Government · Florida

Drainage — Brevard County, FL (FDOT Proposal T5914)

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

FDOT is seeking bids for drainage and roadway improvements on I-95 from Viera Blvd. to Fiske Blvd. in Brevard County, Florida.
The project has a budget estimate of $20,636,951.00 and a contract duration of 110 days.
Bids are due on October 28, 2026, under a competitive sealed bid process.
The work includes constructing auxiliary lanes, widening shoulders, installing guardrail, building a noise wall, and improving drainage, signing, pavement marking, and lighting.
Major quantities include 190,075 SF of sound/noise barrier, 46,943.5 CY of embankment, and 101,668 SY of performance turf.
Requirement: The bidder must comply with the FDOT Bid Solicitation Notice and Approximate Quantities for Proposal T5914.

Est. value: $20,636,951.00
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

4580571520Phone

Location:

Brevard County, FL

Open in Maps ↗

Solicitation

2026-T5914

T5914

Method

Competitive sealed bid

What this bid is asking for

AI-generated

Construct auxiliary lanes in both northbound and southbound directions on I-95.
Widen outside shoulders, install guardrail, and construct a noise wall.
Modify roadside ditches for stormwater treatment and perform signing, pavement marking, and lighting improvements.
Provide all labor, materials, and equipment for approximately 1.782 miles of roadway improvements.

Requirements

From the documents

Estimated value: $20,636,951.00

Posted Scope of Work

FDOT Central Office Letting — October 28, 2026

Proposal: T5914

County: Brevard

Major Work Type: Drainage

Bid Due: October 28, 2026

Notice (BSN): T5914BSN.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: 021 Proposal: T5914 District:05
Counties:
Road Name:
Limits:
BREVARD
SR 9 (I-95)
FROM VIERA BLVD TO SR 519 (FISKE BLVD)
Project(s): 45805715201(*) Federal Aid No: D526075B
Total Roadway Length: 1.782 Miles Contract Days: 110
Total Bridge Length: 0.000 Miles Letting Date: 10/28/26
Total Proposal Length: 1.782 Miles Contract Execution Days: 10
Special Start Date: N/A
Aquis/Flexible Start Time: 30 Days
Proposal Budget Estimate: $20,636,951.00
Please read the full advertisement
Description:
The Improvements under this Contract consist of constructing auxiliary lanes in both the northbound and southbound directions,
widening the outside shoulders, installing guardrail, constructing a noise wall, modifying roadside ditches for stormwater
treatment, and making signing, pavement marking, and lighting improvements on I-95 from Viera Blvd. to Fiske Blvd.,
approximately 1.782 miles in Brevard County.

Scope, read from the documentsAI-generated

The contract consists of constructing auxiliary lanes in both northbound and southbound directions, widening the outside shoulders, installing guardrail, constructing a noise wall, modifying roadside ditches for stormwater treatment, and making signing, pavement marking, and lighting improvements on I-95 from Viera Blvd. to Fiske Blvd., approximately 1.782 miles in Brevard County. Work also includes mobilization, maintenance of traffic, temporary detours, traffic control officers, work zone signs, temporary barriers, channelizing devices, temporary pavement markings, crash cushions, portable message signs, sediment and turbidity barriers, inlet protection, clearing and grubbing, excavation, embankment, base stabilization, asphalt paving, milling, inlets, manholes, pipe culverts, riprap, guardrail removal and installation, anti-graffiti coating, performance turf, conduit, pull boxes, electrical service, pavement markings, rumble strips, ground and overhead sign assemblies, raised pavement markers, thermoplastic markings, lighting conductors, luminaires, light poles, and pole cable distribution systems.

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Documents

Download zip

T5914BSN.pdfPDF

Preview Download

Questions & answers

AI-generated

What is the budget estimate for this project?

The proposal budget estimate is $20,636,951.00.

When is the bid due?

The bid is due on October 28, 2026.

What is the contract duration?

The contract days are 110.

Where is the work located?

The work is on I-95 from Viera Blvd. to Fiske Blvd. in Brevard County, Florida.

