Government · Florida

Resurfacing — Hillsborough County, FL (FDOT Proposal T7591)

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

33days left

Due Oct 28, 2026·Posted Sep 25, 2026

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AI takeaways

The work is mill-and-resurface resurfacing with sidewalk, gravity wall, pier protection barriers, guardrail, signing, pavement markings and signalization improvements on US 92 / SR 600 from Eureka Springs Rd to Thonotosassa Rd in Hillsborough County.
This competitive sealed bid for FDOT Proposal T7591, Call Order 022, is due October 28, 2026, with a proposal budget estimate of $18,425,000.00.
The Florida Department of Transportation District 07 letting was posted September 25, 2026 and covers 12.567 total proposal miles, including 12.540 roadway miles and 0.027 bridge miles.
Contract time is 300 contract days with 10 contract execution days and 60 days flexible start time.
Roadway quantities include 217,605 SY of milling at 3-inch average depth and 78,063 SY at 1-1/2-inch average depth, plus Superpave asphaltic concrete and asphalt concrete friction course items.
Concrete and roadside work includes new sidewalk and driveways, Type E and F curb and gutter, 525 LF of 56-inch pier protection barrier and crash wall at the I-75 overpass, and 4,515 LF of TL-3 guardrail.
Signing and marking work includes ground sign assemblies, object markers, raised pavement markers, ground-in rumble strips, painted pavement markings and thermoplastic markings.
Signalization, ITS and utilities work includes temporary signalization, conduit, pull and splice boxes, aluminum signal poles, pedestrian signals and detectors, vehicle detection equipment, CCTV cameras, drainage pipe and utility pipe and fixtures.
Amendments must be downloaded from CPP Online Ordering, with plan and proposal holder information available through CPP.

Est. value: $18,425,000.00
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.

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Contact the buyer

4503391520Phone

Location:

Hillsborough County, FL

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Solicitation

2026-T7591

T7591

Method

Competitive sealed bid

What this bid is asking for

AI-generated

Mill existing asphalt and resurface with Superpave and friction-course asphalt along the 12.5-mile corridor
Replace sidewalk slabs, install new sidewalk, gravity wall, curb and gutter, guardrail and pier protection barriers at the I-75 overpass
Install signing, pavement markings, rumble strips and signalization, detection, ITS and lighting-related items
Provide maintenance of traffic, drainage, utilities, turf and related roadway work

Requirements

From the documents

Estimated value: $18,425,000.00

Posted Scope of Work

FDOT Central Office Letting — October 28, 2026

Proposal: T7591

County: Hillsborough

Major Work Type: Resurfacing

Bid Due: October 28, 2026

Notice (BSN): T7591BSN.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: District:07
Counties:
Road Name:
Limits:
CT261028 Call Order: 022 Proposal: T7591
HILLSBOROUGH
SR 600 (US 92)
FROM EUREKA SPRINGS RD TO THONOTOSASSA RD
Project(s): 45033915201(*) Federal Aid No: D725022B
Project(s): 45033915601 Federal Aid No: N/A
Total Roadway Length: 12.540 Miles Contract Days: 300
Total Bridge Length: 0.027 Miles Letting Date: 10/28/26
Total Proposal Length: 12.567 Miles Contract Execution Days: 10
Special Start Date: N/A
Aquis/Flexible Start Time: 60 Days Flexible
Proposal Budget Estimate: $18,425,000.00
Please read the full advertisement
Description:
The Improvements under this Contract consist of mill and resurface of existing asphalt pavement, replace sidewalk slabs, install
new sidewalk and gravity wall, install pier protection barriers at the I-75 overpass, replace guardrail, install signing and pavement
markings and miscellaneous signalization improvements on US 92 / SR 600 from Eureka Springs Rd to Thonotosassa Rd in
Hillsborough County.

Scope, read from the documentsAI-generated

Mill and resurface existing asphalt pavement, replace sidewalk slabs, install new sidewalk and gravity wall, install pier protection barriers at the I-75 overpass, replace guardrail, install signing and pavement markings and miscellaneous signalization improvements along US 92 / SR 600, including maintenance of traffic, drainage, concrete curb, gutter and sidewalk, shoulder barrier, turf, conduit and pull boxes, traffic monitoring sites, vehicle detection, pedestrian signals, controllers, CCTV cameras, internally illuminated signs, and utility pipe and fixtures.

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Documents

Download zip

T7591BSN.pdfPDF

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Questions & answers

AI-generated

What is the work in Proposal T7591?

The Improvements under this Contract consist of mill and resurface of existing asphalt pavement, replace sidewalk slabs, install new sidewalk and gravity wall, install pier protection barriers at the I-75 overpass, replace guardrail, install signing and pavement markings and miscellaneous signalization improvements.

Where is the project located?

On US 92 / SR 600 from Eureka Springs Rd to Thonotosassa Rd in Hillsborough County, with a total proposal length of 12.567 miles.

When are bids due and what is the budget and contract time?

Bids are due October 28, 2026, the proposal budget estimate is $18,425,000.00, contract days are 300 with 10 contract execution days and 60 days flexible start time.

How are amendments handled?

Amendments must be downloaded from CPP Online Ordering per FDOT amendment instructions.

Full source recordEvery field Florida Department of Transportation published, untouched

