T5914BSN.pdf

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Attached to
Drainage
Solicitation number
T5914
Issued by
Brevard County, Florida

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Summary of T5914BSN.pdf

This is a Project Description and Scope of Work document for the Florida Department of Transportation (FDOT) District 5, involving drainage and roadway improvements on Interstate 95 in Brevard County, Florida. The project encompasses constructing auxiliary lanes in both northbound and southbound directions, widening outside shoulders, installing guardrail systems, constructing a noise wall, modifying roadside ditches for stormwater treatment, and implementing signing, pavement marking, and lighting improvements along I-95 from Viera Boulevard to Fiske Boulevard, covering approximately 1.782 miles. The work includes comprehensive drainage design modifications to accommodate stormwater treatment in accordance with current environmental and transportation standards applicable to Florida roadways.

The project involves detailed specifications for roadside ditch modifications designed to function as stormwater treatment features, integrating environmental compliance with infrastructure improvements. The scope requires coordination with FDOT standards for guardrail installation, noise wall construction, and all associated roadway appurtenances. The work must address both safety improvements through auxiliary lane construction and shoulder widening, as well as environmental considerations through the implementation of stormwater treatment systems within the modified ditch configuration.

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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

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

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

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