T3937BSN.pdf
PDF 83 KB Posted
- Attached to
- Intermediate Bridge Construction
- Solicitation number
- T3937
- Issued by
- Jackson County, Florida
About this file
This is a Bid Solicitation Notice issued by the Florida Department of Transportation District 03 for an intermediate bridge construction project in Jackson County. The project involves roadway and pavement reconstruction, guardrail installation, drainage improvements, removal of existing bridge No. 530026, construction of new bridge No. 534203, and signing and pavement markings on CR 278 Peacock Bridge Road over the Chipola River. The contract encompasses 0.820 miles of total proposal length, including 0.760 miles of roadway and 0.060 miles of bridge. Key line items include concrete work (455.900 cubic yards of Class II bridge superstructure concrete, 95.300 cubic yards for approach slabs, and 141.800 cubic yards of Class IV substructure concrete), 1,999 linear feet of prestressed Florida-I beams at 45 inches, 831 linear feet of 42-inch diameter drilled shafts, reinforcing steel totaling 121,407 pounds, riprap and bedding stone work, temporary traffic control devices, and asphalt pavement work. The letting date is September 30, 2026, with a contract duration of 485 days and 10 days for contract execution. An acquisition/flexible start time of 120 days is available.
The project budget estimate is $9,035,014.00, with federal aid designated as D326021B. The contract is identified as Call Order 009, Proposal T3937, under project number 44905515201. No special start date has been designated. The solicitation includes comprehensive temporary traffic control requirements, environmental protection measures including sediment and turbidity barriers, and structural monitoring provisions for existing structures during construction. Mobilization and maintenance of traffic are lump-sum items, and the project requires a temporary detour with both pavement and earthwork/base components.
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Text version
Florida Department of Transportation Bid Solicitation Notice and Approximate Quantities
Letting: District:03
Counties:
Road Name:
Limits:
CT260930 Call Order: 009 Proposal: T3937
JACKSON
CR 278 (PEACOCK BRIDGE RD)
OVER CHIPOLA RIVER, BRIDGE NO 530026
Project(s): 44905515201(*) Federal Aid No: D326021B
Total Roadway Length: 0.760 Miles Contract Days: 485
Total Bridge Length: 0.060 Miles Letting Date: 09/30/26
Total Proposal Length: 0.820 Miles Contract Execution Days: 10
Special Start Date: N/A
Aquis/Flexible Start Time: 120 Days Flexible
Proposal Budget Estimate: $9,035,014.00
Please read the full advertisement
Description:
The Improvements under this Contract consist of roadway and pavement reconstruction, guardrail, drainage improvements, removal of existing bridge No. 530026, construction of new bridge No. 534203, signing and pavement markings on CR 278 Peacock Bridge Road over Chipola River Bridge No. 530026 in Jackson County.
Call Order: 009 Proposal: T3937