Bsn Url: https://ftp.fdot.gov/public/file/sdbt3tycskmfguwkqzuxtg/T7591BSN.pdf
County: Hillsborough
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: District:07 Counties: Road Name: Limits: CT261028 Call Order: 022 Proposal: T7591 HILLSBOROUGH SR 600 (US 92) FROM EUREKA SPRINGS RD TO THONOTOSASSA RD Project(s): 45033915201(*) Federal Aid No: D725022B Project(s): 45033915601 Federal Aid No: N/A Total Roadway Length: 12.540 Miles Contract Days: 300 Total Bridge Length: 0.027 Miles Letting Date: 10/28/26 Total Proposal Length: 12.567 Miles Contract Execution Days: 10 Special Start Date: N/A Aquis/Flexible Start Time: 60 Days Flexible Proposal Budget Estimate: $18,425,000.00 Please read the full advertisement Description: The Improvements under this Contract consist of mill and resurface of existing asphalt pavement, replace sidewalk slabs, install new sidewalk and gravity wall, install pier protection barriers at the I-75 overpass, replace guardrail, install signing and pavement markings and miscellaneous signalization improvements on US 92 / SR 600 from Eureka Springs Rd to Thonotosassa Rd in Hillsborough County. Call Order: 022 Proposal: T7591 ALT Item Description Unit Quantity Section 0001 Roadway 0101- 1- MOBILIZATION (45033915201) LS 1.000 0102- 1- MAINTENANCE OF TRAFFIC (45033915201) LS 1.000 0102- 4- 1 PEDESTRIAN OR BICYCLE SPECIAL DETOUR (45033915201) LS 1.000 0102- 5- PEDESTRIAN ESCORT/FLAGGER HR 840.000 0102- 14- TRAFFIC CONTROL OFFICER HR 1,152.000 0102- 60- WORK ZONE SIGN ED 28,900.000 0102- 71- 15 TEMPORARY BARRIER, F&I, ANCHORED LF 696.000 0102- 71- 16 TEMPORARY BARRIER, F&I, FREE STANDING LF 732.000 0102- 74- 1 CHANNELIZING DEVICE- TYPES I, II, DI, VP, DRUM, OR LCD ED 24,725.000 0102- 74- 8 CHANNELIZING DEVICE- PEDESTRIAN LCD (LONGITUDINAL CHANNELIZING DEVICE) FD 2,409.000 0102- 89- 1 TEMPORARY CRASH CUSHION, REDIRECTIVE OPTION LO 4.000 0102- 99- PORTABLE CHANGEABLE MESSAGE SIGN, TEMPORARY ED 684.000 0102-115- TYPE III BARRICADE ED 4,800.000 0104- 10- 3 SEDIMENT BARRIER LF 18,441.000 0104- 12- STAKED TURBIDITY BARRIER- NYLON REINFORCED PVC LF 21.000 0104- 15- SOIL TRACKING PREVENTION DEVICE EA 2.000 0104- 18- INLET PROTECTION SYSTEM EA 35.000 0107- 1- LITTER REMOVAL AC 182.800 0107- 2- MOWING AC 91.400 0108- 1- MONITOR EXISTING STRUCTURES- INSPECTION AND SETTLEMENT MONITORING (45033915201) LS 1.000 0110- 1- 1 CLEARING & GRUBBING (45033915201) LS 1.000 Page 83Bid Solicitation Notice - Proposal Item Quantities Call Order: 022 Proposal: T7591 ALT Item Description Unit Quantity 0110- 4- 10 REMOVAL OF EXISTING CONCRETE SY 1,518.000 0110- 86- DELIVERY OF SALVAGEABLE MATERIAL TO FDOT (45033915201) LS 1.000 0120- 1- REGULAR EXCAVATION CY 550.000 0120- 6- EMBANKMENT CY 250.000 0285-715- OPTIONAL BASE, BASE GROUP 15 SY 277.000 0286- 2- TURNOUT CONSTRUCTION-ASPHALT/DRIVEWAY BASE- ASPHALT MATERIAL TN 45.200 0327- 70- 4 MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH SY 217,605.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 78,063.000 0334- 1- 55 SUPERPAVE ASPHALTIC CONCRETE, TRAFFIC E, PG76-22 TN 3,118.600 0334- 1- 59 SUPERPAVE ASPHALTIC CONCRETE, TRAFFIC E, HIGH POLYMER TN 14,836.700 0337- 7- 88 ASPHALT CONCRETE FRICTION COURSE,TRAFFIC E, FC-12.5, PG 76- 22 TN 3,190.500 0337- 7- 95 ASPHALT CONCRETE FRICTION COURSE,TRAFFIC E, FC-12.5, HIGH POLYMER TN 21,510.700 0339- 1- MISCELLANEOUS ASPHALT PAVEMENT TN 232.300 0400- 0- 11 CONCRETE CLASS NS, GRAVITY WALL INDEX 400-011 CY 96.000 0425- 1-365 INLETS, CURB, TYPE P-6, PARTIAL EA 1.000 0425- 1-521 INLETS, DT BOT, TYPE C,<10' EA 6.000 0425- 1-541 INLETS, DT BOT, TYPE D, <10' EA 1.000 0425- 1-910 INLETS, CLOSED FLUME EA 3.000 0425- 5- MANHOLE, ADJUST EA 14.000 0425- 6- VALVE BOXES, ADJUST EA 10.000 0425- 82- REPLACE GRATE EA 2.000 0430-174-118 PIPE CULVERT, OPTIONAL MATERIAL, ROUND, 18"SD LF 309.000 0430-174-124 PIPE CULVERT, OPTIONAL MATERIAL, ROUND, 24"SD LF 38.000 0430-174-130 PIPE CULVERT, OPTIONAL MATERIAL, ROUND, 30"SD LF 42.000 0430-174-218 PIPE CULVERT, OPTIONAL MATERIAL, OTHER SHAPE - ELLIP/ARCH, 18"SD LF 10.000 0430-175-118 PIPE CULVERT,OPTIONAL MATERIAL,ROUND, 18"S/CD LF 312.000 0430-175-130 PIPE CULVERT, OPT MATERIAL, ROUND, 30"S/CD LF 9.000 0430-175-218 PIPE CULVERT,OPTIONAL MATERIAL,OTHER-ELIP/ARCH, 18"S/CD LF 59.000 0430-530-100 STRAIGHT CONCRETE ENDWALLS, 30", SINGLE, 0 DEGREES, ROUND EA 1.000 0430-982-133 MITERED END