Driftwood-Ellis-Rdwys-EPCC.xlsx
XLSX spreadsheet 74 KB Posted
- Solicitation number
- 25-27
- Issued by
- Walton County, Florida
About this file
This is a bid specification spreadsheet for Walton County, Florida's Driftwood Road and Ellis Road Roadway Improvements project (Invitation to Bid #25-27), detailing itemized costs and quantities for a comprehensive infrastructure reconstruction initiative in Miramar Beach. The project involves transforming Driftwood Road and Ellis Road from U.S. Highway 98 to Scenic Gulf Drive into a one-way paired roadway system, including demolition of existing pavement and driveways, earthwork, and reconstruction with two 12-foot travel lanes and an 8-foot concrete multiuse path. Major work categories include staging and maintenance of traffic (180 days at $1,563.97 per day for $281,515 total), mobilization at $471,322, erosion control measures including silt fence and inlet protection systems, demolition of 11,000 square yards of roadway pavement ($526,570), concrete sidewalk installation (2,800 square yards at $74.44 per square yard), and drainage infrastructure including Type F curb and gutter (6,640 linear feet at $45.84 per linear foot for $304,378). The contract duration is 420 days to substantial completion with an additional 30 days for punch list items. The bid response deadline is October 20, 2025 at 3:00 pm, with a non-mandatory pre-bid conference scheduled for September 25, 2025 at 8:30 am.
Bidders must be FDOT prequalified in specific work classes including Drainage, Flexible Paving, Grading, and Sidewalk, and must provide a 5% bid security. The detailed bid schedule encompasses substantial capital investment with major cost components including mobilization ($471,322), maintenance of traffic ($281,515), roadway pavement removal ($526,570), and curb and gutter installation ($304,378). Additional itemized costs address pavement restoration ($186,960), concrete sidewalk construction ($208,432), embankment earthwork ($141,187), and various drainage and erosion control measures. Liquidated damages are assessed at $3,813.00 per calendar day for substantial completion delays and $1,906.50 per calendar day for punch list item completion delays. The project requires comprehensive documentation including drug-free workplace certification, proof of registration, and documentation of previous experience. Complex regulatory compliance is necessary, including a Florida Department of Transportation Driveway Connection Permit and a Northwest Florida Water Management District Environmental Resource Permit. An optional bid item addresses potential water and sewer line relocation, reflecting coordination requirements with utility providers during the phased construction and maintenance of traffic plan.
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Text version
EPCC
| Specification | ||||||
| No. | Item Description | Quantity | Unit | Unit Cost | SubTotal | |
| Staging and Maintenance of Traffic | $ - 0 | |||||
| 0101 001000 | Mobilization, 8% of Site Costs | 1 | LS | $ 471,321.36 | $ 471,322.00 | |
| 0102 001000 | Maintenance of Traffic (including Temporary Traffic Controls) | 180 | DAY | $ 1,563.97 | $ 281,515.00 | |
| Erosion Control | ||||||
| 0104 010003 | Sediment Barrier, Staked Silt Fence | 9,600 | LF | $ 2.42 | $ 23,232.00 | |
| 0104 015000 | Soil Tracking Prevention Device (Construction Entrance) | 4 | EA | $ 4,128.15 | $ 16,513.00 | |
| 0104 018000 | Inlet Protection System | 37 | EA | $ 185.40 | $ 6,860.00 | |
| Demolition | ||||||
| 110001001 | Clearing and Grubbing | 1.17 | AC | $ 56,309.92 | $ 65,883.00 | |
| 110004010 | Roadway Pavement to be removed | 11,000.00 | SY | $ 47.87 | $ 526,570.00 | |
| 110004003 | Concrete driveways and sidewalks to be removed | 1,650.00 | SY | $ 47.87 | $ 78,986.00 | |
| 1050 16003 | UTILITY PIPE,REMOVE & DISPOSE, 5-7.9" | 2,600.00 | LF | $ 45.36 | $ 117,936.00 | |
| Earthwork | ||||||
| 0120 006000 | Embankment | 5,900 | CY | $ 23.93 | $ 141,187.00 | |
| Pavement | ||||||
| 0522 001000 | 4" (IN.) THICK CONC. SIDEWALK PER FDOT INDEX 522-001 | 2,800 | SY | $ 74.44 | $ 208,432.00 | |
| 0522 002000 | Restore existing driveways - match existing (concrete, asphalt or pavers) | 1,900 | SY | $ 98.40 | $ 186,960.00 | |
| 0527 002000 | Detectable Warnings | 902 | SF | $ 40.96 | $ 36,946.00 | |
