Exhibit_B_-_CC-5836-24_Bid_Form_(Excel).xlsx
XLSX spreadsheet 35 KB Posted
- Solicitation number
- CC-5836-24/MAG
- Issued by
- Seminole County, Florida
About this file
The file is a Bid Form (Exhibit B) for the Willow Ave and Alhambra Ave Drainage Improvements project issued by Seminole County, Florida, for County Capital Improvement Project (CIP) #02007124. The project involves drainage improvements from West Lake Brantley Road to Alder Avenue, specifically replacing 8 existing round and elliptical pipes with 7'x4' box culverts to reduce upstream flooding and roadway overtopping along the Virginia Drive Outfall. The bid form includes 16 distinct line items covering activities such as mobilization, maintenance of traffic, erosion control, excavation, embankment, stabilization, pressure grouting, base installation, asphalt paving, concrete work, and reinforcing steel, with specific quantities for each item. Contractors must be FDOT prequalified in categories including drainage, fencing, paving, grading, and landscaping.
The project has an engineer's estimated cost of $4,801,361.85, with bid documents available on the Seminole County website through a digital procurement portal. The solicitation encourages M/WBE participation and prohibits direct contact with county staff outside the specified procurement contact. Bidders are required to submit unit pricing for each line item, though the current bid form shows no dollar amounts filled in. The drainage improvement project aims to mitigate flooding issues for both roadways and residential structures, representing a significant infrastructure enhancement for the local community. Bid documents can be accessed online, and prospective bidders are directed to follow the specified procurement guidelines.
View the file
Other files
Show all 17
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
Sheet1
| WILLOW AVE / ALHAMBRA AVE DRAINAGE IMPROVEMENTS SEMINOLE COUNTY CIP # 02007124 | |||||||||
| PAY ITEM No. | ITEM DESCRIPTION | UNIT | QUANTITY | UNIT PRICE | TOTAL AMOUNT | FDOT/Sec 8 | |||
| 101-1 | MOBILIZATION | LS | 1 | $ - 0 | $ - 0 | ||||
| 102-1 | MAINTENANCE OF TRAFFIC | LS | 1 | $ - 0 | |||||
| 104-14 | EROSION CONTROL | LS | 1 | $ - 0 | |||||
| 110-1-1 | CLEARING AND GRUBBING | LS | 1 | $ - 0 | |||||
| 120-1 | REGULAR EXCAVATION | CY | 376 | $ - 0 | |||||
| 120-6 | EMBANKMENT | CY | 16 | $ - 0 | |||||
| 160-4 | TYPE B STABILIZATION | SY | 1735 | $ - 0 | |||||
| 173-77-1 | SUBSURFACE PRESSURE GROUTING | CY | 107 | $ - 0 | |||||
| 285-709 | OPTIONAL BASE GROUP 9 | SY | 1444 | $ - 0 | |||||
| 334-1-12 | TYPE SP STRUCTURAL COURSE, (TRAFFIC B) | TN | 177.6 | $ - 0 | |||||
| 337-7-80 | FRICTION COURSE, FC-9.5 (TRAFFIC C)(PG 76-22)(1") | TN | 16.2 | $ - 0 | |||||
| 400-0-11 | CONCRETE CLASS NS, GRAVITY WALL | CY | 11.2 | $ - 0 | |||||
| 400-3-1 | CONCRETE CLASS III, CULVERTS | CY | 945.8 | $ - 0 | |||||
| 415-1-6 | REINFORCING STEEL | LB | 189,160 | $ - 0 | |||||
| 425-1-341 | INLETS, CURB, TYPE P-4, <10' | EA | 2 | $ - 0 | |||||
| 425-1-345 | INLETS, CURB, TYPE P-4, PARTIAL | EA | 4 | $ - 0 | |||||
| 425-1-541 | INLETS, DT BOT, TYPE D, <10' | EA | 1 | $ - 0 | |||||
| 425-1-910 | INLETS, CLOSED FLUME | EA | 1 | $ - 0 | |||||
| 425-2-63 | MANHOLES, P-8, PARTIAL | EA | 4 | $ - 0 | |||||
| 430-174-115 | PIPE CULVERT, OPT. MATERIAL, ROUND, 15" STORM (RCP ONLY) | LF | 11 | $ - 0 | |||||
| 430-174-118 | PIPE CULVERT, OPT. MATERIAL, ROUND, 18" STORM (RCP ONLY) | LF | 77 | $ - 0 | |||||
| 515-1-2 | PIPE HANDRAIL - GUIDERAIL, ALUMINUM | LF | 166 | $ - 0 | |||||
| 520-1-10 | CONCRETE CURB AND GUTTER, TYPE F | LF | 368 | $ - 0 | |||||
| 522-1 | SIDEWALK CONCRETE, 4" THICK | SY | 211 | $ - 0 | |||||
| 522-2 | SIDEWALK CONCRETE, 6" THICK | SY | 409 | $ - 0 | |||||
| 524-1-22 | CONCRETE DITCH PAVEMENT, NON-REINFORCED, 4" | SY | 1367.5 | $ - 0 | |||||
| 550-1-22 | FENCING, TYPE B | LF | 105 | $ - 0 | |||||
| 570-1-2 | PERFORMANCE TURF, SOD | SY | 857 | $ - 0 | |||||
| 1050-16-002 | UTILITY PIPE, REMOVE & DISPOSE, 2-4.9" | LF | 105.0 | $ - 0 | |||||
| 1050-16-003 | UTILITY PIPE, REMOVE & DISPOSE, 5.0-7.9" | LF | 35.0 | $ - 0 | 13.14 | $ 459.90 | |||
| 1050-11-422 | UTILITY PIPE, F&I, DI/CI, WATER / SEWER, 2-4.9" | LF | 105 | $ - 0 | |||||
| 1050-11-423 | UTILITY PIPE, F&1, DI/CI, WATER / SEWER, 5-7.9" | LF | 35 | $ - 0 | 1.68 | $ 58.80 | |||
| 1080-27-110 | UTILITY FIXTURE, F&I, LINE STOP ASSEMBLY, 8" | EA | 1 | $ - 0 | 108.67 | $ 108.67 | |||
| $ - 0 | |||||||||
| $ - 0 | |||||||||
| $ - 0 | 23873.74 | $ - 0 | 0.226 | ac | |||||
| $ - 0 | |||||||||
| $ - 0 | |||||||||
| $ - 0 | |||||||||
| $ - 0 | |||||||||
| $ - 0 | |||||||||
| $ - 0 | 14.12 | $ - 0 | |||||||
| $ - 0 | 5.64 | $ - 0 | |||||||
| TOTAL | $ - 0 | $ 627.37 |
image1.png
File details come from the government source that posted it. Updated .