SECTION, OPTIONAL ROUND, 30" CD EA 1.000 0430-982-625 MITERED END SECTION, OPTIONAL - ELLIPTICAL / ARCH, 18" CD EA 2.000 0430-984-123 MITERED END SECTION, OPTIONAL ROUND, 15" SD EA 9.000 0430-984-125 MITERED END SECTION, OPTIONAL ROUND, 18" SD EA 116.000 0430-984-129 MITERED END SECTION, OPTIONAL ROUND, 24" SD EA 32.000 0430-984-133 MITERED END SECTION , OPTIONAL ROUND, 30" SD EA 9.000 0430-984-625 MITERED END SECT, OPTIONAL - ELLIPTICAL / ARCH, 18" SD EA 2.000 0430-984-629 MITERED END SECT, OPTIONAL - ELLIPTICAL / ARCH, 24" SD EA 3.000 0430-984-633 MITERED END SECT, OPTIONAL /ELLIP/ARCH, 30" SD EA 1.000 0431- 1-530 PIPE LINER, SLIPLINING, 30" LF 81.000 0515- 1- 1 PIPE HANDRAIL - GUIDERAIL, STEEL LF 498.000 0520- 1- 7 CONCRETE CURB & GUTTER, TYPE E LF 503.000 Page 84Bid Solicitation Notice - Proposal Item Quantities Call Order: 022 Proposal: T7591 ALT Item Description Unit Quantity 0520- 1- 10 CONCRETE CURB & GUTTER, TYPE F LF 83.000 0521- 72- 56 SHOULDER CONCRETE BARRIER, 56" PIER PROTECTION BARRIER/CRASH WALL LF 525.000 0522- 1- CONCRETE SIDEWALK AND DRIVEWAYS, 4" THICK SY 1,648.000 0522- 2- CONCRETE SIDEWALK AND DRIVEWAYS, 6" THICK SY 1,047.000 0524- 1- 2 CONCRETE DITCH PAVEMENT, NON REINFORCED, 4" SY 22.000 0527- 2- DETECTABLE WARNINGS SF 1,680.000 0536- 1- 1 GUARDRAIL -ROADWAY, GENERAL TL-3 LF 4,515.000 0536- 8-122 GUARDRAIL TRANSITION CONNECTION TO RIGID BARRIER, F&I- INDEX 536-002, APPROACH TL-3 EA 1.000 0536- 73- GUARDRAIL REMOVAL LF 2,736.000 0536- 85- 20 GUARDRAIL END TREATMENT- TRAILING ANCHORAGE EA 3.000 0536- 85- 24 GUARDRAIL END TREATMENT- PARALLEL APPROACH TERMINAL EA 33.000 0536- 85- 26 GUARDRAIL END TREATMENT- TYPE CRT EA 3.000 0544- 3- 1 CRASH CUSHION, TL-3, NARROW EA 2.000 0570- 1- 2 PERFORMANCE TURF, SOD SY 6,405.000 0570- 1- 3 PERFORMANCE TURF, SOD AND SOIL- SHOULDER TREATMENT INDEX 570-010 SY 34,681.000 0630- 2- 11 CONDUIT, FURNISH & INSTALL, OPEN TRENCH LF 725.000 0635- 2- 11 PULL & SPLICE BOX, F&I, 13" x 24" COVER SIZE EA 5.000 0695- 1- 1 TRAFFIC MONITORING SITE VEHICLE SENSOR-NON-WEIGHT, FURNISH & INSTALL EA 16.000 0695- 6- 12 TRAFFIC MONITORING SITE INDUCTIVE LOOP ASSEMBLY, FURNISH & INSTALL, 2 LOOPS EA 16.000 0695- 7-132 TRAFFIC MONITORING SITE CABINET, FURNISH & INSTALL, TYPE 3, PEDESTAL MOUNT EA 5.000 0710- 11-101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 55.244 0710- 11-102 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR INTERCHANGE AND URBAN ISLAND, 8" GM 0.120 0710- 11-123 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR CROSSWALK AND ROUNDABOUT, 12" LF 16,064.000 0710- 11-124 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR DIAGONAL OR CHEVRON, 18" LF 1,038.000 0710- 11-125 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR STOP LINE OR CROSSWALK, 24" LF 15,202.000 0710- 11-141 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, 2-4 DOTTED GUIDELINE/ 6-10 DOTTED EXTENSION, 6" GM 5.070 0710- 11-160 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, MESSAGE OR SYMBOL EA 12.000 0710- 11-170 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, ARROWS EA 486.000 0710- 11-201 PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, SOLID, 6" GM 53.190 0710- 11-224 PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, SOLID FOR DIAGONAL OR CHEVRON, 18" LF 3,394.000 0710- 11-241 PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, 2-4 DOTTED GUIDELINE/6-10 DOTTED EXTENSION, 6" GM 1.812 0770- 2- 12 MCSAW VEHICLE DETECTION AND INDENTIFICATION - FURNISH AND INSTALL, WEIGH IN MOTION UNIT AS 2.000 0770- 2- 13 MCSAW VEHICLE DETECTION AND INDENTIFICATION - FURNISH AND INSTALL, INDUCTIVE LOOP ASSEMBLY EA 2.000 0999- 25- INITIAL CONTINGENCY AMOUNT, DO NOT BID (45033915201) LS 1.000 Page 85Bid Solicitation Notice - Proposal Item Quantities Call Order: 022 Proposal: T7591 ALT Item Description Unit Quantity Section 0002 Signing 0546- 72- 3 GROUND-IN RUMBLE STRIPS, 8" SINUSOIDAL GM 24.424 0700- 1-111 SINGLE COLUMN GROUND SIGN ASSEMBLY, F&I GROUND MOUNT, LESS THAN 12 SF EA 40.000 0700- 1-112 SINGLE COLUMN GROUND SIGN ASSEMBLY, F&I GROUND MOUNT, 12.0-20.0 SF EA 1.000 0700- 1-113 SINGLE COLUMN GROUND SIGN ASSEMBLY, F&I GROUND MOUNT, 20.1-30.0 SF EA 5.000 0700- 1-600 SINGLE COLUMN GROUND SIGN ASSEMBLY, REMOVE EA 3.000 0700- 3-101 SIGN PANEL, FURNISH & INSTALL GROUND MOUNT, UP TO 12 SF EA 324.000 0700- 3-601 SIGN PANEL, REMOVE, UP TO 12 SF EA 