Driftwood-Ellis-Rdwys-EPCC.xlsx
XLSX spreadsheet 74 KB Posted
- Solicitation number
- 25-27
- Issued by
- Walton County, Florida
About this file
This document is a detailed bid specification spreadsheet for the Driftwood Road and Ellis Road Roadway Improvements project in Miramar Beach, Florida, prepared by EPCC (Engineering, Planning, and Construction Company). The project involves reconstructing Driftwood Road and Ellis Road from U.S. Highway 98 to Scenic Gulf Drive, transforming the roadway into a one-way paired system with two 12-foot travel lanes and an 8-foot concrete multiuse path. The contract duration is 420 days for substantial completion, with an additional 30 days for punch list items. The specification itemizes numerous construction activities including mobilization, maintenance of traffic, erosion control, demolition, earthwork, pavement installation, and drainage infrastructure.
The bid specification includes a comprehensive breakdown of quantities and unit costs for various project components, with a total estimated cost encompassing items such as sediment barriers, soil tracking prevention, roadway pavement removal, sidewalk construction, curb and gutter installation, and stormwater management. Key cost elements include $471,322 for mobilization, $281,515 for maintenance of traffic, and significant allocations for pavement removal, sidewalk restoration, and infrastructure development. The project will utilize Superpave Asphaltic Concrete, crushed limerock, and include stormwater management features like Type F curb and gutter with an exfiltration trench. The specification suggests extensive coordination with utility providers and potential relocation of water and sewer lines.
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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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