application, soft pull.

Know you can be bonded before you spend a week on the bid
No scramble for a bond at the deadline — it becomes a request form
A good guy letter to show a GC or agency

Prequalify For Bonding →

Contact the buyer

2100047520Phone

Location:

Putnam County, FL

Open in Maps ↗

Solicitation

2026-T2A84

T2A84

Method

Competitive sealed bid

What this bid is asking for

AI-generated

Perform milling and resurfacing of existing asphalt pavement at various depths (3", 1 1/2", 3/4") on SR 20.
Place Superpave asphaltic concrete and asphalt concrete friction courses (FC-5, FC-12.5) with PG 76-22 binder.
Install and adjust concrete curb and gutter, sidewalk, detectable warnings, and pedestrian/bicycle railing.
Provide traffic control, temporary signalization, pavement markings (painted, thermoplastic, permanent tape), and signing (ground and overhead).
Install signalization including conduit, cable, prestressed concrete poles, pedestrian signals, loop assemblies, and electrical power service.

Requirements

From the documents

Estimated value: $11,158,129.00

Posted Scope of Work

FDOT Central Office Letting — October 28, 2026

Proposal: T2A84

County: Putnam

Major Work Type: Resurfacing

Bid Due: October 28, 2026

Notice (BSN): T2A84BSN.pdf

Plan & Proposal Holders (CPP) — amendments must be downloaded from CPP Online Ordering per FDOT amendment instructions.

Scope, read from the documentsAI-generated

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Documents

Download zip

T2A84BSN.pdfPDF

Preview Download

Questions & answers

AI-generated

What is the estimated budget for this project?

The proposal budget estimate is $11,158,129.00.

When is the bid due?

The bid is due on October 28, 2026.

What is the contract duration?

The contract duration is 300 calendar days.

Where is the work located?

The work is on SR 20 in Putnam County from Rowland Avenue to South Palm Avenue and from SR 19 to Alabama Avenue.

Full source recordEvery field Florida Department of Transportation published, untouched