Full source recordEvery field Florida Department of Transportation published, untouched

Bsn Url: https://ftp.fdot.gov/public/file/z2yhdejofkefmhgkd6iq5q/T5914BSN.pdf
County: Brevard
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: 021 Proposal: T5914 District:05 Counties: Road Name: Limits: BREVARD SR 9 (I-95) FROM VIERA BLVD TO SR 519 (FISKE BLVD) Project(s): 45805715201(*) Federal Aid No: D526075B Total Roadway Length: 1.782 Miles Contract Days: 110 Total Bridge Length: 0.000 Miles Letting Date: 10/28/26 Total Proposal Length: 1.782 Miles Contract Execution Days: 10 Special Start Date: N/A Aquis/Flexible Start Time: 30 Days Proposal Budget Estimate: $20,636,951.00 Please read the full advertisement Description: The Improvements under this Contract consist of constructing auxiliary lanes in both the northbound and southbound directions, widening the outside shoulders, installing guardrail, constructing a noise wall, modifying roadside ditches for stormwater treatment, and making signing, pavement marking, and lighting improvements on I-95 from Viera Blvd. to Fiske Blvd., approximately 1.782 miles in Brevard County. Call Order: 021 Proposal: T5914 ALT Item Description Unit Quantity Section 0001 Roadway 0101- 1- MOBILIZATION (45805715201) LS 1.000 0102- 1- MAINTENANCE OF TRAFFIC (45805715201) LS 1.000 0102- 2-200 SPECIAL DETOUR- TEMPORARY PAVEMENT (45805715201) LS 1.000 0102- 2-300 SPECIAL DETOUR- TEMPORARY EARTHWORK/BASE (45805715201) LS 1.000 0102- 14- TRAFFIC CONTROL OFFICER HR 1,080.000 0102- 60- WORK ZONE SIGN ED 2,640.000 0102- 71- 15 TEMPORARY BARRIER, F&I, ANCHORED LF 804.000 0102- 71- 25 TEMPORARY BARRIER, RELOCATE, ANCHORED LF 384.000 0102- 74- 1 CHANNELIZING DEVICE- TYPES I, II, DI, VP, DRUM, OR LCD ED 22,440.000 0102- 78- 2 TEMPORARY RAISED/RETROREFLECTIVE PAVEMENT MARKER, TYPE B EA 583.000 0102- 89- 1 TEMPORARY CRASH CUSHION, REDIRECTIVE OPTION LO 2.000 0102- 99- PORTABLE CHANGEABLE MESSAGE SIGN, TEMPORARY (PCMS WILL BE PLACED 14 DAYS PRIOR TO CONSTRUCTION) ED 248.000 0102-150- 1 PORTABLE REGULATORY, SIGN ED 440.000 0102-150- 2 RADAR SPEED DISPLAY UNIT ED 440.000 0104- 10- 3 SEDIMENT BARRIER LF 11,643.000 0104- 11- FLOATING TURBIDITY BARRIER LF 98.000 0104- 12- STAKED TURBIDITY BARRIER- NYLON REINFORCED PVC LF 5,913.000 0104- 18- INLET PROTECTION SYSTEM EA 52.000 0107- 1- LITTER REMOVAL AC 123.860 0107- 2- MOWING AC 123.860 0110- 1- 1 CLEARING & GRUBBING (45805715201) LS 1.000 0120- 1- REGULAR EXCAVATION CY 8,284.300 Page 79Bid Solicitation Notice - Proposal Item Quantities Call Order: 021 Proposal: T5914 ALT Item Description Unit Quantity 0120- 4- SUBSOIL EXCAVATION CY 10,455.600 0120- 6- EMBANKMENT CY 46,943.500 0160- 4- TYPE B STABILIZATION SY 39,057.000 0285-704- OPTIONAL BASE, BASE GROUP 04 SY 16,818.000 0285-710- OPTIONAL BASE, BASE GROUP 10 SY 18,488.000 0285-711- OPTIONAL BASE, BASE GROUP 11 SY 1,774.