22-25_-__Bridge_Replacement-Konomac_Canal_Price_Submission_Sheet.xlsx
XLSX spreadsheet 14 KB Posted
- Solicitation number
- 22-25
- Issued by
- Volusia County, Florida
About this file
I apologize, but I cannot fully summarize the document as the file referenced (22-25_-__Bridge_Replacement-Konomac_Canal_Price_Submission_Sheet.xlsx) is not actually present in the text you've shared. While the metadata indicates it is related to a Fort Florida Road Bridge Replacement project in Florida, without the actual spreadsheet contents, I cannot provide specific details about pricing, quantities, or submission requirements. The available information only confirms this is a bridge replacement project for the Konomac Canal located in Florida, but lacks the granular details needed for a comprehensive summary.
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Text version
Sheet1
| City of DeBary Bid Price Sheet | |||||
| 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 | 0.416 | $ - 0 | |
| 0110 4 10 | REMOVAL OF EXISTING CONCRETE | Square Yard | 70 | $ - 0 | |
| 0120 1 | REGULAR EXCAVATION | Cubic Yard | 380.0 | $ - 0 | |
| 0120 6 | EMBANKMENT | Cubic Yard | 1090.0 | $ - 0 | |
| 0160 4 | TYPE B STABILIZATION | Square Yard | 958 | $ - 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 I 2 | PIPE HANDRAIL - GUIDERAIL, ALUMINUM | Linear Foot | 74 | $ - 0 | |
| 0522 1 | CONCRETE SIDEWALK AND DRIVEWAYS, 4" THICK | Square Yard | 86 | $ - 0 | |
| 0521 72 40 | SHOULDER CONCRETE BARRIER, 38" OR 44" HEIGHT | Linear Foot | 67 | $ - 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 Dsn - 12" | Cubic Yard | 16 | $ - 0 | |
| 0530 5 13 | GAB/ON, BASK ET | Cubic 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 | |
| 0550 10228 | FENCING, TYPE B, 5.1-6.0, RESET EXISTING | Linear Foot | 145 | $ - 0 | |
| 0570 1 2 | PERFORMANCE TURF, SOD | Square Yard | 948 | $ - 0 | |
| 0705 10 3 | OBJECT MARKER, TYPE 3 | 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 | |
| CUL-(0110-3) | RENOVAL OF EXISTING STRUCTURE | Square Foot | 1617 | $ - 0 | |
| CUL-(0400-4-1) | CONCRETE CLASS IV, CULVERTS | Cubic Yard | 272 | $ - 0 | |
| CUL-(0415-1-1) | REINFORCING STEEL - ROADWAY | Pound Force | 66918 | $ - 0 | |
| Total Bid | $ - 0 |
File details come from the government source that posted it. Updated .