323.000 0700- 13- 15 RETROREFLECTIVE SIGN STRIP- FURNISH AND INSTALL, 5' EA 1.000 0705- 10- 1 OBJECT MARKER, TYPE 1 EA 76.000 0705- 10- 2 OBJECT MARKER, TYPE 2 EA 615.000 0705- 10- 3 OBJECT MARKER, TYPE 3 EA 16.000 0705- 11- 1 DELINEATOR, FLEXIBLE TUBULAR EA 6.000 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 4,965.000 0710- 90- PAINTED PAVEMENT MARKINGS, FINAL SURFACE (45033915201) LS 1.000 0711- 11-124 THERMOPLASTIC, STANDARD, WHITE, SOLID, 18" FOR DIAGONALS AND CHEVRONS LF 519.000 0711- 11-125 THERMOPLASTIC, STANDARD, WHITE, SOLID, 24" FOR STOP LINE AND CROSSWALK LF 1,840.000 0711- 11-141 THERMOPLASTIC, STANDARD, WHITE, 2-4 DOTTED GUIDELINE/ 6-10 GAP EXTENSION, 6" GM 2.535 0711- 11-160 THERMOPLASTIC, STANDARD, WHITE, MESSAGE OR SYMBOL EA 6.000 0711- 11-170 THERMOPLASTIC, STANDARD, WHITE, ARROW EA 243.000 0711- 11-224 THERMOPLASTIC, STANDARD, YELLOW, SOLID, 18" FOR DIAGONAL OR CHEVRON LF 1,697.000 0711- 11-241 THERMOPLASTIC, STANDARD, YELLOW, 2-4 DOTTED GUIDE LINE /6- 10 DOTTED EXTENSION LINE, 6" GM 0.906 0711- 14-123 THERMOPLASTIC, PREFORMED, WHITE, SOLID, 12" FOR CROSSWALK LF 8,032.000 0711- 14-125 THERMOPLASTIC, PREFORMED, WHITE, SOLID, 24" FOR CROSSWALK LF 5,761.000 0711- 16-101 THERMOPLASTIC, STANDARD-OTHER SURFACES, WHITE, SOLID, 6" GM 27.622 0711- 16-102 THERMOPLASTIC, STANDARD-OTHER SURFACES, WHITE, SOLID, 8" GM 0.060 0711- 16-201 THERMOPLASTIC, STANDARD-OTHER SURFACES, YELLOW, SOLID, 6" GM 26.595 0711- 16-231 THERMOPLASTIC, STANDARD-OTHER SURFACES, YELLOW, SKIP, 6" GM 0.610 Section 0003 Signalization 0102-104- TEMPORARY SIGNALIZATION AND MAINTENANCE, INTERSECTION ED 3,600.000 0102-107- 1 TEMPORARY TRAFFIC DETECTION AND MAINTENANCE, INTERSECTION ED 3,600.000 0102-112- EXISTING ITS MAINTENANCE DA 300.000 0425- 6- VALVE BOXES, ADJUST EA 2.000 0611- 2- 1 ITSFM LOCATION DOCUMENTATION- INTERSECTION EA 2.000 0630- 2- 11 CONDUIT, FURNISH & INSTALL, OPEN TRENCH LF 517.000 0630- 2- 12 CONDUIT, FURNISH & INSTALL, DIRECTIONAL BORE LF 2,457.000 Page 86Bid Solicitation Notice - Proposal Item Quantities Call Order: 022 Proposal: T7591 ALT Item Description Unit Quantity 0630- 2- 17 CONDUIT, FURNISH & INSTALL, OPEN TRENCH UNDER PAVEMENT LF 290.000 0632- 7- 1 SIGNAL CABLE- NEW OR RECONSTRUCTED INTERSECTION, FURNISH & INSTALL PI 8.000 0632- 7- 6 SIGNAL CABLE, REMOVE- INTERSECTION PI 8.000 0633- 6- FIBER OPTIC CABLE LOCATOR DA 300.000 0635- 2- 14 PULL & SPLICE BOX, F&I, 17" X 30" COVER SIZE EA 67.000 0646- 1- 11 ALUMINUM SIGNALS POLE, PEDESTAL EA 67.000 0646- 1- 60 ALUMINUM SIGNALS POLE, REMOVE EA 36.000 0650- 2-109 VEHICULAR SIGNAL AUXILIARIES, REPAIR/REPLACE/RETROFIT- FURNISH & INSTALL, BACKPLATE- FLEXIBLE REQUIRED EA 75.000 0653- 1- 11 PEDESTRIAN SIGNAL, FURNISH & INSTALL LED COUNTDOWN, 1 WAY AS 67.000 0660- 4- 11 VEHICLE DETECTION SYSTEM- VIDEO, FURNISH & INSTALL CABINET EQUIPMENT EA 8.000 0660- 4- 12 VEHICLE DETECTION SYSTEM- VIDEO, FURNISH & INSTALL ABOVE GROUND EQUIPMENT EA 14.000 0665- 1- 12 PEDESTRIAN DETECTOR, FURNISH & INSTALL, ACCESSIBLE EA 67.000 0671- 2- 40 TRAFFIC CONTROLLER, MODIFY EA 8.000 0682- 1-163 ITS CCTV CAMERA, PRESSURIZED, IP, HIGH DEFINITION EA 2.000 0700- 5- 22 INTERNALLY ILLUMINATED SIGN, FURNISH & INSTALL, OVERHEAD MOUNT, 12-18 SF EA 5.000 0700- 5- 60 INTERNALLY ILLUMINATED SIGN, REMOVE EA 5.000 Section 0004 Utilities 1050- 16-004 UTILITY PIPE,REMOVE & DISPOSE, 8-19.9" LF 14.000 1050- 51-212 UTILITY PIPE- DUCTILE IRON/CAST IRON, FURNISH & INSTALL, WATER/SEWER, 12" LF 16.000 1055- 51-112 UTILITY FITTINGS, DUCTILE IRON/CAST IRON, FURNISH & INSTALL ELBOW, 12" EA 4.000 1060- 15- UTILITY STRUCTURE, BELOW GROUND, ADJUST/MODIFY EA 4.000 1080- 21-112 UTILITY FIXTURE, VALVE/METER BOX, FURNISH & INSTALL, 12" EA 1.000 1080- 21-500 UTILITY FIXTURE, VALVE/METER BOX, ADJUST EA 7.000 1080- 24-112 UTILITY FIXTURE, VALVE ASSEMBLY, FURNISH AND INSTALL, 12" EA 1.000 1080- 29-112 UTILITY FIXTURE, MECHANICAL JOINT RESTRAINT, FURNISH & INSTALL, 12" EA 12.000 9999- 26- CONTINGENCY SA (Sixth) (SM Only) (45033915601) LS 1.000 Page 87Bid Solicitation Notice - Proposal Item Quantities
Pdf Pages: 5
Work Type: Resurfacing
Proposal Id: T7591
Letting Date: Oct 28, 2026
Letting Year: 2026
Letting Label: October 28, 2026
Categorized By: llm
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-T7591), 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 — Hillsborough County, FL (FDOT Proposal T7591)