Bsn Url: https://ftp.fdot.gov/public/file/pgd0qm3kx0cuoefqke7_uq/T2A84BSN.pdf
County: Putnam
List Url: https://www.fdot.gov/contracts/lettings/letting-project-info.shtm
Pdf Text: Florida Department of Transportation Bid Solicitation Notice and Approximate Quantities Letting: CT261028 Call Order: 007 Proposal: T2A84 District:02 Counties: Road Name: Limits: PUTNAM SR 20 FROM ROWLAND AVE TO S PALM AVE AND FROM SR 19 TO ALABAMA AVE Project(s): 21000475201(*) Federal Aid No: D226041B Project(s): 21000485201 Federal Aid No: D226042B Total Roadway Length: 8.397 Miles Contract Days: 300 Total Bridge Length: 0.095 Miles Letting Date: 10/28/26 Total Proposal Length: 8.542 Miles Contract Execution Days: 10 Special Start Date: N/A Aquis/Flexible Start Time: 15 Days Proposal Budget Estimate: $11,158,129.00 Please read the full advertisement Description: The Improvements under this Contract consist of milling & resurfacing, base work, shoulder treatment, curb & gutter, traffic signals, highway signing, sidewalk, strain poles, and other incidental construction on SR 20 in Putnam County from Rowland Avenue to South Palm Avenue. Call Order: 007 Proposal: T2A84 ALT Item Description Unit Quantity Section 0001 Roadway 0101- 1- MOBILIZATION (21000475201, 21000485201) LS 1.000 0102- 1- MAINTENANCE OF TRAFFIC (21000475201, 21000485201) LS 1.000 0102- 4- 1 PEDESTRIAN OR BICYCLE SPECIAL DETOUR (21000475201, 21000485201) LS 1.000 0102- 14- TRAFFIC CONTROL OFFICER HR 184.000 0102- 60- WORK ZONE SIGN ED 32,090.000 0102- 74- 1 CHANNELIZING DEVICE- TYPES I, II, DI, VP, DRUM, OR LCD ED 30,652.000 0102- 74- 8 CHANNELIZING DEVICE- PEDESTRIAN LCD (LONGITUDINAL CHANNELIZING DEVICE) FD 5,757.000 0102- 76- ARROW BOARD / ADVANCE WARNING ARROW PANEL ED 640.000 0102- 78- 2 TEMPORARY RAISED/RETROREFLECTIVE PAVEMENT MARKER, TYPE B EA 4,544.000 0102- 99- PORTABLE CHANGEABLE MESSAGE SIGN, TEMPORARY ED 668.000 0102-104- TEMPORARY SIGNALIZATION AND MAINTENANCE, INTERSECTION ED 900.000 0102-107- 1 TEMPORARY TRAFFIC DETECTION AND MAINTENANCE, INTERSECTION ED 900.000 0102-115- TYPE III BARRICADE ED 1,060.000 0102-150- 1 PORTABLE REGULATORY, SIGN ED 600.000 0102-150- 2 RADAR SPEED DISPLAY UNIT ED 600.000 0104- 1- ARTIFICIAL COVERINGS /ROLLED EROSION CONTROL PRODUCTS SY 250.000 0104- 10- 3 SEDIMENT BARRIER LF 387.000 0104- 18- INLET PROTECTION SYSTEM EA 176.000 0107- 1- LITTER REMOVAL AC 1,489.500 0107- 2- MOWING AC 1,152.430 0110- 1- 1 CLEARING & GRUBBING (21000485201) LS 1.000 Page 30Bid Solicitation Notice - Proposal Item Quantities Call Order: 007 Proposal: T2A84 ALT Item Description Unit Quantity 0110- 4- 10 REMOVAL OF EXISTING CONCRETE SY 526.000 0160- 4- TYPE B STABILIZATION SY 440.000 0285-709- OPTIONAL BASE, BASE GROUP 09 SY 234.000 0327- 70- 4 MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH SY 245,086.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 51,220.000 0327- 70- 19 MILLING EXISTING ASPHALT PAVEMENT, 3/4" AVG DEPTH SY 34,414.000 0334- 1- 53 SUPERPAVE ASPHALTIC CONCRETE, TRAFFIC C, PG76-22 TN 25,683.200 0337- 7- 25 ASPHALT CONCRETE FRICTION COURSE, INC BIT, FC-5, PG 76-22 TN 6,344.200 0337- 7- 83 ASPHALT CONCRETE FRICTION COURSE,TRAFFIC C, FC-12.5, PG 76 -22 TN 13,939.100 0425- 5- MANHOLE, ADJUST EA 11.000 0425- 6- VALVE BOXES, ADJUST EA 4.000 0515- 1- 41 PIPE HANDRAIL - GUIDERAIL, RELOCATE, STEEL LF 63.000 0515- 2-211 PEDESTRIAN / BICYCLE RAILING, STEEL, 42" TYPE 1 LF 20.000 0520- 1- 10 CONCRETE CURB & GUTTER, TYPE F LF 401.000 0520- 3- VALLEY GUTTER- CONCRETE LF 80.000 0520- 70- CONCRETE TRAFFIC SEPARATOR, SPECIAL- VARIABLE WIDTH SY 207.000 0522- 1- CONCRETE SIDEWALK AND DRIVEWAYS, 4" THICK SY 72.000 0522- 2- CONCRETE SIDEWALK AND DRIVEWAYS, 6" THICK SY 243.000 0527- 