25-8421_Bid_Schedule_R2.xlsx
XLSX spreadsheet 21 KB Posted
- Solicitation number
- 25-8421
- Issued by
- Collier County, Florida
About this file
This is a bid schedule document for Collier County, Florida, detailing the pricing structure for Bid No. 25-8421, which encompasses secondary drainage improvements and water main replacement within the Big Cypress Golf & Country Club Estates and the Country Club of Naples in Collier County. The project covers a 170.50-acre area and includes removal and replacement of driveways, culverts, roadside swales, cross drains, outfall piping, and roadway asphalt overlay, along with construction of a new water main with associated infrastructure including valves, fire hydrants, water services, and meter boxes. The bid schedule outlines common items such as mobilization/demobilization, maintenance of traffic, portable changeable message signs, sedimentation barriers, inlet protection systems, clearing and grubbing, removal of existing concrete, and pre- and post-construction documentation. A non-mandatory pre-bid meeting is scheduled for September 11, 2025, at 10:00 a.m. at the Collier County Procurement Services Conference Room, and sealed bids are due electronically by October 7, 2025, at 3:00 p.m. The project timeline mandates substantial completion within 270 calendar days and final completion within 300 calendar days from the Notice to Proceed, with liquidated damages assessed at $3,813 per calendar day for failure to meet the substantial completion deadline.
The project budget is set at $8,000,000.00, with cost allocations between Big Cypress Golf & Country Club Estates, the Country Club of Naples, and the City of Naples based on proportional shares ranging from 5% to 95% depending on the specific line item. Bidders are required to submit a 5% bid bond and demonstrate comprehensive insurance coverage, E-Verify compliance, and appropriate Florida professional licensing. The county reserves the right to reject any or all bids, and no specific set-aside designations for disadvantaged enterprises are identified. Contractors must coordinate with multiple agencies, including the South Florida Water Management District and City of Naples Utilities, and must adhere to strict environmental, health, and safety requirements. The existing water main consists of asbestos cement pipe requiring special handling and disposal procedures. Work is restricted to 7:00 a.m. to 7:00 p.m., Monday through Friday, and performance and payment bonds are required for 100% of the contract amount.
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Bid Schedule
| Big Cypress Golf & Country Club Estates and Country Club of Naples | Collier County Proportional Share | City of Naples Proporational Share | |||||||
| Secondary Drainage System Improvements and Water Main Replacement | |||||||||
| BID SCHEDULE - AUGUST 2025 | |||||||||
| Item No. | Description | Unit | QTY | Unit Price | Total Price | % | Cost | % | Cost |
| CATEGORY NO. 1 - COMMON ITEMS | |||||||||
| 101-1 | Mobilization/Demobilization | LS | 1 | $ - 0 | $ - 0 | 75% | $ - 0 | 25% | $ - 0 |
| 102-1 | Maintenance of Traffic | LS | 1 | $ - 0 | $ - 0 | 75% | $ - 0 | 25% | $ - 0 |