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 182.000 0327- 70- 19 MILLING EXISTING ASPHALT PAVEMENT, 3/4" AVG DEPTH SY 5,365.000 0334- 1- 12 SUPERPAVE ASPHALTIC CONC, TRAFFIC B TN 2,682.200 0334- 1- 15 SUPERPAVE ASPHALTIC CONC, TRAFFIC E TN 3,905.900 0334- 1- 55 SUPERPAVE ASPHALTIC CONCRETE, TRAFFIC E, PG76-22 TN 3,254.300 0337- 7- 25 ASPHALT CONCRETE FRICTION COURSE, INC BIT, FC-5, PG 76-22 TN 1,050.600 0339- 1- MISCELLANEOUS ASPHALT PAVEMENT TN 58.600 0425- 1-541 INLETS, DT BOT, TYPE D, <10' EA 11.000 0425- 2- 61 MANHOLES, P-8, <10' EA 2.000 0430-174-224 PIPE CULVERT, OPTIONAL MATERIAL, OTHER SHAPE - ELLIP/ARCH, 24"SD LF 26.000 0430-175-118 PIPE CULVERT,OPTIONAL MATERIAL,ROUND, 18"S/CD LF 722.000 0430-175-124 PIPE CULVERT,OPTIONAL MATERIAL,ROUND, 24"S/CD LF 399.000 0430-524-100 STRAIGHT CONCRETE ENDWALLS, 24", SINGLE, 0 DEGREES, ROUND EA 5.000 0430-830- PIPE FILLING AND PLUGGING- PLACE OUT OF SERVICE CY 7.600 0430-982-125 MITERED END SECTION, OPTIONAL ROUND, 18" CD EA 6.000 0430-982-129 MITERED END SECTION, OPTIONAL ROUND, 24" CD EA 5.000 0430-984-629 MITERED END SECT, OPTIONAL - ELLIPTICAL / ARCH, 24" SD EA 4.000 0530- 3- 4 RIPRAP, RUBBLE, F&I, DITCH LINING TN 238.500 0534- 72-101 SOUND/NOISE BARRIER-INC FOUNDATION, PERMANENT SF 190,075.000 0536- 1- 1 GUARDRAIL -ROADWAY, GENERAL TL-3 LF 1,122.000 0536- 7- 3 SPECIAL GUARDRAIL POST- ENCASED POST FOR SHALLOW MOUNT EA 10.000 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 495.000 0536- 85- 20 GUARDRAIL END TREATMENT- TRAILING ANCHORAGE EA 2.000 0536- 85- 24 GUARDRAIL END TREATMENT- PARALLEL APPROACH TERMINAL EA 3.000 0563- 3- ANTI-GRAFFITI COATING, SACRIFICIAL SF 172,795.000 0570- 1- 1 PERFORMANCE TURF SY 101,668.000 0630- 2- 11 CONDUIT, FURNISH & INSTALL, OPEN TRENCH LF 947.000 0635- 2- 11 PULL & SPLICE BOX, F&I, 13" x 24" COVER SIZE EA 3.000 0635- 2- 12 PULL & SPLICE BOX, F&I, 24" X 36" COVER SIZE EA 2.000 0639- 2- 1 ELECTRICAL SERVICE WIRE, FURNISH & INSTALL LF 947.000 0710- 11-101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 0.758 0710- 11-201 PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, SOLID, 6" GM 0.252 0999- 20- 1 DISPUTES REVIEW BOARD, MEETING- DO NOT BID DA 7.000 0999- 20- 2 DISPUTES REVIEW BOARD, HEARING- DO NOT BID EA 2.000 0999- 25- INITIAL CONTINGENCY AMOUNT, DO NOT BID (45805715201) LS 1.000 Page 80Bid Solicitation Notice - Proposal Item Quantities Call Order: 021 Proposal: T5914 ALT Item Description Unit Quantity Section 0002 Signing 0546- 72- 3 GROUND-IN RUMBLE STRIPS, 8" SINUSOIDAL GM 2.795 0700- 1-111 SINGLE COLUMN GROUND SIGN ASSEMBLY, F&I GROUND MOUNT, LESS THAN 12 SF EA 4.000 0700- 1-112 SINGLE COLUMN GROUND SIGN ASSEMBLY, F&I GROUND MOUNT, 12.0-20.0 SF EA 3.000 0700- 1-500 SINGLE COLUMN GROUND SIGN ASSEMBLY, RELOCATE EA 2.000 0700- 1-600 SINGLE COLUMN GROUND SIGN ASSEMBLY, REMOVE EA 7.000 0700- 2-115 