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
This 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 includes a comprehensive list of 41 line items covering bridge and roadway construction activities, with estimated quantities for tasks such as mobilization, maintenance of traffic, sediment barriers, excavation, embankment, pavement work, guardrail installation, and landscaping. The project involves replacing the existing bridge (Bridge No. 794162) with a new box culvert structure spanning approximately 860 linear feet of Fort Florida Road, featuring a two-lane road with 11-foot travel lanes, 8-foot shoulders, and a 10-foot shared use path.
The bid price sheet allows contractors to submit unit prices for each line item, with a total estimated project value to be calculated based on the submitted rates. 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. Contractors are expected to complete the entire project within 180 calendar days from the Notice to Proceed, with liquidated damages of $500 per calendar day for delays beyond the June 1, 2026 completion date. The project requires comprehensive insurance coverage, compliance with various statutory requirements, and full site restoration, including sodding disturbed areas within 30 days of installation.
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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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