26-8643_Bid_Schedule.xlsx
XLSX spreadsheet 20 KB Posted
- Attached to
- Turnaround Construction Services
- Solicitation number
- 26-8643
- Issued by
- Collier County, Florida
About this file
This bid schedule document is submitted by Collier County, Florida's Solid & Hazardous Waste Management Division for Turnaround Construction Services (ITB 26-8643), detailing unit pricing requirements for two representative project types: Hammerhead turnaround areas and Designated Driveway reinforcements. The schedule encompasses 25 distinct line items covering mobilization and demobilization, site preparation (clearing, grubbing, excavation), base work (limerock, stabilized subgrade), pavement installation (asphalt and reinforced concrete), drainage infrastructure (elliptical pipe and HDPE culvert), erosion control (silt fence and rip-rap), site restoration (sod installation), and miscellaneous items (object markers and end sections). Quantities for the Hammerhead example include 27 cubic yards of excavation, 160 cubic yards of imported fill, 206 square yards of asphalt milling, 193 square yards of stabilized subgrade, 34 cubic yards of reinforced concrete pavement, and 605 square yards of sod, while the Designated Driveway example requires 110 linear feet of silt fence, 63 square yards of limerock base, 56 square yards of reinforced concrete pavement, 130 square yards of sod, and 32 linear feet of HDPE culvert. A mandatory pre-bid meeting is scheduled for March 10, 2026, at 10:00 AM EST in Naples, Florida, with bids due electronically on March 30, 2026, at 3:00 PM EST. The contract term is three years with two optional one-year renewals.
All contractor pricing must be all-inclusive of labor, fuel, equipment, supplies, permits, rock, debris excavation, limerock, mobilization, piping, silt fence, and all other materials required for project completion; zero-dollar entries for any line item render the bid non-responsive and all lines must be completed or the bidder may be deemed non-responsive. Unit pricing applies to individual items such as linear feet for pipe installation, square yards for pavement and site preparation, cubic yards for excavation and fill, and lump-sum pricing for mobilization and demolition work. No specific small business or disadvantaged enterprise set-asides are noted; however, optional local vendor preference is available for businesses with a physical address within Collier County limits. Historical annual spending for similar services is approximately $1,650,000, though the County notes this may not be indicative of future purchasing patterns, with actual award values dependent on operational needs and bid competitiveness. Bidders must maintain comprehensive insurance including Workers' Compensation at statutory limits, Commercial General Liability with $1,000,000 single limit per occurrence and $2,000,000 aggregate, and a 5% bid bond accompanying the initial submission.
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Bid Schedule
| Bid Schedule - Turnaround Program Construction Services |
| A typical project may contain the following estimated quantities. This Schedule is a representation of typical projects, and is for evaluation purposes only. Quantities are not guaranteed. *The Contractors pricing shall be all-inclusive and include, but not be limited to, labor, fuel, equipment, supplies, permits, rock, debris excavation, limerock, mobilization, piping, silt fence and any other materials required to properly complete the project. An entry of zero dollars for any bid schedule line item disqualifies the bid. All lines must be completed, or bidder may be deemed non-responsive. |
| HAMMERHEAD EXAMPLE | ||||
| ITEM DESCRIPTION | UNIT | UNIT PRICE | QUANTITY | EXTENDED PRICE |
| MOBILIZATION & DEMOBILIZATION | LS | $ - 0 | 1 | $ - 0 |
| STAKED SILT FENCE, TYPE III | LF | $ - 0 | 500 | $ - 0 |
| CLEARING AND GRUBBING | SY | $ - 0 | 1 | $ - 0 |
| EXCAVATION | CY | $ - 0 | 27 | $ - 0 |
| IMPORTED FILL, COMPACTED AND IN PLACE | CY | $ - 0 | 160 | $ - 0 |
| MILLING/REMOVAL OF EXISTING ASPHALT PAVEMENT | SY | $ - 0 | 206 | $ - 0 |
| ASPHALT CONCRETE (1.5" TYPE SP-12.5 STRUCTURAL COURSE) | SY | $ - 0 | 160 | $ - 0 |
| STABILIZED SUBGRADE (12" LBR 40) | SY | $ - 0 | 193 | $ - 0 |
| REINFORCED CONCRETE PAVEMENT (8" THICK, CLASS 1, 3000 PSI) | CY | $ - 0 | 34 | $ - 0 |
| SOD | SY | $ - 0 | 605 | $ - 0 |
| 19"X30" ELLIPTICAL REINFORCED CONCRETE PIPE | LF | $ - 0 | 144 | $ - 0 |
| MITERED END SECTION | EA | $ - 0 | 4 | $ - 0 |
| RIP-RAP (12" DEEP, 6" MIN. SIZE) | SY | $ - 0 | 18 | $ - 0 |
| REPLACE EXISTING OBJECT MARKERS WITH OM4-1 (9-BUTTON) | EA | $ - 0 | 2 | $ - 0 |
