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
The provided file is a comprehensive Bid Schedule spreadsheet for the Walton County, Florida CR 395 North Road Reconstruction Multi-Use Path Project (Invitation to Bid #25-23). The project encompasses road reconstruction, resurfacing, and constructing a 10-foot wide asphalt multi-use path along approximately 7,200 linear feet of County Road 395 North. The bid schedule details 52 line items across roadway, stormwater, and miscellaneous categories, including asphalt concrete of various specifications, concrete work, base materials, subgrade stabilization, temporary roadway base, demolition and removal, striping, signage, utility relocations, drainage infrastructure, and environmental mitigation elements. The non-mandatory pre-bid conference is scheduled for September 8, 2025, at 8:30 am, with bid responses due by October 1, 2025, at 3:30 pm. The contract duration is 365 days for substantial completion, with an additional 30 days for punch list items.
The estimated total construction cost is $3,359,370.57, with a construction cost subtotal of $3,139,598.67, including provisions for bonds (maximum 2% of bid at $62,791.97) and mobilization (maximum 5% of bid at $156,979.93). Bidders must be Florida Department of Transportation (FDOT) prequalified in specific work classes, including drainage, flexible paving, grading, grassing, pavement marking, and roadway signage. Environmental permits from the Northwest Florida Water Management District and Florida Department of Environmental Protection have been secured, with wetland mitigation addressed through the purchase of 0.56 credits from the Nokuse Plantation Mitigation Bank. The project will impact approximately 0.922 acres of wetlands and requires a 5% bid security. Liquidated damages are set at $2,667 per day for substantial completion delays and $1,333 per day for final completion delays, with the county reserving the right to reject any or all bids.
View the file
Other files
Show all 34
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
Untitled
| 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 |
File details come from the government source that posted it. Updated .