2- DETECTABLE WARNINGS SF 282.000 0570- 1- 2 PERFORMANCE TURF, SOD SY 24,992.000 0570- 13- 1 SHOULDER DROP OFF SOIL CY 3,806.300 0695- 1- 1 TRAFFIC MONITORING SITE VEHICLE SENSOR-NON-WEIGHT, FURNISH & INSTALL EA 4.000 0695- 6- 12 TRAFFIC MONITORING SITE INDUCTIVE LOOP ASSEMBLY, FURNISH & INSTALL, 2 LOOPS EA 4.000 0710- 11-101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 20.806 0710- 11-102 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR INTERCHANGE AND URBAN ISLAND, 8" GM 0.050 0710- 11-123 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR CROSSWALK AND ROUNDABOUT, 12" LF 4,818.000 0710- 11-124 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR DIAGONAL OR CHEVRON, 18" LF 545.000 0710- 11-125 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR STOP LINE OR CROSSWALK, 24" LF 2,539.000 0710- 11-131 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SKIP, 10-30 OR 3-9 SKIP, 6" WIDE GM 16.294 0710- 11-141 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, 2-4 DOTTED GUIDELINE/ 6-10 DOTTED EXTENSION, 6" GM 0.878 0710- 11-160 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, MESSAGE OR SYMBOL EA 99.000 0710- 11-170 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, ARROWS EA 385.000 0710- 11-201 PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, SOLID, 6" GM 15.698 0710- 11-241 PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, 2-4 DOTTED GUIDELINE/6-10 DOTTED EXTENSION, 6" GM 1.267 0999- 25- INITIAL CONTINGENCY AMOUNT, DO NOT BID (21000475201) LS 1.000 0999- 25- INITIAL CONTINGENCY AMOUNT, DO NOT BID (21000485201) LS 1.000 Page 31Bid Solicitation Notice - Proposal Item Quantities Call Order: 007 Proposal: T2A84 ALT Item Description Unit Quantity Section 0002 Signing 0546- 72- 3 GROUND-IN RUMBLE STRIPS, 8" SINUSOIDAL GM 13.928 0700- 1-111 SINGLE COLUMN GROUND SIGN ASSEMBLY, F&I GROUND MOUNT, LESS THAN 12 SF EA 111.000 0700- 1-112 SINGLE COLUMN GROUND SIGN ASSEMBLY, F&I GROUND MOUNT, 12.0-20.0 SF EA 27.000 0700- 1-113 SINGLE COLUMN GROUND SIGN ASSEMBLY, F&I GROUND MOUNT, 20.1-30.0 SF EA 9.000 0700- 1-600 SINGLE COLUMN GROUND SIGN ASSEMBLY, REMOVE EA 70.000 0700- 3-101 SIGN PANEL, FURNISH & INSTALL GROUND MOUNT, UP TO 12 SF EA 25.000 0700- 3-102 SIGN PANEL, FURNISH & INSTALL GROUND MOUNT, 12-20 SF EA 8.000 0700- 3-601 SIGN PANEL, REMOVE, UP TO 12 SF EA 27.000 0700- 3-602 SIGN PANEL, REMOVE, 12-20 SF EA 5.000 0700- 13- 15 RETROREFLECTIVE SIGN STRIP- FURNISH AND INSTALL, 5' EA 46.000 0705- 10- 1 OBJECT MARKER, TYPE 1 EA 27.000 0705- 11- 1 DELINEATOR, FLEXIBLE TUBULAR EA 59.000 0705- 11- 2 DELINEATOR, NON-FLEXIBLE EA 12.000 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 4,544.000 0710- 90- PAINTED PAVEMENT MARKINGS, FINAL SURFACE (21000475201) LS 1.000 0711- 11-102 THERMOPLASTIC, STANDARD, WHITE, SOLID, 8" FOR INTERCHANGE AND URBAN ISLAND GM 0.050 0711- 11-123 THERMOPLASTIC, STANDARD, WHITE, SOLID, 12" FOR CROSSWALK AND ROUNDABOUT LF 4,818.000 0711- 11-124 THERMOPLASTIC, STANDARD, WHITE, SOLID, 18" FOR DIAGONALS AND CHEVRONS LF 435.000 0711- 11-125 THERMOPLASTIC, STANDARD, WHITE, SOLID, 24" FOR STOP LINE AND CROSSWALK LF 870.000 0711- 11-141 THERMOPLASTIC, STANDARD, WHITE, 2-4 DOTTED GUIDELINE/ 6-10 GAP EXTENSION, 6" GM 0.878 0711- 11-160 THERMOPLASTIC, STANDARD, WHITE, MESSAGE OR SYMBOL EA 12.000 0711- 11-170 THERMOPLASTIC, STANDARD, WHITE, ARROW EA 298.000 0711- 11-224 THERMOPLASTIC, STANDARD, YELLOW, SOLID, 18" FOR DIAGONAL OR CHEVRON LF 110.000 0711- 11-241 THERMOPLASTIC, STANDARD, YELLOW, 2-4 DOTTED GUIDE LINE /6- 10 DOTTED EXTENSION LINE, 6" GM 1.267 0711- 14-125 THERMOPLASTIC, PREFORMED, WHITE, SOLID, 24" FOR CROSSWALK LF 1,669.000 0711- 14-160 THERMOPLASTIC, PREFORMED, WHITE, MESSAGE EA 87.000 