CR4_Resurfacing_Plans_2026_05_07.pdf
PDF 12 MB Posted
- Solicitation number
- PD 25-26.085
- Issued by
- Escambia County, Florida
About this file
This is an engineering plan document prepared by Escambia County, Florida for the West Highway 4 Resurfacing and Roadway Improvements project. The project encompasses roadway resurfacing and safety improvements across five bid alternates covering approximately 52 miles of County Road 4, from CR 99 to US 29, with additional guardrail installations at specified locations. The work includes base repair, milling of existing asphalt at 1.5" to 3" depth, installation of 2" FDOT Type SP 12.5 76-22 asphalt concrete paving, earthwork and excavation, stabilized subgrade and graded aggregate base installation, right-of-way restoration with topsoil and centipede sod, and temporary and permanent pavement markings. Bid Alternate 1 (Base Bid) covers CR 99 to Bridge Approach at Canoe Creek with quantities including 7,040 tons of asphalt concrete paving, 64,000 square yards of milling, 13,000 square yards each of stabilized subgrade and graded aggregate base, and 6,800 square yards of sodding. Alternates 2 through 4 cover additional segments with varying quantities, while Alternate 5 addresses guardrail improvements with 3,156.50 linear feet of guardrail installation, 20 end treatment units, and 885 linear feet of guardrail removal.
The project notes that 50 percent of milling will be retained by the Escambia County Road Department, with the contractor responsible for coordination and the County providing trucks for milling collection. Maintenance of traffic including vehicle-mounted signs and pavement markings is required throughout all work areas. The work includes vehicle detection and signalized intersection maintenance at Byrneville Road. Bidders must provide costs for all listed line items and miscellaneous items not specifically itemized. The document references FDOT specifications and County Specifications 2300 and 2400 for materials and construction standards, with design approval dated April 2026 and the project located at 3363 West Park Place, Pensacola, Florida 32505.
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Text version
HWY 4 BID ALTERNATE 1 (BASE BID) RESURFACING
CR 99 TO BRIDGE APPROACH AT CANOE CREEK 484304
STA. 190+58.21 TO STA. 408+50.29
LINE ITEM DESCRIPTION TOTAL 4TY UNIT
Mobilization 1 LS
Maintenance of Traffic (MOT) TO INCLUDE VMBs
PAVEMENT MARKINGS
Earthwork Excavation by machine 2,295 CY
Disk Up Existing Turf and Redress To Grade (Does not include Seed and Mulch) 6,800 SY
2" FDOT Type SP 12.5 76-22 Asphalt Concrete Paving 7,040 TN
Type SP 12.5 Asphalt Leveling (110 lbs/SY) 1,540 TN
Mill Existing Asphalt 1.5" - 3" Depth 64,000 SY
10" Stabilized Subgrade, County Spec 2300 13,000
6" Graded aggregate Base "Min. LBR 100 at 100% Modified Proctor", County Spec 2400, over 1000sy 13,000 SY
Provide and Install 3" Top Soil 6,800
Centipede Sod, Staked 6,800
HWY 4 BID ALTERNATE 2 RESURFACING
ATMORE HWY SR 97 TO CR99
STA 10+51.22 TO STA 190+58.21
LINE ITEM DESCRIPTION TOTAL 4TY UNIT
2,100
6,000
5,225
2,310
47,500
21,000
21,000
6,000
6,000
HWY 4 BID ALTERNATE 3 RESURFACING
CANOE CREEK BRIDGE 484304 TO PLEASANT HILL RD
STA 415+60.96 TO STA 662+91.04
3,500
8,730
7,100
2,460
64,000
2,000
2,000
8,730
8,730
Vehicle Detection and Maintenance of signalized intersection at Byrneville Rd 1 LS
LS
LS
SY
SY
SY
LINE ITEM DESCRIPTION TOTAL 4TY UNIT
LS
CY
SY
TN
TN
SY
SY
LS
LS
SY
SY
SY
Mobilization
Maintenance of Traffic (MOT) TO INCLUDE VMBs
PAVEMENT MARKINGS
Earthwork Excavation by machine
Disk Up Existing Turf and Redress To Grade (Does not include Seed and Mulch)
2" FDOT Type SP 12.5 76-22 Asphalt Concrete Paving
Type SP 12.5 Asphalt Leveling (110 lbs/SY)
Mill Existing Asphalt 1.5" - 3" Depth
10" Stabilized Subgrade, County Spec 2300
6" Graded aggregate Base "Min. LBR 100 at 100% Modified Proctor", County Spec 2400, over 1000sy
Provide and Install 3" Top Soil
Centipede Sod, Staked
LS
CY
SY
TN
TN
SY
SY
LS
LS
SY
SY
SY
Mobilization
Maintenance of Traffic (MOT) TO INCLUDE VMBs
PAVEMENT MARKINGS
Earthwork Excavation by machine
Disk Up Existing Turf and Redress To Grade (Does not include Seed and Mulch)
2" FDOT Type SP 12.5 76-22 Asphalt Concrete Paving
Type SP 12.5 Asphalt Leveling (110 lbs/SY)
Mill Existing Asphalt 1.5" - 3" Depth
10" Stabilized Subgrade, County Spec 2300
6" Graded aggregate Base "Min. LBR 100 at 100% Modified Proctor", County Spec 2400, over 1000sy
Provide and Install 3" Top Soil
Centipede Sod, Staked
SURVEY
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HWY 4 BID ALTERNATE 4 RESURFACING
PLEASANT HILL RD TO US 29
STA 662+91.04 TO STA 714+62.93
1,612
1,450
12,186
3,094
3,094
1,612
1,612
HWY 4 BID ALTERNATE 5 GUARDRAIL
LOCATIONS PER PLAN SHEETS
MOBILIZATION 1 LS
Maintenance of Traffic (MOT) 1 LS
GUARDRAIL-ROADWAY, GENERAL, TL-3 3,156.50 LF
GUARDRAIL END TREATMENT- PARALLEL APPROACH TERMINAL 20 EA
GUARDRAIL REMOVAL 885 LF
GUARDRAIL TRANSITION CONNECTION TO RIGID BARRIER 4 EA
MISC. ASPHALT PAVEMENT 52.5 TN
GUARDRAIL BID NOTES
1. Total bid shall include all work indicated and described in the bid documents.
2. Costs for miscellaneous items not listed shall be included within the cost for the listed items to provide a complete price to complete the project.
3. Guardrail End Treatment lengths are included in the Guardrail linear foot quantity.
4. Actual lenngth may vary based on APL selection.
5. FDOT, SPI for Index 536-001 for additional details.
LINE ITEM DESCRIPTION TOTAL 4TY UNIT
LINE ITEM DESCRIPTION TOTAL 4TY UNIT
Maintenance of Traffic (MOT) TO INCLUDE VMBs
PAVEMENT MARKINGS
Earthwork Excavation by machine
Disk Up Existing Turf and Redress To Grade (Does not include Seed and Mulch)
2" FDOT Type SP 12.5 76-22 Asphalt Concrete Paving
Type SP 12.5 Asphalt Leveling (110 lbs/SY)
Mill Existing Asphalt 1.5" - 3" Depth
10" Stabilized Subgrade, County Spec 2300
6" Graded aggregate Base "Min. LBR 100 at 100% Modified Proctor", County Spec 2400, over 1000sy
Provide and Install 3" Top Soil
Centipede Sod, Staked
Mobilization LS
CY
SY
TN
TN
SY
SY
LS
LS
SY
SY
SY
SURVEY
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PROJECT
NUMBER
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