| 102-99 | Portable Changeable Message Sign | EA | 2 | $ - 0 | $ - 0 | 75% | $ - 0 | 25% | $ - 0 |
| 104-10-3 | Sedimentation Barrier | LF | 1,200 | $ - 0 | $ - 0 | 88% | $ - 0 | 12% | $ - 0 |
| 104-18 | Inlet Protection System | EA | 26 | $ - 0 | $ - 0 | 95% | $ - 0 | 5% | $ - 0 |
| 110-1-1 | Clearing & Grubbing | AC | 7.73 | $ - 0 | $ - 0 | 75% | $ - 0 | 25% | $ - 0 |
| 110-4-10 | Removal of Existing Concrete | SY | 3,169 | $ - 0 | $ - 0 | 75% | $ - 0 | 25% | $ - 0 |
| SP-1 | Pre and Post Construction Video | LS | 1 | $ - 0 | $ - 0 | 75% | $ - 0 | 25% | $ - 0 |
| SP-2 | Project Sign | EA | 2 | $ - 0 | $ - 0 | 75% | $ - 0 | 25% | $ - 0 |
| SP-3 | Record Survey | LS | 1 | $ - 0 | $ - 0 | 75% | $ - 0 | 25% | $ - 0 |
| Category No. 1 - Common Items Subtotal: | $ - 0 | $ - 0 | $ - 0 | ||||||
| CATEGORY NO. 2 - DRAINAGE | |||||||||
| 425-1-521 | FDOT Type C Inlet, <10' | EA | 4 | $ - 0 | $ - 0 | 100% | $ - 0 | 0% | $ - 0 |
| 425-1-551 | FDOT Type E Inlet, <10' | EA | 12 | $ - 0 | $ - 0 | 100% | $ - 0 | 0% | $ - 0 |
| 425-3-61 | Junction Box, J-7, <10' | EA | 5 | $ - 0 | $ - 0 | 100% | $ - 0 | 0% | $ - 0 |
| 430-175-124 | Pipe Culvert, Optional Material, Round (24" RCP) | LF | 98 | $ - 0 | $ - 0 | 100% | $ - 0 | 0% | $ - 0 |
| 430-175-136 | Pipe Culvert, Optional Material, Round (36" RCP) | LF | 38 | $ - 0 | $ - 0 | 100% | $ - 0 | 0% | $ - 0 |
| 430-175-136A | Pipe Culvert, Optional Material, Round (36" HDPE) | LF | 330 | $ - 0 | $ - 0 | 100% | $ - 0 | 0% | $ - 0 |
| 430-175-215 | Pipe Culvert, Optional Material, Ellip. (15" ERCP) 12x18 | LF | 2,710 | $ - 0 | $ - 0 | 100% | $ - 0 | 0% | $ - 0 |
| 430-175-218 | Pipe Culvert, Optional Material, Ellip. (18" ERCP) 14x23 | LF | 854 | $ - 0 | $ - 0 | 100% | $ - 0 | 0% | $ - 0 |
| 430-175-224 | Pipe Culvert,Optional Material, Ellip. (24" ERCP) 19x30 | LF | 1,182 | $ - 0 | $ - 0 | 100% | $ - 0 | 0% | $ - 0 |
| 430-175-236 | Pipe Culvert, Optional Material, Ellip. (36" ECP) 29x45 | LF | 64 | $ - 0 | $ - 0 | 100% | $ - 0 | 0% | $ - 0 |
| 430-536-100 | Straight Concrete Endwall, 36" Single, 0 Deg. Round | EA | 1 | $ - 0 | $ - 0 | 100% | $ - 0 | 0% | $ - 0 |
| 430-536-202 | Straight Concrete Endwall, 36" Double, 0 Deg. Ellip. | EA | 2 | $ - 0 | $ - 0 | 100% | $ - 0 | 0% | $ - 0 |
| 430-601-123 | U-Type Concrete Endwall (12"x18") | EA | 179 | $ - 0 | $ - 0 | 100% | $ - 0 | 0% | $ - 0 |
| 430-601-125 | U-Type Concrete Endwall (14"x23") | EA | 50 | $ - 0 | $ - 0 | 100% | $ - 0 | 0% | $ - 0 |
| 430-601-129 | U-Type Concrete Endwall (19"x30") | EA | 66 | $ - 0 | $ - 0 | 100% | $ - 0 | 0% | $ - 0 |
| SP-4 | Swale Regrading (Inclduing Cut & Fill) | SY | 23,600 | $ - 0 | $ - 0 | 75% | $ - 0 | 25% | $ - 0 |
| SP-5 | Golf Course Interconnect, Site Work (Sheet 13) | LS | 1 | $ - 0 | $ - 0 | 100% | $ - 0 | 0% | $ - 0 |
| SP-6 | Golf Course Interconnect, Site Work (Sheet 13A) | LS | 1 | $ - 0 | $ - 0 | 100% | $ - 0 | 0% | $ - 0 |
| Category No. 2 - Drainage Subtotal: | $ - 0 | $ - 0 | $ - 0 | ||||||
| CATEGORY NO. 3 - RESTORATION | |||||||||
| 110-7-1 | Mailbox, F&I Single | EA | 127 | $ - 0 | $ - 0 | 100% | $ - 0 | 0% | $ - 0 |