MULTI-COLUMN GROUND SIGN ASSEMBLY, F&I GROUND MOUNT, 50.1-100.0 SF EA 1.000 0700- 2-500 MULTI-COLUMN GROUND SIGN ASSEMBLY, RELOCATE EA 2.000 0700- 2-600 MULTI-COLUMN GROUND SIGN ASSEMBLY, REMOVE EA 2.000 0700- 3-203 SIGN PANEL, FURNISH & INSTALL OVERHEAD MOUNT, 21-30 SF EA 6.000 0700- 3-205 SIGN PANEL, FURNISH & INSTALL OVERHEAD MOUNT, 51-100 SF EA 1.000 0700- 3-206 SIGN PANEL, FURNISH & INSTALL OVERHEAD MOUNT, 101-200 SF EA 3.000 0700- 3-207 SIGN PANEL, FURNISH & INSTALL OVERHEAD MOUNT, 201-300 SF EA 2.000 0700- 3-603 SIGN PANEL, REMOVE, 21-30 SF EA 5.000 0700- 3-605 SIGN PANEL, REMOVE, 51-100 SF EA 1.000 0700- 3-606 SIGN PANEL, REMOVE, 101-200 SF EA 3.000 0700- 3-607 SIGN PANEL, REMOVE, 201-300 SF EA 1.000 0700- 4-113 OVERHEAD STATIC SIGN STRUCTURE, FURNISH & INSTALL, CANTILEVER, 31-40 FT EA 2.000 0700- 4-612 OVERHEAD STATIC SIGN STRUCTURE, DEEP FOUNDATION REMOVAL, CANTILEVER EA 1.000 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 598.000 0710- 90- PAINTED PAVEMENT MARKINGS, FINAL SURFACE (45805715201) LS 1.000 0711- 11-103 THERMOPLASTIC, STANDARD, WHITE, SOLID, 12" FOR INTERCHANGE MARKINGS GM 0.114 0711- 15-101 THERMOPLASTIC, STANDARD-OPEN GRADED ASPHALT SURFACES WHITE, SOLID, 6" GM 2.802 0711- 15-131 THERMOPLASTIC, STANDARD-OPEN GRADED ASPHALT SURFACES, WHITE, SKIP, 6",10-30 SKIP OR 3-9 LANE DROP GM 2.627 0711- 15-133 THERMOPLASTIC, STANDARD-OPEN GRADED ASPHALT SURFACES, WHITE, SKIP, 12"- APPROACH TO TOLL PLAZA OR 3-9 LANE DROP GM 1.000 0711- 15-201 THERMOPLASTIC, STANDARD-OPEN GRADED ASPHALT SURFACES, YELLOW, SOLID, 6" GM 0.252 0711- 17- 1 THERMOPLASTIC, REMOVE EXISTING THERMOPLASTIC PAVEMENT MARKINGS- SURFACE TO REMAIN SF 642.000 Section 0003 Lighting 0630- 2- 11 CONDUIT, FURNISH & INSTALL, OPEN TRENCH LF 5,536.000 0630- 2- 12 CONDUIT, FURNISH & INSTALL, DIRECTIONAL BORE LF 170.000 0635- 2- 11 PULL & SPLICE BOX, F&I, 13" x 24" COVER SIZE EA 26.000 0715- 1- 12 LIGHTING CONDUCTORS, F&I, INSULATED, NO.8 - 6 LF 23,165.000 0715- 1- 13 LIGHTING CONDUCTORS, F&I, INSULATED, NO 4 TO NO 2 LF 5,850.000 0715- 5- 31 LUMINAIRE & BRACKET ARM- ALUMINUM, FURNISH & INSTALL NEW LUMINAIRE AND ARM ON NEW/EXISTING POLE EA 21.000 0715- 5- 51 LUMINAIRE & BRACKET ARM, REMOVE LUMINAIRE AND ARM; POLE REMAINS EA 21.000 Page 81Bid Solicitation Notice - Proposal Item Quantities Call Order: 021 Proposal: T5914 ALT Item Description Unit Quantity 0715- 61-442 LIGHT POLE COMPLETE, F&I, STANDARD POLE STANDARD FOUNDATION, 45' MOUNTING HEIGHT, 12' ARM LENGTH EA 26.000 0715- 69-000 LIGHT POLE COMPLETE, REMOVE POLE AND FOUNDATION EA 21.000 0715-500- 1 POLE CABLE DISTRIBUTION SYSTEM, FURNISH AND INSTALL, CONVENTIONAL EA 47.000 Page 82Bid Solicitation Notice - Proposal Item Quantities
Pdf Pages: 4
Work Type: Drainage
Proposal Id: T5914
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-T5914), 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

