BID_SCHEDULE_10.2.2025_CR395_TO_COUNTY_(1).xlsx
XLSX spreadsheet 12 KB Posted
- Solicitation number
- 25-23
- Issued by
- Walton County, Florida
About this file
This is a Bid Schedule document for the CR 395 North Road Reconstruction Multi-Use Path Project prepared by Walton County, Florida. The project encompasses comprehensive roadway improvements including construction of a 10-foot wide asphalt multi-use path along approximately 7,200 linear feet of County Road 395 North in Santa Rosa Beach. The schedule details 52 line items organized into roadway, stormwater, and miscellaneous categories, including asphalt concrete in multiple specifications (1", 1.25", 1.5", and 2" thickness), concrete work for the multi-use path, base materials, drainage infrastructure (18" and 24"x38" elliptical RCP pipes), inlet and headwall installations, pavement markings, signage, sediment barriers, grading, hydroseeding, and sodding totaling approximately 35,000 square yards. The contract term is 365 days for substantial completion with an additional 30 days for punch list items. A non-mandatory pre-bid conference is scheduled for September 8, 2025, with bid responses due by October 1, 2025, at 3:30 pm.
The estimated construction cost subtotal is $3,139,598.67, with additional allocations for bonds (maximum 2% of bid) and mobilization (maximum 5% of bid), bringing the estimated total construction cost to $3,359,370.57. Bidders must be prequalified by the Florida Department of Transportation in specified work classes including drainage, flexible paving, grading, grassing, pavement marking, and roadway signage. A mandatory 5% bid security is required. Liquidated damages are set at $2,667 per day for failure to achieve substantial completion and $1,333 per day for final completion delays. The project includes alternative bid items for timber headwall demolition and replacement with concrete headwall, and for removal and replacement of existing 15" CMP pipe. Environmental permits from the Northwest Florida Water Management District and Florida Department of Environmental Protection have been secured, including wetland mitigation through the purchase of 0.56 credits from the Nokuse Plantation Mitigation Bank. The county reserves the right to reject any or all bids, with project funding through the county's annual appropriation.
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| Line Item | NO. | Description | Quantity | Unit of Measure | Unit Cost | Total |
| ROADWAY ITEMS | ||||||
| 1 | 0334 1 12 | 1.5" SUPERPAVE ASPH CONC, TRAF B (SP-12.5 MULT-PATH) FOR M.O.T. | 415 | TN | ||
| 2 | 0334 1 12 | 1" SUPERPAVE ASPH CONC, TRAF B (SP-9.5 MULT-PATH) | 280 | TN | ||
| 3 | 0334 1 12 | 2" SUPERPAVE ASPH CONC, TRAF B (SP-12.5 MULT-PATH) | 265 | TN | ||
| 4 | 0522 1 | (4") CONCRETE 3000 PSI (MULTI-USE PATH) | 415 | SY | ||
| 5 | 285704 | OPTIONAL BASE GROUP 4 (MULTI-USE PATH) 6" LIME ROCK BASE (LBR-100) | 8671 | SY | ||
| 6 | 0334 1 12 | 1.5" SUPERPAVE ASPH CONC, TRAF B, PG76-22 (SP-12.5 ROADWAY) | 1460 | TN | ||
| 7 | 0334 1 12 | 1.25" SUPERPAVE ASPH CONC, TRAF B, PG76-22 (SP-9.5 ROADWAY) | 1290 | TN | ||
| 8 | 285706 | OPTIONAL BASE GROUP 6 (ROADWAY) 8" LIME ROCK BASE (LBR-100) | 17322 | SY | ||
| 9 | 0160 4 | (12") TYPE "B" STABILIZED SUBGRADE LBR 40 MIN (ROADWAY) | 17322 | SY | ||
| 10 | 0334 1 12 | 2" SUPERPAVE ASPH CONC, TRAF B, (SP-12.5 DRIVEWAYS) | 788 | TN | ||