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

33days left

Due Oct 28, 2026·Posted Sep 25, 2026

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AI takeaways

The work is mill-and-resurface resurfacing with sidewalk, gravity wall, pier protection barriers, guardrail, signing, pavement markings and signalization improvements on US 92 / SR 600 from Eureka Springs Rd to Thonotosassa Rd in Hillsborough County.
This competitive sealed bid for FDOT Proposal T7591, Call Order 022, is due October 28, 2026, with a proposal budget estimate of $18,425,000.00.
The Florida Department of Transportation District 07 letting was posted September 25, 2026 and covers 12.567 total proposal miles, including 12.540 roadway miles and 0.027 bridge miles.
Contract time is 300 contract days with 10 contract execution days and 60 days flexible start time.
Roadway quantities include 217,605 SY of milling at 3-inch average depth and 78,063 SY at 1-1/2-inch average depth, plus Superpave asphaltic concrete and asphalt concrete friction course items.
Concrete and roadside work includes new sidewalk and driveways, Type E and F curb and gutter, 525 LF of 56-inch pier protection barrier and crash wall at the I-75 overpass, and 4,515 LF of TL-3 guardrail.
Signing and marking work includes ground sign assemblies, object markers, raised pavement markers, ground-in rumble strips, painted pavement markings and thermoplastic markings.
Signalization, ITS and utilities work includes temporary signalization, conduit, pull and splice boxes, aluminum signal poles, pedestrian signals and detectors, vehicle detection equipment, CCTV cameras, drainage pipe and utility pipe and fixtures.
Amendments must be downloaded from CPP Online Ordering, with plan and proposal holder information available through CPP.

Est. value: $18,425,000.00
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.

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Contact the buyer

4503391520Phone

Location:

Hillsborough County, FL

Open in Maps ↗

Solicitation

2026-T7591

T7591

Method

Competitive sealed bid

What this bid is asking for

AI-generated

Mill existing asphalt and resurface with Superpave and friction-course asphalt along the 12.5-mile corridor
Replace sidewalk slabs, install new sidewalk, gravity wall, curb and gutter, guardrail and pier protection barriers at the I-75 overpass
Install signing, pavement markings, rumble strips and signalization, detection, ITS and lighting-related items
Provide maintenance of traffic, drainage, utilities, turf and related roadway work

Requirements

From the documents

Estimated value: $18,425,000.00

Posted Scope of Work

FDOT Central Office Letting — October 28, 2026

Proposal: T7591

County: Hillsborough

Major Work Type: Resurfacing

Bid Due: October 28, 2026

Notice (BSN): T7591BSN.pdf

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

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T7591BSN.pdfPDF

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What is the work in Proposal T7591?

Where is the project located?

On US 92 / SR 600 from Eureka Springs Rd to Thonotosassa Rd in Hillsborough County, with a total proposal length of 12.567 miles.

When are bids due and what is the budget and contract time?

Bids are due October 28, 2026, the proposal budget estimate is $18,425,000.00, contract days are 300 with 10 contract execution days and 60 days flexible start time.

How are amendments handled?

Amendments must be downloaded from CPP Online Ordering per FDOT amendment instructions.

Full source recordEvery field Florida Department of Transportation published, untouched

