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 is a Bid Schedule document prepared by Collier County, Florida's Procurement Services Division on behalf of the Solid & Hazardous Waste Management Division for the Turnaround Program Construction Services contract. The schedule presents two representative project examples—a Hammerhead project and a Designated Driveway project—with estimated quantities for evaluation purposes only, noting that actual quantities are not guaranteed. The Hammerhead example includes mobilization and demobilization, silt fence installation, clearing and grubbing, excavation, imported fill, asphalt milling and removal, asphalt concrete placement, stabilized subgrade, reinforced concrete pavement, sod installation, elliptical reinforced concrete pipe, mitered end sections, rip-rap placement, and object marker replacement. The Designated Driveway example includes similar site preparation work along with driveway demolition, limerock base installation, concrete pavement, and HDPE culvert pipe installation. The document provides detailed unit of measurement descriptions for each line item, with all pricing to be all-inclusive of labor, fuel, equipment, supplies, permits, materials, and mobilization costs.
Bidders must submit pricing for all line items in both project examples, with zero-dollar entries rendering a bid non-responsive and disqualifying it from consideration. Historically, Collier County departments have allocated approximately $1,650,000 annually for these services, though this figure is not indicative of future spending patterns. The contractor's pricing must account for all materials and labor necessary to properly complete projects, including rock and debris excavation, piping, silt fence, and any other required materials. Bids will be evaluated based on the unit prices submitted for each line item, which will be applied to actual project quantities as work is assigned under the contract.
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Text version
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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