22-25_-__Bridge_Replacement-KCanal_Price_Submission_Sheet-_ADDENDUM_No._1.xlsx
XLSX spreadsheet 14 KB Posted
- Solicitation number
- 22-25
- Issued by
- Volusia County, Florida
About this file
The document is an Addendum No. 1 Bid Price Sheet for the City of DeBary's Fort Florida Road Bridge Replacement-Konomac Canal project (Bid No. 22-25). The bid encompasses a comprehensive infrastructure project involving bridge replacement, roadway reconstruction, and associated civil works. The bid price sheet details 40 separate line items, including mobilization, maintenance of traffic, excavation, embankment, asphalt work, concrete installations, guardrail systems, signage, and environmental compliance measures. The project involves replacing an existing bridge (Bridge No. 794162) with a new box culvert structure spanning approximately 860 linear feet, constructing a two-lane road with 11-foot travel lanes, 8-foot shoulders, and a 10-foot shared use path. The mandatory pre-bid conference is scheduled for August 20, 2025, at 2:00 PM, with bid submissions due on September 12, 2025, at 2:00 PM, and a project completion timeline of 180 calendar days from the Notice to Proceed.
The project is funded through a $1,000,000 legislative appropriation from the State of Florida's General Revenue Fund, with additional cost-sharing from the St. Johns River Water Management District. The bid requires a 5% bid security, and contractors must provide comprehensive insurance coverage, including general liability and workers' compensation. Liquidated damages are set at $500 per calendar day for delays beyond the June 1, 2026 completion date. The bid price sheet allows contractors to submit unit prices for each line item, with estimated quantities provided for components such as sediment barriers, excavation, embankment, asphalt work, concrete installations, and environmental compliance measures. While no specific set-asides are mentioned, the project requires compliance with various statutory requirements, including drug-free workplace certification and anti-lobbying regulations.
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Text version
Sheet1
| City of DeBary Bid Price Sheet - ADDENDUM No. 1 | |||||
| Bid Title: | 22-25 - Fort Florida Road Bridge Replacement-Konomac Canal | ||||
| Contractor Name: | |||||
| Pay Item # | Description | Unit of Measure | Estimated Quantity | Unit Price | Extended Price |
| 0101 1 | MOBILIZATION | Lump Sum | 1 | $ - 0 | |
| 0102 1 | MAINTENANCE OF TRAFFIC | Lump Sum | 1 | $ - 0 | |
| 0104 10 3 | SEDIMENT BARRIER | Linear Foot | 732 | $ - 0 | |
| 0104 11 | FLOATING TURBIDITY BARRIER | Linear Foot | 50 | $ - 0 | |
| 0110 1 1 | CLEARING & GRUBBING | Acre | 0.412 | $ - 0 | |
| 0110 4 10 | REMOVAL OF EXISTING CONCRETE | Square Yard | 70 | $ - 0 | |
| 0120 1 | REGULAR EXCAVATION | Cubid Yard | 380.0 | $ - 0 | |
| 0120 6 | EMBANKMENT | Cubid Yard | 1090.0 | $ - 0 | |
| 0160 4 | TYPE B STABILIZATION | Square Yard | 962 | $ - 0 | |
| 0285701 | OPTIONAL BASE, BASE GROUP 01 | Square Yard | 136 | $ - 0 | |
| 0285706 | OPTIONAL BASE, BASE GROUP 06 | Square Yard | 453 | $ - 0 | |
| 0327 70 6 | MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH | Square Yard | 307 | $ - 0 | |
| 0334 1 53 | SUPERPAVE ASPHALTIC CONCRETE, TRAFFIC C, PG76-22 | Ton | 37.4 | $ - 0 | |
| 0337 7 83 | ASPHALT CONCRETE FRICTION COURSE,TRAFFIC C, FC-12.5, PG 76-22 | Ton | 73.9 | $ - 0 | |
| 0339 1 | MISCELLANEOUS ASPHALT PAVEMENT | Ton | 12.8 | $ - 0 | |
| 0515 1 2 | PIPE HANDRAIL - GUIDERAIL, ALUMINUM | Linear Foot | 74 | $ - 0 | |
| 0521 72 40 | SHOULDER CONCRETE BARRIER, 38" OR 44" HEIGHT | Linear Foot | 67 | $ - 0 | |
| 0522 1 | CONCRETE SIDEWALK AND DRIVEWAYS, 4" THICK | Square Yard | 86 | $ - 0 | |
| 0524 1 2 | CONCRETE DITCH PAVEMENT, NON REINFORCED, 4" | Square Yard | 39 | $ - 0 | |
| 0530 5 11 | GABION, MATTRESS LESS THAN 1 FOOT THICKNESS | Square Yard | 194 | $ - 0 | |
| 0530 5 12A | DUMPED RIPRAP D50 = 12" | Cubid Yard | 13 | $ - 0 | |
| 0530 5 13 | GABION, BASKET | Cubid Yard | 10 | $ - 0 | |
| 0536 1 1 | GUARDRAIL -ROADWAY, GENERAL TL-3 | Linear Foot | 350 | $ - 0 | |
| 0536 8112 | GUARDRAIL TRANSITION CONNECTION TO RIGID BARRIER, F&I- INDEX 536-001, APPROACH TL-3 | Each | 4 | $ - 0 | |
| 0536 85 24 | GUARDRAIL END TREATMENT- PARALLEL APPROACH TERMINAL | Each | 4 | $ - 0 | |
| 0536 73 | GUARDRAIL REMOVAL | Linear Foot | 252 | $ - 0 | |
| 0550 10110 | FENCING, TYPE A, 0.0-5.0', STANDARD | Linear Foot | 200 | $ - 0 | |
| 0570 1 2 | PERFORMANCE TURF, SOD | Square Yard | 948 | $ - 0 | |
| 0700 1500 | SINGLE COLUMN GROUND SIGN ASSEMBLY, RELOCATE | Each | 4 | $ - 0 | |
| 0706 1 3 | RAISED PAVEMENT MARKER, TYPE B | Each | 14 | $ - 0 | |
| 0711 16101 | THERMOPLASTIC, STANDARD-OTHER SURFACES, WHITE, SOLID, 6" | Liner Measurement (GM) | 0.098 | $ - 0 | |
| 0711 16201 | THERMOPLASTIC, STANDARD-OTHER SURFACES, YELLOW, SOLID, 6" | Liner Measurement (GM) | 0.098 | $ - 0 | |
| CITY 01 | COMPLIANCE WITH FPL DAM SAFETY PLAN | Lump Sum | 1 | $ - 0 | |
| CITY 02 | DEWATERING | DAY | 180 | $ - 0 | |
| CITY 03 | AS-BUILT DRAWINGS | Lump Sum | 1 | $ - 0 | |
| CUL-(0110-3) | REMOVAL OF EXISTING STRUCTURE | Square Foot | 1617 | $ - 0 | |
| CUL-(0400-4-1) | CONCRETE CLASS IV, CULVERTS | Cubid Yard | 272 | $ - 0 | |
| CUL-(0415-1-1) | REINFORCING STEEL - ROADWAY | Pound Force | 66918 | $ - 0 | |
| Total Bid | $ - 0 |
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