Drainage — Brevard County, FL (FDOT Proposal T5914)

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

FDOT is seeking bids for drainage and roadway improvements on I-95 from Viera Blvd. to Fiske Blvd. in Brevard County, Florida.
The project has a budget estimate of $20,636,951.00 and a contract duration of 110 days.
Bids are due on October 28, 2026, under a competitive sealed bid process.
The work includes constructing auxiliary lanes, widening shoulders, installing guardrail, building a noise wall, and improving drainage, signing, pavement marking, and lighting.
Major quantities include 190,075 SF of sound/noise barrier, 46,943.5 CY of embankment, and 101,668 SY of performance turf.
Requirement: The bidder must comply with the FDOT Bid Solicitation Notice and Approximate Quantities for Proposal T5914.

Est. value: $20,636,951.00
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 $20.6M — that’s Propeller’s 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

4580571520Phone

Location:

Brevard County, FL

Open in Maps ↗

Solicitation

2026-T5914

T5914

Method

Competitive sealed bid

What this bid is asking for

AI-generated

Construct auxiliary lanes in both northbound and southbound directions on I-95.
Widen outside shoulders, install guardrail, and construct a noise wall.
Modify roadside ditches for stormwater treatment and perform signing, pavement marking, and lighting improvements.
Provide all labor, materials, and equipment for approximately 1.782 miles of roadway improvements.

Requirements

From the documents

Estimated value: $20,636,951.00

Posted Scope of Work

FDOT Central Office Letting — October 28, 2026

Proposal: T5914

County: Brevard

Major Work Type: Drainage

Bid Due: October 28, 2026

Notice (BSN): T5914BSN.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

T5914BSN.pdfPDF

Preview Download

Questions & answers

AI-generated

What is the budget estimate for this project?

The proposal budget estimate is $20,636,951.00.

When is the bid due?

The bid is due on October 28, 2026.

What is the contract duration?

The contract days are 110.

Where is the work located?

The work is on I-95 from Viera Blvd. to Fiske Blvd. in Brevard County, Florida.

Full source recordEvery field Florida Department of Transportation published, untouched

