12-1.0-Revised -Craig Park Phase 1 Bid Schedule Rev1.xlsx
XLSX spreadsheet 14 KB Posted
- Attached to
- CRAIG PARK SEAWALL PHASE 1 - REBID
- Solicitation number
- 260120-B-JL
- Issued by
- Pinellas County, Florida
About this file
This is a bid schedule for the City of Tarpon Springs, Florida, detailing the revised quantities for the Craig Park Phase 1 seawall project. The schedule itemizes 14 bid items across various construction categories, including mobilization, erosion control, clearing and grubbing, embankment work, concrete construction, and reinforcing steel. Key quantities include 1,972 linear feet of sediment barrier, 2,464 linear feet of tree protection barrier, 1,972 linear feet of existing bulkhead removal, 1,947 cubic yards of embankment, 166 cubic yards of concrete for bulkhead construction, and 20,806 pounds of reinforcing steel. The bid schedule reflects highlighted changes from the original bid with increased quantities and references FDOT item numbers for standardization. The schedule provides the framework for contractors to submit unit costs and total prices for each line item, though specific response dates, due dates, and award information are not included in this document excerpt.
The bid schedule does not contain detailed pricing information, as it is designed as a template for bidders to complete with their own unit and total costs. Funding for the $2 million project is supported by a Federal Government grant secured through former Representative Gus Bilirakis, which covers the waterfront adjacent to Craig Park from the boat ramp to the observation deck. The project is part of a phased approach, with Phase 1 representing the initial construction effort, and future phases planned for the remaining waterfront on the north side of Spring Bayou. No incumbent information, set-asides, or specific contract terms are detailed in this bid schedule document.
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Text version
BID SCHEDULE
| CITY OF TARPON SPRINGS |
| CRAIG PARK PHASE 1 |
| BID SCHEDULE |
| HIGHLIGHTED CHANGES FROM ORIGINAL BID (QUANTITIES INCREASED) |
| BID ITEM NUMBER | FDOT ITEM NUMBER | ITEM DESCRIPTION | UNITS | QTY | UNIT COST | TOTAL |
| 1 | 101-1 | MOBILIZATION | LS | 1 | ||
| 2 | 104-1 | EROSION CONTROL | LS | 1 | ||
| 3 | 104-10-3 | SEDIMENT BARRIER | LF | 1972 | ||
| 4 | 104-11 | FLOATING TURBIDITY BARRIER | LS | 1972 | ||
| 5 | 110-1-1 | CLEARING & GRUBBING | LS | 1 | ||
| 6 | 110-21 | TREE PROTECTION BARRIER | LF | 2464 | ||
| 7 | 110-73 | REMOVE EXISTING BULKHEAD | LF | 1972 | ||
| 8 | 120-6 | EMBANKMENT | CY | 1947 | ||
| 9 | 120-72 | GRAVEL FILL | CY | 372 | ||
| 10 | 334-1-12 | SUPERPAVE ASPHALTIC CONC, TRAFFIC B | TN | 1 | ||
| 11 | 400-0-11 | CONCRETE CLASS NS, GRAVITY WALL INDEX 400-011 | CY | 5 | ||
| 12 | 400-4-8 | CONC CLASS IV, BULKHEAD | CY | 166 | ||
| 13 | 415-1-6 | REINFORCING STEEL- MISCELLANEOUS | LB | 20806 | ||
| 14 | 425-1-33 | INLETS, CURB, TYPE P-3, <10' | EA | 1 | ||
| 15 | 425-1-52 | INLETS, DT BOT, TYPE C,<10' | EA | 7 | ||
| 16 | 425-1-91 | INLETS, CLOSED FLUME | EA | 1 | ||
| 17 | 425-5 | MANHOLE, ADJUST | EA | 3 | ||
| 18 | 425-82 | REPLACE GRATE | EA | 1 | ||
| 19 | 430-174-118 | PIPE CULVERT, RCP, 18" SD | LF | 20 | ||
| 20 | 430-886 | MANATEE GRATE, UNHINGED | EA | 15 | ||
| 21 | 451-70 | SOIL ANCHORS | EA | 188 | ||
| 22 | 455-135 | POLYMERIC SHEET PILE, FIBERGLASS REINFORCED PLASTIC | SF | 26208 | ||
| 23 | 515-1-2 | PIPE HANDRAIL - GUIDERAIL, ALUMINUM | LF | 88 | ||
| 24 | 520-2-1 | CONCRETE CURB, TYPE A | LF | 1428 | ||
| 25 | 522-1 | CONCRETE SIDEWALK AND DRIVEWAYS, 4" THICK | SY | 1157 | ||
| 26 | 522-2 | CONCRETE SIDEWALK AND DRIVEWAYS, 6" THICK | SY | 402 | ||
| 27 | 548-52 | RETAINING WALL SYSTEM, CMU WALL WITH FOOTER | SF | 133 | ||
| 28 | 570-1-2 | PERFORMANCE TURF, SOD | SY | 3176 | ||
| 29 | 700-25-18 | SIGNS- MONUMENT, REMOVE EXISTING AND REINSTALL | EA | 3 | ||
| 30 | 1050-31-212 | UTILITY PIPE- POLY VINYL CHLORIDE, FURNISH & INSTALL, WATER/SEWER, 12" | LF | 221 | ||
| 31 | 999-1 | LAMP POSTS AND FOUNDATIONS | EA | 15 | ||
| 32 | 999-2 | HDPE CATCH BASIN | EA | 2 | ||
| 33 | 999-3 | LANDSCAPE ROCK | SY | 89 | ||
| 34 | 999-4 | REMOVE AND RESET GANGWAY | EA | 1 | ||
| 35 | 999-5 | TIDAL CHECK VALVE | EA | 9 | ||
| 36 | 999-6 | LANDSCAPE PLANTING | LS | 1 | ||
| 37 | 999-7 | ADJUST IRRIGATION | LS | 1 | ||
| 38 | 999-8 | REMOVE AND RESET BENCH | EA | 10 | ||
| 39 | 999-9 | RESET SURVEY DISK | EA | 1 | ||
| 40 | 999-10 | MOORING CLEAT | EA | 6 | ||
| SUBTOTAL | ||||||
| - | CONTINGENCY | LS | 1 | $100,000 | $100,000 | |
| TOTAL | ||||||
| BID SCHEDULE NOTES | ||||||
| 1. | The FDOT Item Number, where applicable, references the appropriate section of the FDOT Standard Specifications for Road and Bridge Construction. | |||||
| 2. | The unspecified work allowance is provided by the City as a contingency for additional work and/or alterations to the proposed work not specified in the Contract Plans. |
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