Bsn Url: https://ftp.fdot.gov/public/file/sdbt3tycskmfguwkqzuxtg/T7591BSN.pdf
County: Hillsborough
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: District:07 Counties: Road Name: Limits: CT261028 Call Order: 022 Proposal: T7591 HILLSBOROUGH SR 600 (US 92) FROM EUREKA SPRINGS RD TO THONOTOSASSA RD Project(s): 45033915201(*) Federal Aid No: D725022B Project(s): 45033915601 Federal Aid No: N/A Total Roadway Length: 12.540 Miles Contract Days: 300 Total Bridge Length: 0.027 Miles Letting Date: 10/28/26 Total Proposal Length: 12.567 Miles Contract Execution Days: 10 Special Start Date: N/A Aquis/Flexible Start Time: 60 Days Flexible Proposal Budget Estimate: $18,425,000.00 Please read the full advertisement Description: The Improvements under this Contract consist of mill and resurface of existing asphalt pavement, replace sidewalk slabs, install new sidewalk and gravity wall, install pier protection barriers at the I-75 overpass, replace guardrail, install signing and pavement markings and miscellaneous signalization improvements on US 92 / SR 600 from Eureka Springs Rd to Thonotosassa Rd in Hillsborough County. Call Order: 022 Proposal: T7591 ALT Item Description Unit Quantity Section 0001 Roadway 0101- 1- MOBILIZATION (45033915201) LS 1.000 0102- 1- MAINTENANCE OF TRAFFIC (45033915201) LS 1.000 0102- 4- 1 PEDESTRIAN OR BICYCLE SPECIAL DETOUR (45033915201) LS 1.000 0102- 5- PEDESTRIAN ESCORT/FLAGGER HR 840.000 0102- 14- TRAFFIC CONTROL OFFICER HR 1,152.000 0102- 60- WORK ZONE SIGN ED 28,900.000 0102- 71- 15 TEMPORARY BARRIER, F&I, ANCHORED LF 696.000 0102- 71- 16 TEMPORARY BARRIER, F&I, FREE STANDING LF 732.000 0102- 74- 1 CHANNELIZING DEVICE- TYPES I, II, DI, VP, DRUM, OR LCD ED 24,725.000 0102- 74- 8 CHANNELIZING DEVICE- PEDESTRIAN LCD (LONGITUDINAL CHANNELIZING DEVICE) FD 2,409.000 0102- 89- 1 TEMPORARY CRASH CUSHION, REDIRECTIVE OPTION LO 4.000 0102- 99- PORTABLE CHANGEABLE MESSAGE SIGN, TEMPORARY ED 684.000 0102-115- TYPE III BARRICADE ED 4,800.000 0104- 10- 3 SEDIMENT BARRIER LF 18,441.000 0104- 12- STAKED TURBIDITY BARRIER- NYLON REINFORCED PVC LF 21.000 0104- 15- SOIL TRACKING PREVENTION DEVICE EA 2.000 0104- 18- INLET PROTECTION SYSTEM EA 35.000 0107- 1- LITTER REMOVAL AC 182.800 0107- 2- MOWING AC 91.400 0108- 1- MONITOR EXISTING STRUCTURES- INSPECTION AND SETTLEMENT MONITORING (45033915201) LS 1.000 0110- 1- 1 CLEARING & GRUBBING (45033915201) LS 1.000 Page 83Bid Solicitation Notice - Proposal Item Quantities Call Order: 022 Proposal: T7591 ALT Item Description Unit Quantity 0110- 4- 10 REMOVAL OF EXISTING CONCRETE SY 1,518.000 0110- 86- DELIVERY OF SALVAGEABLE MATERIAL TO FDOT (45033915201) LS 1.000 0120- 1- REGULAR EXCAVATION CY 550.000 0120- 6- EMBANKMENT CY 250.000 0285-715- OPTIONAL BASE, BASE GROUP 15 SY 277.000 0286- 2- TURNOUT CONSTRUCTION-ASPHALT/DRIVEWAY BASE- ASPHALT MATERIAL TN 45.200 0327- 70- 4 MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH SY 217,605.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 78,063.000 0334- 1- 55 SUPERPAVE ASPHALTIC CONCRETE, TRAFFIC E, PG76-22 TN 3,118.600 0334- 1- 59 SUPERPAVE ASPHALTIC CONCRETE, TRAFFIC E, HIGH POLYMER TN 14,836.700 0337- 7- 88 ASPHALT CONCRETE FRICTION COURSE,TRAFFIC E, FC-12.5, PG 76- 22 TN 3,190.500 0337- 7- 95 ASPHALT CONCRETE FRICTION COURSE,TRAFFIC E, FC-12.5, HIGH POLYMER TN 21,510.700 0339- 1- MISCELLANEOUS ASPHALT PAVEMENT TN 232.300 0400- 0- 11 CONCRETE CLASS NS, GRAVITY WALL INDEX 400-011 CY 96.000 0425- 1-365 INLETS, CURB, TYPE P-6, PARTIAL EA 1.000 0425- 1-521 INLETS, DT BOT, TYPE C,<10' EA 6.000 0425- 1-541 INLETS, DT BOT, TYPE D, <10' EA 1.000 0425- 1-910 INLETS, CLOSED FLUME EA 3.000 0425- 5- MANHOLE, ADJUST EA 14.000 0425- 6- VALVE BOXES, ADJUST EA 10.000 0425- 82- REPLACE GRATE EA 2.000 0430-174-118 PIPE CULVERT, OPTIONAL MATERIAL, ROUND, 18"SD LF 309.000 0430-174-124 PIPE CULVERT, OPTIONAL MATERIAL, ROUND, 24"SD LF 38.000 0430-174-130 PIPE CULVERT, OPTIONAL MATERIAL, ROUND, 30"SD LF 42.000 0430-174-218 PIPE CULVERT, OPTIONAL MATERIAL, OTHER SHAPE - ELLIP/ARCH, 18"SD LF 10.000 0430-175-118 PIPE CULVERT,OPTIONAL MATERIAL,ROUND, 18"S/CD LF 312.000 0430-175-130 PIPE CULVERT, OPT MATERIAL, ROUND, 30"S/CD LF 9.000 0430-175-218 PIPE CULVERT,OPTIONAL MATERIAL,OTHER-ELIP/ARCH, 18"S/CD LF 59.000 0430-530-100 STRAIGHT CONCRETE ENDWALLS, 30", SINGLE, 0 DEGREES, ROUND EA 1.000 0430-982-133 MITERED END SECTION, OPTIONAL ROUND, 30" CD EA 1.000 0430-982-625 MITERED END SECTION, OPTIONAL - ELLIPTICAL / ARCH, 18" CD EA 2.000 0430-984-123 MITERED END SECTION, OPTIONAL ROUND, 15" SD EA 9.000 