| 121-70 | Flowable Fill | CY | 56 | $ - 0 | $ - 0 | 75% | $ - 0 | 25% | $ - 0 |
| 210-2 | Limerock, New Material for Reworking Base (18") | SY | 360 | $ - 0 | $ - 0 | 75% | $ - 0 | 25% | $ - 0 |
| 334-1-12 | Superpave Asphaltic Concrete (SP-9.5) | TN | 1,030 | $ - 0 | $ - 0 | 90% | $ - 0 | 10% | $ - 0 |
| 334-1-13 | Superpave Asphaltic Concrete (SP-12.5) | TN | 40 | $ - 0 | $ - 0 | 75% | $ - 0 | 25% | $ - 0 |
| 522-2 | Concrete Sidewalk & Driveway, 6" Thick | SY | 3,169 | $ - 0 | $ - 0 | 75% | $ - 0 | 25% | $ - 0 |
| 530-3-4 | Riprap, Rubble, F&I, Ditch Lining | TN | 54 | $ - 0 | $ - 0 | 100% | $ - 0 | 0% | $ - 0 |
| 570-1-2 | Performance Turf, Sod | SY | 23,426 | $ - 0 | $ - 0 | 75% | $ - 0 | 25% | $ - 0 |
| SP-7 | Remove and Reset Paver Driveway | SY | 3,379 | $ - 0 | $ - 0 | 75% | $ - 0 | 25% | $ - 0 |
| Category No. 3 - Restoration Subtotal: | $ - 0 | $ - 0 | $ - 0 | ||||||
| CATEGORY NO. 4 - SIGNAGE AND PAVEMENT MARKINGS | |||||||||
| 700-1-500 | Single Column Ground Sign Assembly, Relocate | EA | 9 | $ - 0 | $ - 0 | 100% | $ - 0 | 0% | $ - 0 |
| 711-11-125 | Thermoplactic, STD, White, Solid, 24" | LF | 208 | $ - 0 | $ - 0 | 100% | $ - 0 | 0% | $ - 0 |
| 711-11-123 | Thermoplactic, STD, White, Solid, 12" | LF | 148 | $ - 0 | $ - 0 | 100% | $ - 0 | 0% | $ - 0 |
| 711-15-201 | Thermoplactic, STD, Yellow, Solid 6" | LF | 0.0947 | $ - 0 | $ - 0 | 100% | $ - 0 | 0% | $ - 0 |
| Category No. 4 - Signage and Pavement Markings Subtotal: | $ - 0 | $ - 0 | $ - 0 | ||||||
| CATEGORY NO. 5 - WATER MAIN REPLACEMENT | |||||||||
| 1 | 6" PVC, DR-18, C900 | LF | 58 | $ - 0 | $ - 0 | 0% | $ - 0 | 100% | $ - 0 |
| 2 | 8" PVC, DR-14, C900 | LF | 146 | $ - 0 | $ - 0 | 0% | $ - 0 | 100% | $ - 0 |
| 3 | 8" PVC, DR-18, C900 | LF | 2,848 | $ - 0 | $ - 0 | 0% | $ - 0 | 100% | $ - 0 |
| 4 | 10" PVC, DR-14, C900 | LF | 84 | $ - 0 | $ - 0 | 0% | $ - 0 | 100% | $ - 0 |
| 5 | 10" PVC, DR-18, C900 | LF | 5,132 | $ - 0 | $ - 0 | 0% | $ - 0 | 100% | $ - 0 |
| 6 | 6" Gate Valve w/Box | EA | 2 | $ - 0 | $ - 0 | 0% | $ - 0 | 100% | $ - 0 |
| 7 | 8" Gate Valve w/Box | EA | 12 | $ - 0 | $ - 0 | 0% | $ - 0 | 100% | $ - 0 |
| 8 | 10" Gate Valve w/Box | EA | 9 | $ - 0 | $ - 0 | 0% | $ - 0 | 100% | $ - 0 |
| 9 | 8x8x8 Cut In Tee w/Reducers | EA | 2 | $ - 0 | $ - 0 | 0% | $ - 0 | 100% | $ - 0 |
| 10 | Fire Hydrant Assembly w/6" Gate Valve | EA | 15 | $ - 0 | $ - 0 | 0% | $ - 0 | 100% | $ - 0 |
| 11 | Water Main ARV | EA | 7 | $ - 0 | $ - 0 | 0% | $ - 0 | 100% | $ - 0 |
| 12 | 6" & 8" Pipe Removal | LF | 765 | $ - 0 | $ - 0 | 0% | $ - 0 | 100% | $ - 0 |
| 13 | 6" & 8" Pipe Grout and Abandonment | LF | 7,503 | $ - 0 | $ - 0 | 0% | $ - 0 | 100% | $ - 0 |
| 14 | Miscellaneous Water Main Abandonment | LS | 1 | $ - 0 | $ - 0 | 0% | $ - 0 | 100% | $ - 0 |
| 15 | Temporary Water Main Jumper/Final Connection | ||||||||
| a. Burning Tree/Solana (Ph. 1) | EA | 1 | $ - 0 | $ - 0 | 0% | $ - 0 | 100% | $ - 0 | |
| b. Burning Tree/Cypress Point (Ph. 2) | EA | 1 | $ - 0 | $ - 0 | 0% | $ - 0 | 100% | $ - 0 | |
| c. Burning Tree/Cypress Point (Ph. 3) | EA | 1 | $ - 0 | $ - 0 | 0% | $ - 0 | 100% | $ - 0 | |
| d. North Gate/Mel Jen (Ph. 4) | EA | 1 | $ - 0 | $ - 0 | 0% | $ - 0 | 100% | $ - 0 | |