0711- 14-170 THERMOPLASTIC, PREFORMED, WHITE, ARROW EA 87.000 0711- 15-101 THERMOPLASTIC, STANDARD-OPEN GRADED ASPHALT SURFACES WHITE, SOLID, 6" GM 9.306 0711- 15-131 THERMOPLASTIC, STANDARD-OPEN GRADED ASPHALT SURFACES, WHITE, SKIP, 6",10-30 SKIP OR 3-9 LANE DROP GM 8.434 0711- 15-201 THERMOPLASTIC, STANDARD-OPEN GRADED ASPHALT SURFACES, YELLOW, SOLID, 6" GM 8.092 0711- 16-101 THERMOPLASTIC, STANDARD-OTHER SURFACES, WHITE, SOLID, 6" GM 9.263 0711- 16-102 THERMOPLASTIC, STANDARD-OTHER SURFACES, WHITE, SOLID, 8" GM 0.216 0711- 16-131 THERMOPLASTIC, STANDARD-OTHER SURFACES, WHITE, SKIP, 6",10-30 SKIP OR 3-9 LANE DROP GM 7.860 Page 32Bid Solicitation Notice - Proposal Item Quantities Call Order: 007 Proposal: T2A84 ALT Item Description Unit Quantity 0711- 16-201 THERMOPLASTIC, STANDARD-OTHER SURFACES, YELLOW, SOLID, 6" GM 7.606 0711- 17- 1 THERMOPLASTIC, REMOVE EXISTING THERMOPLASTIC PAVEMENT MARKINGS- SURFACE TO REMAIN SF 1,169.000 0713-103-101 PERMANENT TAPE, WHITE, SOLID, 6" FOR CONCRETE BRIDGES GM 0.197 0713-103-181 PERMANENT TAPE, WHITE, 10-30 SKIP, 6" WIDE, FOR CONCRETE SURFACES GM 0.197 0713-103-201 PERMANENT TAPE, YELLOW, SOLID, 6" FOR CONCRETE BRIDGES GM 0.197 0713-103-381 PERMANENT TAPE, BLACK, 10-30 SKIP, 6" WIDE, FOR CONCRETE SURFACES GM 0.197 Section 0003 Signalization 0630- 2- 11 CONDUIT, FURNISH & INSTALL, OPEN TRENCH LF 112.000 0630- 2- 12 CONDUIT, FURNISH & INSTALL, DIRECTIONAL BORE LF 467.000 0632- 7- 1 SIGNAL CABLE- NEW OR RECONSTRUCTED INTERSECTION, FURNISH & INSTALL PI 2.000 0632- 7- 2 SIGNAL CABLE- REPAIR/REPLACE/OTHER, FURNISH & INSTALL LF 90.000 0632- 7- 6 SIGNAL CABLE, REMOVE- INTERSECTION PI 2.000 0634- 4-151 SPAN WIRE ASSEMBLY, F&I, TWO POINT, PERPENDICULAR PI 2.000 0635- 2- 11 PULL & SPLICE BOX, F&I, 13" x 24" COVER SIZE EA 5.000 0639- 1-122 ELECTRICAL POWER SERVICE, F&I, UNDERGROUND, METER PURCHASED BY CONTRACTOR AS 1.000 0639- 2- 1 ELECTRICAL SERVICE WIRE, FURNISH & INSTALL LF 15.000 0639- 2- 6 ELECTRICAL SERVICE WIRE, REMOVE LF 50.000 0641- 2- 12 PRESTRESSED CONCRETE POLE, F&I, TYPE P-II SERVICE POLE EA 1.000 0641- 2- 18 PRESTRESSED CONCRETE POLE, F&I, TYPE P-VIII EA 4.000 0641- 2- 70 PRESTRESSED CONCRETE POLE, SHALLOW POLE REMOVAL- POLE 30' AND GREATER EA 6.000 0646- 1- 11 ALUMINUM SIGNALS POLE, PEDESTAL EA 7.000 0646- 1- 60 ALUMINUM SIGNALS POLE, REMOVE EA 6.000 0653- 1- 11 PEDESTRIAN SIGNAL, FURNISH & INSTALL LED COUNTDOWN, 1 WAY AS 10.000 0653- 1- 12 PEDESTRIAN SIGNAL, FURNISH & INSTALL LED COUNTDOWN, 2 WAYS AS 5.000 0653- 1- 60 PEDESTRIAN SIGNAL, REMOVE PED SIGNAL- POLE/PEDESTAL TO REMAIN AS 8.000 0660- 2-106 LOOP ASSEMBLY, F&I, TYPE F AS 17.000 0665- 1- 11 PEDESTRIAN DETECTOR, FURNISH & INSTALL, STANDARD EA 24.000 0665- 1- 60 PEDESTRIAN DETECTOR, REMOVE- POLE/PEDESTAL TO REMAIN EA 12.000 0700- 3-202 SIGN PANEL, FURNISH & INSTALL OVERHEAD MOUNT, 12-20 SF EA 2.000 0700-141-314 ENHANCED HIGHWAY SIGN ASSEMBLY, AC POWERED, F&I OVERHEAD MOUNT, W/BEACON, 31-50 SF OF STATIC SIGN PANELS EA 4.000 Page 33Bid Solicitation Notice - Proposal Item Quantities
Pdf Pages: 4
Work Type: Resurfacing
Proposal Id: T2A84
Letting Date: Oct 28, 2026
Letting Year: 2026
Letting Label: October 28, 2026
Cpp Holders Url: https://cpp.fdot.gov/contractorsorderingdocuments

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Resurfacing — Putnam County, FL (FDOT Proposal T2A84)

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FDOT Central Office Letting — October 28, 2026

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Resurfacing — Putnam County, FL (FDOT Proposal T2A84)

What this bid is asking for

Requirements

Posted Scope of Work

FDOT Central Office Letting — October 28, 2026

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