0430-984-125 MITERED END SECTION, OPTIONAL ROUND, 18" SD EA 116.000 0430-984-129 MITERED END SECTION, OPTIONAL ROUND, 24" SD EA 32.000 0430-984-133 MITERED END SECTION , OPTIONAL ROUND, 30" SD EA 9.000 0430-984-625 MITERED END SECT, OPTIONAL - ELLIPTICAL / ARCH, 18" SD EA 2.000 0430-984-629 MITERED END SECT, OPTIONAL - ELLIPTICAL / ARCH, 24" SD EA 3.000 0430-984-633 MITERED END SECT, OPTIONAL /ELLIP/ARCH, 30" SD EA 1.000 0431- 1-530 PIPE LINER, SLIPLINING, 30" LF 81.000 0515- 1- 1 PIPE HANDRAIL - GUIDERAIL, STEEL LF 498.000 0520- 1- 7 CONCRETE CURB & GUTTER, TYPE E LF 503.000 Page 84Bid Solicitation Notice - Proposal Item Quantities Call Order: 022 Proposal: T7591 ALT Item Description Unit Quantity 0520- 1- 10 CONCRETE CURB & GUTTER, TYPE F LF 83.000 0521- 72- 56 SHOULDER CONCRETE BARRIER, 56" PIER PROTECTION BARRIER/CRASH WALL LF 525.000 0522- 1- CONCRETE SIDEWALK AND DRIVEWAYS, 4" THICK SY 1,648.000 0522- 2- CONCRETE SIDEWALK AND DRIVEWAYS, 6" THICK SY 1,047.000 0524- 1- 2 CONCRETE DITCH PAVEMENT, NON REINFORCED, 4" SY 22.000 0527- 2- DETECTABLE WARNINGS SF 1,680.000 0536- 1- 1 GUARDRAIL -ROADWAY, GENERAL TL-3 LF 4,515.000 0536- 8-122 GUARDRAIL TRANSITION CONNECTION TO RIGID BARRIER, F&I- INDEX 536-002, APPROACH TL-3 EA 1.000 0536- 73- GUARDRAIL REMOVAL LF 2,736.000 0536- 85- 20 GUARDRAIL END TREATMENT- TRAILING ANCHORAGE EA 3.000 0536- 85- 24 GUARDRAIL END TREATMENT- PARALLEL APPROACH TERMINAL EA 33.000 0536- 85- 26 GUARDRAIL END TREATMENT- TYPE CRT EA 3.000 0544- 3- 1 CRASH CUSHION, TL-3, NARROW EA 2.000 0570- 1- 2 PERFORMANCE TURF, SOD SY 6,405.000 0570- 1- 3 PERFORMANCE TURF, SOD AND SOIL- SHOULDER TREATMENT INDEX 570-010 SY 34,681.000 0630- 2- 11 CONDUIT, FURNISH & INSTALL, OPEN TRENCH LF 725.000 0635- 2- 11 PULL & SPLICE BOX, F&I, 13" x 24" COVER SIZE EA 5.000 0695- 1- 1 TRAFFIC MONITORING SITE VEHICLE SENSOR-NON-WEIGHT, FURNISH & INSTALL EA 16.000 0695- 6- 12 TRAFFIC MONITORING SITE INDUCTIVE LOOP ASSEMBLY, FURNISH & INSTALL, 2 LOOPS EA 16.000 0695- 7-132 TRAFFIC MONITORING SITE CABINET, FURNISH & INSTALL, TYPE 3, PEDESTAL MOUNT EA 5.000 0710- 11-101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 55.244 0710- 11-102 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR INTERCHANGE AND URBAN ISLAND, 8" GM 0.120 0710- 11-123 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR CROSSWALK AND ROUNDABOUT, 12" LF 16,064.000 0710- 11-124 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR DIAGONAL OR CHEVRON, 18" LF 1,038.000 0710- 11-125 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR STOP LINE OR CROSSWALK, 24" LF 15,202.000 0710- 11-141 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, 2-4 DOTTED GUIDELINE/ 6-10 DOTTED EXTENSION, 6" GM 5.070 0710- 11-160 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, MESSAGE OR SYMBOL EA 12.000 0710- 11-170 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, ARROWS EA 486.000 0710- 11-201 PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, SOLID, 6" GM 53.190 0710- 11-224 PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, SOLID FOR DIAGONAL OR CHEVRON, 18" LF 3,394.000 0710- 11-241 PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, 2-4 DOTTED GUIDELINE/6-10 DOTTED EXTENSION, 6" GM 1.812 0770- 2- 12 MCSAW VEHICLE DETECTION AND INDENTIFICATION - FURNISH AND INSTALL, WEIGH IN MOTION UNIT AS 2.000 0770- 2- 13 MCSAW VEHICLE DETECTION AND INDENTIFICATION - FURNISH AND INSTALL, INDUCTIVE LOOP ASSEMBLY EA 2.000 0999- 25- INITIAL CONTINGENCY AMOUNT, DO NOT BID (45033915201) LS 1.000 Page 85Bid Solicitation Notice - Proposal Item Quantities Call Order: 022 Proposal: T7591 ALT Item Description Unit Quantity Section 0002 Signing 0546- 72- 3 GROUND-IN RUMBLE STRIPS, 8" SINUSOIDAL GM 24.424 0700- 1-111 SINGLE COLUMN GROUND SIGN ASSEMBLY, F&I GROUND MOUNT, LESS THAN 12 SF EA 40.000 0700- 1-112 SINGLE COLUMN GROUND SIGN ASSEMBLY, F&I GROUND MOUNT, 12.0-20.0 SF EA 1.000 0700- 1-113 SINGLE COLUMN GROUND SIGN ASSEMBLY, F&I GROUND MOUNT, 20.1-30.0 SF EA 5.000 0700- 1-600 SINGLE COLUMN GROUND SIGN ASSEMBLY, REMOVE EA 3.000 0700- 3-101 SIGN PANEL, FURNISH & INSTALL GROUND MOUNT, UP TO 12 SF EA 324.000 0700- 3-601 SIGN PANEL, REMOVE, UP TO 12 SF EA 323.000 0700- 13- 15 RETROREFLECTIVE SIGN STRIP- FURNISH AND INSTALL, 5' EA 1.000 0705- 10- 1 OBJECT MARKER, TYPE 1 EA 76.000 0705- 10- 2 OBJECT MARKER, TYPE 2 EA 615.000 0705- 10- 3 OBJECT MARKER, TYPE 3 EA 16.000 0705- 11- 1 DELINEATOR, FLEXIBLE TUBULAR EA 6.000 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 4,965.000 0710- 90- PAINTED PAVEMENT MARKINGS, FINAL SURFACE (45033915201) LS 1.000 0711- 11-124 THERMOPLASTIC, STANDARD, WHITE, SOLID, 18" FOR DIAGONALS AND CHEVRONS LF 519.000 0711- 11-125 THERMOPLASTIC, STANDARD, WHITE, SOLID, 24" FOR STOP LINE AND CROSSWALK LF 1,840.000 0711- 11-141 THERMOPLASTIC, STANDARD, WHITE, 2-4 DOTTED GUIDELINE/ 6-10 GAP EXTENSION, 6" GM 2.535 0711- 11-160 THERMOPLASTIC, STANDARD, WHITE, MESSAGE OR SYMBOL EA 6.000 0711- 11-170 THERMOPLASTIC, STANDARD, WHITE, ARROW EA 243.000 0711- 11-224 THERMOPLASTIC, STANDARD, YELLOW, SOLID, 18" FOR DIAGONAL OR CHEVRON LF 1,697.000 0711- 11-241 THERMOPLASTIC, STANDARD, YELLOW, 2-4 DOTTED GUIDE LINE /6- 10 DOTTED EXTENSION LINE, 6" GM 0.906 0711- 14-123 THERMOPLASTIC, PREFORMED, WHITE, SOLID, 12" FOR CROSSWALK LF 8,032.000 0711- 14-125 THERMOPLASTIC, PREFORMED, WHITE, SOLID, 24" FOR CROSSWALK LF 5,761.000 0711- 16-101 THERMOPLASTIC, STANDARD-OTHER SURFACES, WHITE, SOLID, 6" GM 27.622 0711- 16-102 THERMOPLASTIC, STANDARD-OTHER SURFACES, WHITE, SOLID, 8" GM 0.060 0711- 16-201 THERMOPLASTIC, STANDARD-OTHER SURFACES, YELLOW, SOLID, 6" GM 26.595 0711- 16-231 THERMOPLASTIC, STANDARD-OTHER SURFACES, YELLOW, SKIP, 6" GM 0.610 Section 0003 Signalization 0102-104- TEMPORARY SIGNALIZATION AND MAINTENANCE, INTERSECTION ED 3,600.000 0102-107- 1 TEMPORARY TRAFFIC DETECTION AND MAINTENANCE, INTERSECTION ED 3,600.000 0102-112- EXISTING ITS MAINTENANCE DA 300.000 0425- 6- VALVE BOXES, ADJUST EA 2.000 0611- 2- 1 ITSFM LOCATION DOCUMENTATION- INTERSECTION EA 2.000 0630- 2- 11 CONDUIT, FURNISH & INSTALL, OPEN TRENCH LF 517.000 0630- 2- 12 CONDUIT, FURNISH & INSTALL, DIRECTIONAL BORE LF 2,457.000 Page 86Bid Solicitation Notice - Proposal Item Quantities Call Order: 022 Proposal: T7591 ALT Item Description Unit Quantity 0630- 2- 17 CONDUIT, FURNISH & INSTALL, OPEN TRENCH UNDER PAVEMENT LF 290.000 0632- 7- 1 SIGNAL CABLE- NEW OR RECONSTRUCTED INTERSECTION, FURNISH & INSTALL PI 8.000 0632- 7- 6 SIGNAL CABLE, REMOVE- INTERSECTION PI 8.000 0633- 6- FIBER OPTIC CABLE LOCATOR DA 300.000 0635- 2- 14 PULL & SPLICE BOX, F&I, 17" X 30" COVER SIZE EA 67.000 0646- 1- 11 ALUMINUM SIGNALS POLE, PEDESTAL EA 67.000 0646- 1- 60 ALUMINUM SIGNALS POLE, REMOVE EA 36.000 0650- 2-109 VEHICULAR SIGNAL AUXILIARIES, REPAIR/REPLACE/RETROFIT- FURNISH & INSTALL, BACKPLATE- FLEXIBLE REQUIRED EA 75.000 0653- 1- 11 PEDESTRIAN SIGNAL, FURNISH & INSTALL LED COUNTDOWN, 1 WAY AS 67.000 0660- 4- 11 VEHICLE DETECTION SYSTEM- VIDEO, FURNISH & INSTALL CABINET EQUIPMENT EA 8.000 0660- 4- 12 VEHICLE DETECTION SYSTEM- VIDEO, FURNISH & INSTALL ABOVE GROUND EQUIPMENT EA 14.000 0665- 1- 12 PEDESTRIAN DETECTOR, FURNISH & INSTALL, ACCESSIBLE EA 67.000 0671- 2- 40 TRAFFIC CONTROLLER, MODIFY EA 8.000 0682- 1-163 ITS CCTV CAMERA, PRESSURIZED, IP, HIGH DEFINITION EA 2.000 0700- 5- 22 INTERNALLY ILLUMINATED SIGN, FURNISH & INSTALL, OVERHEAD MOUNT, 12-18 SF EA 5.000 0700- 5- 60 INTERNALLY ILLUMINATED SIGN, REMOVE EA 5.000 Section 0004 Utilities 1050- 16-004 UTILITY PIPE,REMOVE & DISPOSE, 8-19.9" LF 14.000 1050- 51-212 UTILITY PIPE- DUCTILE IRON/CAST IRON, FURNISH & INSTALL, WATER/SEWER, 12" LF 16.000 1055- 51-112 UTILITY FITTINGS, DUCTILE IRON/CAST IRON, FURNISH & INSTALL ELBOW, 12" EA 4.000 1060- 15- UTILITY STRUCTURE, BELOW GROUND, ADJUST/MODIFY EA 4.000 1080- 21-112 UTILITY FIXTURE, VALVE/METER BOX, FURNISH & INSTALL, 12" EA 1.000 1080- 21-500 UTILITY FIXTURE, VALVE/METER BOX, ADJUST EA 7.000 1080- 24-112 UTILITY FIXTURE, VALVE ASSEMBLY, FURNISH AND INSTALL, 12" EA 1.000 1080- 29-112 UTILITY FIXTURE, MECHANICAL JOINT RESTRAINT, FURNISH & INSTALL, 12" EA 12.000 9999- 26- CONTINGENCY SA (Sixth) (SM Only) (45033915601) LS 1.000 Page 87Bid Solicitation Notice - Proposal Item Quantities
Pdf Pages: 5
Work Type: Resurfacing
Proposal Id: T7591
Letting Date: Oct 28, 2026
Letting Year: 2026
Letting Label: October 28, 2026
Categorized By: llm
Cpp Holders Url: https://cpp.fdot.gov/contractorsorderingdocuments

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Resurfacing — Hillsborough County, FL (FDOT Proposal T7591)

What this bid is asking for

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Posted Scope of Work

FDOT Central Office Letting — October 28, 2026

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Resurfacing — Hillsborough County, FL (FDOT Proposal T7591)

What this bid is asking for

Requirements

Posted Scope of Work

FDOT Central Office Letting — October 28, 2026

More asphalt bids in Florida, weekly.

Documents

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Questions & answers

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