Bsn Url: https://ftp.fdot.gov/public/file/z2yhdejofkefmhgkd6iq5q/T5914BSN.pdf
County: Brevard
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: 021 Proposal: T5914 District:05 Counties: Road Name: Limits: BREVARD SR 9 (I-95) FROM VIERA BLVD TO SR 519 (FISKE BLVD) Project(s): 45805715201(*) Federal Aid No: D526075B Total Roadway Length: 1.782 Miles Contract Days: 110 Total Bridge Length: 0.000 Miles Letting Date: 10/28/26 Total Proposal Length: 1.782 Miles Contract Execution Days: 10 Special Start Date: N/A Aquis/Flexible Start Time: 30 Days Proposal Budget Estimate: $20,636,951.00 Please read the full advertisement Description: The Improvements under this Contract consist of constructing auxiliary lanes in both the northbound and southbound directions, widening the outside shoulders, installing guardrail, constructing a noise wall, modifying roadside ditches for stormwater treatment, and making signing, pavement marking, and lighting improvements on I-95 from Viera Blvd. to Fiske Blvd., approximately 1.782 miles in Brevard County. Call Order: 021 Proposal: T5914 ALT Item Description Unit Quantity Section 0001 Roadway 0101- 1- MOBILIZATION (45805715201) LS 1.000 0102- 1- MAINTENANCE OF TRAFFIC (45805715201) LS 1.000 0102- 2-200 SPECIAL DETOUR- TEMPORARY PAVEMENT (45805715201) LS 1.000 0102- 2-300 SPECIAL DETOUR- TEMPORARY EARTHWORK/BASE (45805715201) LS 1.000 0102- 14- TRAFFIC CONTROL OFFICER HR 1,080.000 0102- 60- WORK ZONE SIGN ED 2,640.000 0102- 71- 15 TEMPORARY BARRIER, F&I, ANCHORED LF 804.000 0102- 71- 25 TEMPORARY BARRIER, RELOCATE, ANCHORED LF 384.000 0102- 74- 1 CHANNELIZING DEVICE- TYPES I, II, DI, VP, DRUM, OR LCD ED 22,440.000 0102- 78- 2 TEMPORARY RAISED/RETROREFLECTIVE PAVEMENT MARKER, TYPE B EA 583.000 0102- 89- 1 TEMPORARY CRASH CUSHION, REDIRECTIVE OPTION LO 2.000 0102- 99- PORTABLE CHANGEABLE MESSAGE SIGN, TEMPORARY (PCMS WILL BE PLACED 14 DAYS PRIOR TO CONSTRUCTION) ED 248.000 0102-150- 1 PORTABLE REGULATORY, SIGN ED 440.000 0102-150- 2 RADAR SPEED DISPLAY UNIT ED 440.000 0104- 10- 3 SEDIMENT BARRIER LF 11,643.000 0104- 11- FLOATING TURBIDITY BARRIER LF 98.000 0104- 12- STAKED TURBIDITY BARRIER- NYLON REINFORCED PVC LF 5,913.000 0104- 18- INLET PROTECTION SYSTEM EA 52.000 0107- 1- LITTER REMOVAL AC 123.860 0107- 2- MOWING AC 123.860 0110- 1- 1 CLEARING & GRUBBING (45805715201) LS 1.000 0120- 1- REGULAR EXCAVATION CY 8,284.300 Page 79Bid Solicitation Notice - Proposal Item Quantities Call Order: 021 Proposal: T5914 ALT Item Description Unit Quantity 0120- 4- SUBSOIL EXCAVATION CY 10,455.600 0120- 6- EMBANKMENT CY 46,943.500 0160- 4- TYPE B STABILIZATION SY 39,057.000 0285-704- OPTIONAL BASE, BASE GROUP 04 SY 16,818.000 0285-710- OPTIONAL BASE, BASE GROUP 10 SY 18,488.000 0285-711- OPTIONAL BASE, BASE GROUP 11 SY 1,774.