| 11 | 285706 | OPTIONAL BASE GROUP 6 (DRIVEWAYS) | 7167 | SY | ||
| 12 | 0160 4 | (12") TYPE "B" STABILIZED SUBGRADE LBR 40 MIN (DRIVEWAYS) | 7167 | SY | ||
| 13 | - | TEMP. ROADWAY BASE (TEMP. LANE WIDENING) 6" ASPHALT MILLINGS FOR M.O.T. | 3344 | SY | ||
| 14 | 285706 | TYPE "B" STABILIZED SUBGRADE LBR 40 MIN (TEMP. LANE WIDENING) FOR M.O.T. | 3822 | SY | ||
| 15 | 0334 1 12 | 1.25" SUPERPAVE ASPH CONC, TRAF B (SP-9.5 OVERLAY) | 230 | TN | ||
| 16 | 0110 3 | SAW CUT, DEMOLISH AND REMOVE EXISTING ASPHALT | 15645 | SY | ||
| 17 | 0110 3 | SAW CUT, DEMOLISH AND REMOVE EXISTING BRICK PAVER | 198 | SY | ||
| 18 | 0110 3 | SAW CUT, DEMOLISH AND REMOVE EXISTING CONCRETE | 166 | SY | ||
| 19 | S-1 | TEMPORARY STRIPING IN ACCORDANCE WITH MUTCD INCLUDING LAYOUT, CENTERLINE, AND STOP BARS | 1 | LS | ||
| 20 | S-2 | THERMOPLASTIC PAVEMENT MARKINGS IN ACCORDANCE WITH MUTCD INCLUDING EDGE, CENTER, STOP BARS, LAYOUT, RPMs, AND PAVED SIDE STREETS | 1 | LS | ||
| 21 | S-3 | SIGNAGE PER PLANS INSTALLED WITH 3" ALUMINUM POLES | 31 | AS | ||
| 22 | S-4 | RELOCATE EXISTING MAILBOX | 21 | EA | ||
| 23 | S-5 | RELOCATE EXISTING SIGN | 27 | EA | ||
| 24 | S-6 | RELOCATE EXISTING WATER VALVE | 8 | EA | ||
| 25 | S-7 | RELOCATE EXISTING BACK FLOW PREVENTER | 1 | EA | ||
| 26 | S-8 | ADJUST EXISTING FIRE HYDRANT ASSEMBLY | 4 | EA | ||
| 27 | S-9 | RELOCATE EXISTING FORCE MAIN VALVE | 2 | EA | ||
| STORMWATER ITEMS | ||||||
| 28 | 430174130 | 24"x38" ELLIPTICAL RCP (INSTALLED) | 70 | LF | ||
| 29 | 430174118 | 18" HP (INSTALLED) | 1522 | LF | ||
| 30 | 430982125 | 18" MES INDEX 430-022 (INSTALLED) | 53 | EA | ||
| 31 | 0425 1521 | TYPE "C" INLET INDEX 232 (INSTALLED) | 8 | EA | ||
| 32 | 0425 1541 | TYPE "D" INLET INDEX 430-052 (INSTALLED) | 1 | EA | ||
| 33 | 430536100 | STRAIGHT 18" ROUND CONCRETE HEADWALL SINGLE (INSTALLED) | 1 | EA | ||
| 34 | 430536100 | STRAIGHT 24"x38" ELLIPTICAL CONCRETE HEADWALL SINGLE (INSTALLED) | 2 | EA | ||
| 35 | 0515 2311 | PIPE GUARDRAIL (ALUMINUM) INDEX 515-070 | 1050 | LF | ||
| MISCELLANEOUS | ||||||
| 36 | 0110 3 | DEMOLISH AND REMOVE EXISTING MES | 52 | EA | ||
| 37 | 0110 3 | DEMOLISH OF EXISTING PIPE | 1309 | LF | ||
| 38 | S-5 | TIMBER RETAINING WALL (1'-3' HEIGHT) | 1064 | LF | ||
| 39 | 0104 10 3 | SEDIMENT BARRIER (DOUBLE TYPE III SILT FENCE) | 1350 | LF | ||
| 40 | 0104 10 3 | SEDIMENT BARRIER (SINGLE TYPE III SILT FENCE) | 11750 | LF | ||
| 41 | 0104 11 | FLOATING TURBIDITY BARRIER | 520 | LF | ||
| 42 | S-6 | MAINTENANCE OF TRAFFIC | 1 | LS | ||
| 43 | 0120 1 | OVER EXCAVATION (REMOVAL OF UNSUITABLE MATERIALS) | 1720 | CY | ||
| 44 | 0110 1 1 | CLEARING AND GRUBBING | 2.32 | AC | ||
| 45 | 0120 1 | EARTHWORK LUMP SUM (EXCAVATION AND BORROW) | 1 | LS | ||
| 46 | 0570 1 1 | HYDROSEED | 35000 | SY | ||
| 47 | 0570 1 2 | SODDING | 10000 | SY | ||
| 48 | - | 12" RIBBON CURB | 150 | LF |
| CONSTRUCTION COST SUBTOTAL | ||||
| GENERAL | ||||
| 49 | S-10 | BONDS (MAX 2% OF BID) | 1 | LS |
| 50 | S-11 | MOBILIZATION (MAX 5% OF BID) | 1 | LS |
| TOTAL CONSTRUCTION COST | ||||
| ALT. BID ITEMS | ||||
| 51 | 1 | DEMOLISH AND REMOVE EXISTING TIMBER HEAD WALL. CONSTRUCT CONCRETE HEADWALL. | 1 | EA |
| 52 | 2 | DEMOLISH AND REMOVE EXISTING 15" CMP PIPE. REPLACE W/ 15" ADS N-12 PIPE (DR-153 & DR-154) | 30 | LF |
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