Exhibit_B_-_CC-5836-24_Bid_Form_(Excel).xlsx

XLSX spreadsheet 35 KB Posted

Attached to
Willow Ave and Alhambra Ave Drainage Improvements
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.

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Text version

Sheet1

WILLOW AVE / ALHAMBRA AVE DRAINAGE IMPROVEMENTS SEMINOLE COUNTY CIP # 02007124
PAY ITEM No.ITEM DESCRIPTIONUNITQUANTITYUNIT PRICETOTAL AMOUNTFDOT/Sec 8
101-1MOBILIZATIONLS1$ - 0$ - 0
102-1MAINTENANCE OF TRAFFICLS1$ - 0
104-14EROSION CONTROLLS1$ - 0
110-1-1CLEARING AND GRUBBINGLS1$ - 0
120-1REGULAR EXCAVATIONCY376$ - 0
120-6EMBANKMENTCY16$ - 0
160-4TYPE B STABILIZATIONSY1735$ - 0
173-77-1SUBSURFACE PRESSURE GROUTINGCY107$ - 0
285-709OPTIONAL BASE GROUP 9SY1444$ - 0
334-1-12TYPE SP STRUCTURAL COURSE, (TRAFFIC B)TN177.6$ - 0
337-7-80FRICTION COURSE, FC-9.5 (TRAFFIC C)(PG 76-22)(1")TN16.2$ - 0
400-0-11CONCRETE CLASS NS, GRAVITY WALLCY11.2$ - 0
400-3-1CONCRETE CLASS III, CULVERTSCY945.8$ - 0
415-1-6REINFORCING STEELLB189,160$ - 0
425-1-341INLETS, CURB, TYPE P-4, <10'EA2$ - 0
425-1-345INLETS, CURB, TYPE P-4, PARTIALEA4$ - 0
425-1-541INLETS, DT BOT, TYPE D, <10'EA1$ - 0
425-1-910INLETS, CLOSED FLUMEEA1$ - 0
425-2-63MANHOLES, P-8, PARTIALEA4$ - 0
430-174-115PIPE CULVERT, OPT. MATERIAL, ROUND, 15" STORM (RCP ONLY)LF11$ - 0
430-174-118PIPE CULVERT, OPT. MATERIAL, ROUND, 18" STORM (RCP ONLY)LF77$ - 0
515-1-2PIPE HANDRAIL - GUIDERAIL, ALUMINUMLF166$ - 0
520-1-10CONCRETE CURB AND GUTTER, TYPE FLF368$ - 0
522-1SIDEWALK CONCRETE, 4" THICKSY211$ - 0
522-2SIDEWALK CONCRETE, 6" THICKSY409$ - 0
524-1-22CONCRETE DITCH PAVEMENT, NON-REINFORCED, 4"SY1367.5$ - 0
550-1-22FENCING, TYPE BLF105$ - 0
570-1-2PERFORMANCE TURF, SODSY857$ - 0
1050-16-002UTILITY PIPE, REMOVE & DISPOSE, 2-4.9"LF105.0$ - 0
1050-16-003UTILITY PIPE, REMOVE & DISPOSE, 5.0-7.9"LF35.0$ - 013.14$ 459.90
1050-11-422UTILITY PIPE, F&I, DI/CI, WATER / SEWER, 2-4.9"LF105$ - 0
1050-11-423UTILITY PIPE, F&1, DI/CI, WATER / SEWER, 5-7.9"LF35$ - 01.68$ 58.80
1080-27-110UTILITY FIXTURE, F&I, LINE STOP ASSEMBLY, 8"EA1$ - 0108.67$ 108.67
$ - 0
$ - 0
$ - 023873.74$ - 00.226ac
$ - 0
$ - 0
$ - 0
$ - 0
$ - 0
$ - 014.12$ - 0
$ - 05.64$ - 0
TOTAL$ - 0$ 627.37

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