ALT Item Description Unit Quantity Section 0001 Structures
0110- 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (44905515201) LS 1.000
0400- 2- 4 CONC CLASS II, BRIDGE SUPERSTRUCTURE CY 455.900
0400- 2- 10 CONCRETE CLASS II, APPROACH SLABS CY 95.300
0400- 4- 5 CONCRETE CLASS IV, BRIDGE SUBSTRUCTURE CY 141.800
0400- 7- 1 BRIDGE DECK GROOVING SY 1,573.000
0400- 9- 1 BRIDGE DECK PLANING SY 1,573.000
0400-147- COMPOSITE NEOPRENE PADS CF 9.600
0415- 1- 4 REINFORCING STEEL - BRIDGE SUPERSTRUCTURE LB 78,205.000
0415- 1- 5 REINFORCING STEEL- BRIDGE SUBSTRUCTURE LB 25,286.000
0415- 1- 9 REINFORCING STEEL- APPROACH SLABS LB 17,916.000
0450- 2- 45 PREST BEAMS: FLORIDA-I BEAM 45" LF 1,999.000
0455- 88- 4 DRILLED SHAFT, 42" DIA LF 831.000
0455-107- 4 DRILLED SHAFT CASING, 42" DIAMETER LF 218.000
0455-111- CORE-PILOT HOLE, DRILLED SHAFT EXCAVATION LF 836.000
0455-122- 4 EXCAVATION UNCLASSIFIED SHAFT, 42" DIA LF 710.000
0455-147- 1 THERMAL INTEGRITY TESTING, UP TO 4' SHAFT DIAMETER EA 12.000
0458- 1- 11 BRIDGE DECK EXPANSION JOINT, NEW CONSTRUCTION, F&I
POURED JOINT WITH BACKER ROD
LF 83.000
0521- 5- 13 CONCRETE TRAFFIC RAILING- BRIDGE, 36" SINGLE-SLOPE LF 820.000
0530- 1-100 RIPRAP, SAND-CEMENT BAGS CY 41.700
0530- 3- 3 RIPRAP- RUBBLE, BANK AND SHORE TN 2,294.700
0530- 74- BEDDING STONE TN 854.300
0630- 2- 16 CONDUIT, FURNISH & INSTALL, EMBEDDED CONCRETE BARRIERS
AND TRAFFIC RAILINGS
LF 2,460.000
0635- 3- 13 JUNCTION BOX, FURNISH & INSTALL, EMBEDDED EA 6.000
Page 30Bid Solicitation Notice - Proposal Item Quantities
Call Order: 009 Proposal: T3937
ALT Item Description Unit Quantity Section 0002 Roadway
0101- 1- MOBILIZATION (44905515201) LS 1.000
0102- 1- MAINTENANCE OF TRAFFIC (44905515201) LS 1.000
0102- 2-200 SPECIAL DETOUR- TEMPORARY PAVEMENT (44905515201) LS 1.000
0102- 2-300 SPECIAL DETOUR- TEMPORARY EARTHWORK/BASE (44905515201) LS 1.000
0102- 3- COMMERCIAL MATERIAL FOR TEMPORARY DRIVEWAY
MAINTENANCE
CY 41.200
0102- 60- WORK ZONE SIGN ED 8,412.000
0102- 71- 15 TEMPORARY BARRIER, F&I, ANCHORED LF 1,100.000
0102- 71- 25 TEMPORARY BARRIER, RELOCATE, ANCHORED LF 200.000
0102- 74- 1 CHANNELIZING DEVICE- TYPES I, II, DI, VP, DRUM, OR LCD ED 26,582.000
0102- 89- 1 TEMPORARY CRASH CUSHION, REDIRECTIVE OPTION LO 6.000
0102- 99- PORTABLE CHANGEABLE MESSAGE SIGN, TEMPORARY ED 998.000
0102-115- TYPE III BARRICADE ED 220.000
0102-150- 2 RADAR SPEED DISPLAY UNIT ED 200.000
0104- 10- 3 SEDIMENT BARRIER LF 5,016.000
0104- 11- FLOATING TURBIDITY BARRIER LF 320.000
0104- 12- STAKED TURBIDITY BARRIER- NYLON REINFORCED PVC LF 711.000
0104- 15- SOIL TRACKING PREVENTION DEVICE EA 3.000
0104- 18- INLET PROTECTION SYSTEM EA 4.000
0108- 1- MONITOR EXISTING STRUCTURES- INSPECTION AND SETTLEMENT
MONITORING (44905515201)
LS 1.000
0108- 2- MONITOR EXISTING STRUCTURES- VIBRATION MONITORING
(44905515201)
LS 1.000
0110- 1- 1 CLEARING & GRUBBING (44905515201) LS 1.000
0110- 4- 10 REMOVAL OF EXISTING CONCRETE SY 130.000
0120- 1- REGULAR EXCAVATION CY 17,362.000
0120- 4- SUBSOIL EXCAVATION CY 320.000
0120- 6- EMBANKMENT CY 44,042.000