| HAMMERHEAD TOTAL | $ - 0 |
| DESIGNATED DRIVEWAY EXAMPLE | ||||
| ITEM DESCRIPTION | UNIT | UNIT PRICE | QUANTITY | EXTENDED PRICE |
| MOBILIZATION & DEMOBILIZATION | LS | $ - 0 | 1 | $ - 0 |
| STAKED SILT FENCE, TYPE III | LF | $ - 0 | 110 | $ - 0 |
| DEMO EXISTING DRIVEWAY AND CULVERT PIPE | LS | $ - 0 | 1 | $ - 0 |
| IMPORT SUITABLE FILL AS NEEDED | CY | $ - 0 | 1 | $ - 0 |
| 6” LIMEROCK BASE | SY | $ - 0 | 63 | $ - 0 |
| REINFORCED CONCRETE PAVEMENT (8" THICK, CLASS 1, 3000 PSI) | SY | $ - 0 | 56 | $ - 0 |
| SOD | SY | $ - 0 | 130 | $ - 0 |
| 24” HDPE CULVERT | LF | $ - 0 | 32 | $ - 0 |
| MITERED END SECTION | EA | $ - 0 | 2 | $ - 0 |
| DESIGNATED DRIVEWAY TOTAL | $ - 0 |
TOTAL BID $ - 0
Item Descriptions
| Item | Item Description | Unit of Measurement |
| 19"x30" Elliptical Reinforced Concrete Pipe | Work shall consist of all labor, fuel, equipment, and materials for elliptical stormwater pipe installation used for drainage. | LF - per foot of pipe |
| 24" HDPE Culvert | Work shall consist of all labor, fuel, equipment, and materials for installing a new 24-inch diameter HDPE (plastic) drainage pipe under the driveway. | LF – per linear foot |
| 6" Limerock Base | Work shall consist of all labor, equipment, and material for laying and compacting a 6-inch-thick layer of limerock as a strong foundation for the driveway. | SY – per square yard |
| Asphalt Concrete (1.5" Type SP-12.5 Structural Course) | Work shall consist of all labor, fuel, equipment, and materials for new asphalt surface, 1.5" thick, using FDOT Type SP-12.5 mix. | SY - per square yard of pavement placed |
| Clearing and Grubbing | Work shall consist of all labor, fuel, equipment, and materials for the removal of vegetation, stumps, and roots from the construction area. | SY - per square yard of vegetation |
| Demo Existing Driveway and Culvert Pipe | Work shall consist of all labor, equipment, and material to remove the old driveway pavement and the existing drainage pipe underneath. | LS – one total cost |
| Excavation | Work shall consist of all labor, fuel, equipment, and materials for the removal of soil to the required depth/grade. | CY - per cubic yard of dirt removed |
| Import Suitable Fill as Needed | Work shall consist of all labor, equipment, and material for bringing in extra soil (if needed), placing it, and compacting it to the right grade. | CY – per cubic yard |
| Imported Fill, Compacted and In Place | Work shall consist of all labor, fuel, equipment, and materials for bringing in soil, placing it, and compacting to proper density. | CY - per cubic yard of fill placed |
| Milling/Removal of Existing Asphalt Pavement | Work shall consist of all labor, fuel, equipment, and materials for grinding and removing existing asphalt surface. | SY - per square yard of asphalt removed |
| Mitered End Section | Work shall consist of all labor, fuel, equipment, and materials for the installation of concrete end treatment for pipe outlets/inlets. | EA – each end section |
| Mobilization & Demobilization | Work shall consist of all activities and cost associated with setting up and shutting down the job site. | LS – one total cost |
| Reinforced Concrete Pavement (8" Thick, Class 1, 3000 PSI) | Work shall consist of all labor, equipment, and material for pouring and finishing 8-inch-thick reinforced concrete to form the new driveway. | SY – per square yard |
| Replace Existing Object Markers with OM4-1 (9-Button) | Work shall consist of all labor, equipment, and materials for the installation of the end of road reflector/roadside safety marker replacement (FDOT standard sign), if needed. Existing markers shall be removed, protected and reinstalled if possible. | EA - each marker replaced |
| Rip-Rap (12" Deep, 6" Min. Size) | Work shall consist of all labor, fuel, equipment, and materials for the installation of rock protection to prevent erosion, placed to 12" depth. | SY - per square yard of rock placed |
| Sod | Work shall consist of all labor, fuel, equipment, and materials for turf grass installation for final site restoration. | SY – per square yard |
| Stabilized Subgrade (12" LBR 40) | Work shall consist of all labor, fuel, equipment, and materials for the installation of compacted subgrade layer with specified bearing ratio (LBR 40). | SY - per square yard of area prepared |
| Staked Silt Fence, Type III | Work shall consist of all labor, equipment, and material to set up erosion control barriers to prevent sediment runoff; Type III typically refers to a specific FDOT standard. | LF – per foot of fence |
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