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 182.000 0327- 70- 19 MILLING EXISTING ASPHALT PAVEMENT, 3/4" AVG DEPTH SY 5,365.000 0334- 1- 12 SUPERPAVE ASPHALTIC CONC, TRAFFIC B TN 2,682.200 0334- 1- 15 SUPERPAVE ASPHALTIC CONC, TRAFFIC E TN 3,905.900 0334- 1- 55 SUPERPAVE ASPHALTIC CONCRETE, TRAFFIC E, PG76-22 TN 3,254.300 0337- 7- 25 ASPHALT CONCRETE FRICTION COURSE, INC BIT, FC-5, PG 76-22 TN 1,050.600 0339- 1- MISCELLANEOUS ASPHALT PAVEMENT TN 58.600 0425- 1-541 INLETS, DT BOT, TYPE D, <10' EA 11.000 0425- 2- 61 MANHOLES, P-8, <10' EA 2.000 0430-174-224 PIPE CULVERT, OPTIONAL MATERIAL, OTHER SHAPE - ELLIP/ARCH, 24"SD LF 26.000 0430-175-118 PIPE CULVERT,OPTIONAL MATERIAL,ROUND, 18"S/CD LF 722.000 0430-175-124 PIPE CULVERT,OPTIONAL MATERIAL,ROUND, 24"S/CD LF 399.000 0430-524-100 STRAIGHT CONCRETE ENDWALLS, 24", SINGLE, 0 DEGREES, ROUND EA 5.000 0430-830- PIPE FILLING AND PLUGGING- PLACE OUT OF SERVICE CY 7.600 0430-982-125 MITERED END SECTION, OPTIONAL ROUND, 18" CD EA 6.000 0430-982-129 MITERED END SECTION, OPTIONAL ROUND, 24" CD EA 5.000 0430-984-629 MITERED END SECT, OPTIONAL - ELLIPTICAL / ARCH, 24" SD EA 4.000 0530- 3- 4 RIPRAP, RUBBLE, F&I, DITCH LINING TN 238.500 0534- 72-101 SOUND/NOISE BARRIER-INC FOUNDATION, PERMANENT SF 190,075.000 0536- 1- 1 GUARDRAIL -ROADWAY, GENERAL TL-3 LF 1,122.000 0536- 7- 3 SPECIAL GUARDRAIL POST- ENCASED POST FOR SHALLOW MOUNT EA 10.000 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 495.000 0536- 85- 20 GUARDRAIL END TREATMENT- TRAILING ANCHORAGE EA 2.000 0536- 85- 24 GUARDRAIL END TREATMENT- PARALLEL APPROACH TERMINAL EA 3.000 0563- 3- ANTI-GRAFFITI COATING, SACRIFICIAL SF 172,795.000 0570- 1- 1 PERFORMANCE TURF SY 101,668.000 0630- 2- 11 CONDUIT, FURNISH & INSTALL, OPEN TRENCH LF 947.000 0635- 2- 11 PULL & SPLICE BOX, F&I, 13" x 24" COVER SIZE EA 3.000 0635- 2- 12 PULL & SPLICE BOX, F&I, 24" X 36" COVER SIZE EA 2.000 0639- 2- 1 ELECTRICAL SERVICE WIRE, FURNISH & INSTALL LF 947.000 0710- 11-101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 0.758 0710- 11-201 PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, SOLID, 6" GM 0.252 0999- 20- 1 DISPUTES REVIEW BOARD, MEETING- DO NOT BID DA 7.000 0999- 20- 2 DISPUTES REVIEW BOARD, HEARING- DO NOT BID EA 2.000 0999- 25- INITIAL CONTINGENCY AMOUNT, DO NOT BID (45805715201) LS 1.000 Page 80Bid Solicitation Notice - Proposal Item Quantities Call Order: 021 Proposal: T5914 ALT Item Description Unit Quantity Section 0002 Signing 0546- 72- 3 GROUND-IN RUMBLE STRIPS, 8" SINUSOIDAL GM 2.795 0700- 1-111 SINGLE COLUMN GROUND SIGN ASSEMBLY, F&I GROUND MOUNT, LESS THAN 12 SF EA 4.000 0700- 1-112 SINGLE COLUMN GROUND SIGN ASSEMBLY, F&I GROUND MOUNT, 12.0-20.0 SF EA 3.000 0700- 1-500 SINGLE COLUMN GROUND SIGN ASSEMBLY, RELOCATE EA 2.000 0700- 1-600 SINGLE COLUMN GROUND SIGN ASSEMBLY, REMOVE EA 7.000 0700- 2-115 MULTI-COLUMN GROUND SIGN ASSEMBLY, F&I GROUND MOUNT, 50.1-100.0 SF EA 1.000 0700- 2-500 MULTI-COLUMN GROUND SIGN ASSEMBLY, RELOCATE EA 2.000 0700- 2-600 MULTI-COLUMN GROUND SIGN ASSEMBLY, REMOVE EA 2.000 0700- 3-203 SIGN PANEL, FURNISH & INSTALL OVERHEAD MOUNT, 21-30 SF EA 6.000 0700- 3-205 SIGN PANEL, FURNISH & INSTALL OVERHEAD MOUNT, 51-100 SF EA 1.000 0700- 3-206 SIGN PANEL, FURNISH & INSTALL OVERHEAD MOUNT, 101-200 SF EA 3.000 0700- 3-207 SIGN PANEL, FURNISH & INSTALL OVERHEAD MOUNT, 201-300 SF EA 2.000 0700- 3-603 SIGN PANEL, REMOVE, 21-30 SF EA 5.000 0700- 3-605 SIGN PANEL, REMOVE, 51-100 SF EA 1.000 0700- 3-606 SIGN PANEL, REMOVE, 101-200 SF EA 3.000 0700- 3-607 SIGN PANEL, REMOVE, 201-300 SF EA 1.000 0700- 4-113 OVERHEAD STATIC SIGN STRUCTURE, FURNISH & INSTALL, CANTILEVER, 31-40 FT EA 2.000 0700- 4-612 OVERHEAD STATIC SIGN STRUCTURE, DEEP FOUNDATION REMOVAL, CANTILEVER EA 1.000 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 598.000 0710- 90- PAINTED PAVEMENT MARKINGS, FINAL SURFACE (45805715201) LS 1.000 0711- 11-103 THERMOPLASTIC, STANDARD, WHITE, SOLID, 12" FOR INTERCHANGE MARKINGS GM 0.114 0711- 15-101 THERMOPLASTIC, STANDARD-OPEN GRADED ASPHALT SURFACES WHITE, SOLID, 6" GM 2.802 0711- 15-131 THERMOPLASTIC, STANDARD-OPEN GRADED ASPHALT SURFACES, WHITE, SKIP, 6",10-30 SKIP OR 3-9 LANE DROP GM 2.627 0711- 15-133 THERMOPLASTIC, STANDARD-OPEN GRADED ASPHALT SURFACES, WHITE, SKIP, 12"- APPROACH TO TOLL PLAZA OR 3-9 LANE DROP GM 1.000 0711- 15-201 THERMOPLASTIC, STANDARD-OPEN GRADED ASPHALT SURFACES, YELLOW, SOLID, 6" GM 0.252 0711- 17- 1 THERMOPLASTIC, REMOVE EXISTING THERMOPLASTIC PAVEMENT MARKINGS- SURFACE TO REMAIN SF 642.000 Section 0003 Lighting 0630- 2- 11 CONDUIT, FURNISH & INSTALL, OPEN TRENCH LF 5,536.000 0630- 2- 12 CONDUIT, FURNISH & INSTALL, DIRECTIONAL BORE LF 170.000 0635- 2- 11 PULL & SPLICE BOX, F&I, 13" x 24" COVER SIZE EA 26.000 0715- 1- 12 LIGHTING CONDUCTORS, F&I, INSULATED, NO.8 - 6 LF 23,165.000 0715- 1- 13 LIGHTING CONDUCTORS, F&I, INSULATED, NO 4 TO NO 2 LF 5,850.000 0715- 5- 31 LUMINAIRE & BRACKET ARM- ALUMINUM, FURNISH & INSTALL NEW LUMINAIRE AND ARM ON NEW/EXISTING POLE EA 21.000 0715- 5- 51 LUMINAIRE & BRACKET ARM, REMOVE LUMINAIRE AND ARM; POLE REMAINS EA 21.000 Page 81Bid Solicitation Notice - Proposal Item Quantities Call Order: 021 Proposal: T5914 ALT Item Description Unit Quantity 0715- 61-442 LIGHT POLE COMPLETE, F&I, STANDARD POLE STANDARD FOUNDATION, 45' MOUNTING HEIGHT, 12' ARM LENGTH EA 26.000 0715- 69-000 LIGHT POLE COMPLETE, REMOVE POLE AND FOUNDATION EA 21.000 0715-500- 1 POLE CABLE DISTRIBUTION SYSTEM, FURNISH AND INSTALL, CONVENTIONAL EA 47.000 Page 82Bid Solicitation Notice - Proposal Item Quantities
Pdf Pages: 4
Work Type: Drainage
Proposal Id: T5914
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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Drainage — Brevard County, FL (FDOT Proposal T5914)

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FDOT Central Office Letting — October 28, 2026

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Drainage — Brevard County, FL (FDOT Proposal T5914)

What this bid is asking for

Requirements

Posted Scope of Work

FDOT Central Office Letting — October 28, 2026

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