0145- 1- GEOSYNTHETIC REINFORCED SOIL SLOPE SF 1,883.000
0145- 2- GEOSYNTHETIC REINFORCED FOUNDATION OVER SOFT SOIL SY 1,612.000
0160- 4- TYPE B STABILIZATION SY 13,187.000
0285-701- OPTIONAL BASE, BASE GROUP 01 SY 3,115.000
0285-706- OPTIONAL BASE, BASE GROUP 06 SY 8,221.000
0286- 1- TURNOUT CONSTRUCTION/DRIVEWAY BASE- OPTIONAL MATERIALS SY 66.000
0327- 70- 12 MILLING EXISTING ASPHALT PAVEMENT, 1 1/4" AVG DEPTH SY 3,934.000
0334- 1- 52 SUPERPAVE ASPHALTIC CONCRETE, TRAFFIC B, PG76-22 TN 851.100
0337- 7- 80 ASPHALT CONCRETE FRICTION COURSE,TRAFFIC B, FC-9.5, PG 76-
TN 1,031.400
0339- 1- MISCELLANEOUS ASPHALT PAVEMENT TN 51.400
0425- 1-521 INLETS, DT BOT, TYPE C,<10' EA 1.000
0425- 1-701 INLETS, GUTTER, TYPE S, <10' EA 7.000
0430-173-118 PIPE CULVERT OPTIONAL MATERIAL, ROUND, 18", GUTTER DRAIN LF 185.000
0430-175-118 PIPE CULVERT,OPTIONAL MATERIAL,ROUND, 18"S/CD LF 88.000
0430-175-124 PIPE CULVERT,OPTIONAL MATERIAL,ROUND, 24"S/CD LF 37.000
Page 31Bid Solicitation Notice - Proposal Item Quantities
Call Order: 009 Proposal: T3937
ALT Item Description Unit Quantity
0430-524-100 STRAIGHT CONCRETE ENDWALLS, 24", SINGLE, 0 DEGREES,
ROUND
EA 2.000
0430-982-125 MITERED END SECTION, OPTIONAL ROUND, 18" CD EA 6.000
0520- 6- SHOULDER GUTTER- CONCRETE LF 1,021.000
0524- 1- 1 CONCRETE DITCH PAVT, NON REINFORCED, 3" SY 9.000
0530- 3- 4 RIPRAP, RUBBLE, F&I, DITCH LINING TN 31.600
0530- 74- BEDDING STONE TN 18.700
0536- 1- 1 GUARDRAIL -ROADWAY, GENERAL TL-3 LF 1,334.000
0536- 8-112 GUARDRAIL TRANSITION CONNECTION TO RIGID BARRIER, F&I-
INDEX 536-001, APPROACH TL-3
EA 4.000
0536- 73- GUARDRAIL REMOVAL LF 1,859.000
0536- 85- 24 GUARDRAIL END TREATMENT- PARALLEL APPROACH TERMINAL EA 4.000
0570- 1- 1 PERFORMANCE TURF SY 11,583.000
0570- 1- 2 PERFORMANCE TURF, SOD SY 19,325.000
0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 1,027.000
0710- 11-101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 3.659
0710- 11-125 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR
STOP LINE OR CROSSWALK, 24"
LF 24.000
0710- 11-201 PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, SOLID, 6" GM 3.691
Section 0003 Signing
0700- 1-111 SINGLE COLUMN GROUND SIGN ASSEMBLY, F&I GROUND MOUNT,
LESS THAN 12 SF
EA 2.000
0700- 1-500 SINGLE COLUMN GROUND SIGN ASSEMBLY, RELOCATE EA 5.000
0700- 1-600 SINGLE COLUMN GROUND SIGN ASSEMBLY, REMOVE EA 6.000
0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 216.000
0710- 90- PAINTED PAVEMENT MARKINGS, FINAL SURFACE (44905515201) LS 1.000
0711- 11-125 THERMOPLASTIC, STANDARD, WHITE, SOLID, 24" FOR STOP LINE
AND CROSSWALK
LF 33.000
0711- 16-101 THERMOPLASTIC, STANDARD-OTHER SURFACES, WHITE, SOLID, 6" GM 1.481
0711- 16-201 THERMOPLASTIC, STANDARD-OTHER SURFACES, YELLOW, SOLID,
6"
GM 1.506
0713-103-101 PERMANENT TAPE, WHITE, SOLID, 6" FOR CONCRETE BRIDGES GM 0.133
0713-103-201 PERMANENT TAPE, YELLOW, SOLID, 6" FOR CONCRETE BRIDGES GM 0.133
Page 32Bid Solicitation Notice - Proposal Item Quantities
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