| 16 | Flushing Port/TBSV/Final Connection | ||||||||
| a. Burning Tree/Cypress Point (Ph. 1) | EA | 1 | $ - 0 | $ - 0 | 0% | $ - 0 | 100% | $ - 0 | |
| b. Burning Tree/Cypress Point (Ph. 2) | EA | 1 | $ - 0 | $ - 0 | 0% | $ - 0 | 100% | $ - 0 | |
| c. North Gate/Burning Tree (Ph. 3) | EA | 1 | $ - 0 | $ - 0 | 0% | $ - 0 | 100% | $ - 0 | |
| d. Burning Tree/Mel Jen (Ph. 4) | EA | 1 | $ - 0 | $ - 0 | 0% | $ - 0 | 100% | $ - 0 | |
| 17 | Single Water Service (Short) | EA | 55 | $ - 0 | $ - 0 | 0% | $ - 0 | 100% | $ - 0 |
| 18 | Single Water Service (Long) | EA | 52 | $ - 0 | $ - 0 | 0% | $ - 0 | 100% | $ - 0 |
| 19 | Double Water Service (Short) | EA | 14 | $ - 0 | $ - 0 | 0% | $ - 0 | 100% | $ - 0 |
| 20 | Double Water Service (Long) | EA | 16 | $ - 0 | $ - 0 | 0% | $ - 0 | 100% | $ - 0 |
| 21 | Meter Boxes | EA | 137 | $ - 0 | $ - 0 | 0% | $ - 0 | 100% | $ - 0 |
| 22 | Additional 8" Water Main Deflection | EA | 4 | $ - 0 | $ - 0 | 0% | $ - 0 | 100% | $ - 0 |
| 23 | Additional 10" Water Main Deflection | EA | 4 | $ - 0 | $ - 0 | 0% | $ - 0 | 100% | $ - 0 |
| 24 | Relocate Existing Sewer Lateral | LS | 1 | $ - 0 | $ - 0 | 0% | $ - 0 | 100% | $ - 0 |
| 25 | Exist. Sewer Service Adjustments | EA | 6 | $ - 0 | $ - 0 | 0% | $ - 0 | 100% | $ - 0 |
| 26 | Additional Sewer Clean Out Assembly | EA | 3 | $ - 0 | $ - 0 | 0% | $ - 0 | 100% | $ - 0 |
| 27 | Additional Sewer Lateral Piping | LF | 100 | $ - 0 | $ - 0 | 0% | $ - 0 | 100% | $ - 0 |
| Category No. 5 - Water Main Replacement Subtotal: | $ - 0 | $ - 0 | $ - 0 | ||||||
| BID SUMMARY | |||||||||
| Category No. 1 - Common Items Subtotal | $ - 0 | $ - 0 | $ - 0 | ||||||
| Category No. 2 - Drainage Subtotal | $ - 0 | $ - 0 | $ - 0 | ||||||
| Category No. 3 - Restoration Subtotal | $ - 0 | $ - 0 | $ - 0 | ||||||
| Category No. 4 - Signage and Pavement Markings Subtotal | $ - 0 | $ - 0 | $ - 0 | ||||||
| Category No. 5 - Water Main Replacement Subtotal | $ - 0 | $ - 0 | $ - 0 | ||||||
| Total Bid Amount: | $ - 0 | $ - 0 | $ - 0 | ||||||
| * County Staff has allocated a total of 10% in Owner's Allowance from the County’s total bid amount for Owner's Use as Directed. This Allowance will be used only at the Owner's direction to accomplish work due to unforeseen conditions and/or as directed by the Owner. Inclusion of the Allowance as part of the Contract Price is not a guarantee that the Contractor will be paid any portion or the full amount of the Allowance. Expenditures of Owner's Allowance will be made through Change Order with proper documentation of Time and Materials supporting the change. |
**City Staff has allocated a total of 10% in Owner's Allowance for Owner's Use as Directed. This Allowance will be used only at the City’s direction to accomplish work due to unforeseen conditions and/or as directed by the City. Inclusion of the Allowance as part of the Contract Price is not a guarantee that the Contractor will be paid any portion or the full amount of the Allowance. Expenditures of Owner's Allowance will be made through Change Order with proper documentation of Time and Materials supporting the change.
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