| 0520 001010 | Type F (Modified) Curb and Gutter, Concrete | 6,640 | LF | $ 45.84 | $ 304,378.00 | |
| 0520 003000 | Valley Gutter, Concrete | 59 | LF | $ 62.31 | $ 3,677.00 | |
| 0334 001012 | Proposed Roadway Pavement - Superpave Asphaltic Concrete, Traffic B | 54 | TN | $ 139.09 | $ 7,530.00 | |
| 0285 007006 | 8" Crushed Limerock, Crushed Conc, or GAB mat, compacted | 5,306 | SY | $ 26.30 | $ 139,540.00 | |
| 0160 004000 | 12" Type B Stabilization | 7,955 | SY | $ 8.18 | $ 65,069.00 | |
| Drainage | ||||||
| 0425 2 41 | Manholes, P-7, <10' | 16 | EA | $ 8,974.55 | $ 143,593.00 | |
| 0425 1541 | Inlets, Ditch Bottom, Type D, <10' | 1 | EA | $ 8,246.82 | $ 8,247.00 | |
| 0425 1711 | Inlets, Gutter, Type V, <10' | 3 | EA | $ 10,066.95 | $ 30,201.00 | |
| 0425 1351 | Inlets, Curb, Type P-5, <10' | 21 | EA | $ 10,402.26 | $ 218,448.00 | |
| 0425 1361 | Inlets, Curb, Type P-6, <10' | 10 | EA | $ 9,766.06 | $ 97,661.00 | |
| 0425 1211 | Inlets, Curb, Type 10, <10' | 1 | EA | $ 8,059.41 | $ 8,060.00 | |
| 0425 1910 | Closed Flume Inlet | 1 | EA | $ 9,368.90 | $ 9,369.00 | |
| 0425100 24 | SPECIAL DRAINAGE STRUCTURE, UTILITY CONFLICT MANHOLE | 16 | EA | $ 17,576.00 | $ 281,216.00 | |
| WC-01 | Internal weir added to drainage structures | 4 | EA | $ 3,000.00 | $ 12,000.00 | |
| 0430 174118 | 18" HDPE, Pipe Culvert, Optional Material, Round, 18" SD | 21 | LF | $ 193.35 | $ 4,061.00 | |
| 0430 174124 | 24" HDPE, Pipe Culvert, Optional Material, Round, 24" SD | 427 | LF | $ 207.17 | $ 88,462.00 | |
| 0430 174130 | 30" HDPE, Pipe Culvert, Optional Material, Round, 30" SD | 2,717 | LF | $ 282.69 | $ 768,069.00 | |
| 0443 70 4 | FRENCH DRAIN, 24" - Exfiltration Trench | 1,192 | LF | $ 248.70 | $ 296,451.00 | |
| 0443 70 5 | FRENCH DRAIN, 30" - Exfiltration Trench | 2,362 | LF | $ 415.00 | $ 980,230.00 | |
| Water | ||||||
| 1050 31203 | 3" PVC WM Relocation - including fittings | 145 | LF | $ 251.00 | $ 36,395.00 | |
| 1050 31206 | 6" PVC WM Relocation - including fittings | 2,911 | LF | $ 168.89 | $ 491,639.00 | |
| WC 11 | Locate and protect and add restraints at all joints along existing water main | 2,300 | LF | $ 50.00 | $ 115,000.00 | |
| Striping and Signage | ||||||
| 0700 001011 | Stop Sign, Single Post Sign, F&I Ground Mount, Up to 12 SF | 15 | EA | $ 521.70 | $ 7,826.00 | |
| 0700 001011 | PROPOSED ONE WAY SIGN (R6-1) | 46 | EA | $ 521.70 | $ 23,999.00 | |
| 0700 001011 | PROPOSED WRONG WAY SIGN (R5-1a) | 2 | EA | $ 521.70 | $ 1,044.00 | |
| 0705 11 1 | DELINEATOR, FLEXIBLE TUBULAR (PR. FLEX STICKS 4' O.C.) | 59 | EA | $ 103.53 | $ 6,057.00 | |
| 0711 011125 | THERMOPLASTIC, STANDARD, WHITE, SOLID, 24" FOR STOP LINE | 175 | LF | $ 7.86 | $ 1,376.00 | |
| 0711 011125 | THERMOPLASTIC, STANDARD, WHITE, SOLID, FOR CROSSWALK | 1,248 | LF | $ 7.86 | $ 9,810.00 | |
| 0711 016201 | Double Yellow Pvmt Striping, Thermoplastic, Standard, Yellow, Solid, 6" | 1 | GM | $ 6,088.13 | $ 6,089.00 | |
| Landscaping | $ - 0 | |||||
| 0580 1 1 | Replace any damaged existing landscape (including sod) | 1 | LS | $ 20,000.00 | $ 20,000.00 | |
| Permitting | $ - 0 | |||||
| WC-08 | NPDES | 1 | LS | $ 3,000.00 | $ 3,000.00 | |
| Survey | $ - 0 | |||||
| WC-09 | Construction Layout / As-built Survey | 1 | LS | $ 12,000.00 | $ 12,000.00 | |
| SubTotal | $ 6,362,839.00 | |||||
| WC-10 | Owner's Contingency, 10% of all costs | 1 | LS | $ 636,283.90 | $ 636,284.00 | |
| Total Estimate of Probable Construction Costs | $ 6,999,123.00 |
| Notes: |
| 1. Items not specifically identified on the bid form shall be considered incidental and all costs associated with that item shall be included using the most appropriate bid item listed. |
2. Quantities are based on the proposed design in the signed and sealed 100% bid plans.
3. Costs are based on FDOT Historical Costs for Statewide 2024 costs.
4. When costs are not available through FDOT Historical Averages they are based on historical costs from similar Atkins projects.
5. Costs per unit rounded up to the nearest dollar amount. Where units are less than whole number, subtotal cost is rounded up to the nearest dollar amount.
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DRIFTWOOD RD AND ELLIS RD ROADWAY IMPROVEMENTS
Estimate of Probable Construction Cost &K1A2C38&G &"Aptos Display,Regular"3522 Thomasville Rd., 5th Floor Tallahassee, FL 32309 Office: 850.575.1800
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