25-8421_Bid_Schedule_R1.xlsx
XLSX spreadsheet 21 KB Posted
- Solicitation number
- 25-8421
- Issued by
- Collier County, Florida
About this file
The provided file is a Bid Schedule for Collier County, Florida, specifically for the Big Cypress Golf & Country Club Estates and Country Club of Naples Secondary Drainage System Improvements and Water Main Replacement project. The bid schedule, dated August 2025, outlines a comprehensive infrastructure project involving two primary categories: Common Items and Drainage. The document details 12 line items in Category No. 1, including mobilization, maintenance of traffic, sedimentation barrier, inlet protection, clearing and grubbing, and concrete removal. The project spans 170.50 acres and requires removing and replacing existing infrastructure such as driveways, culverts, roadside swales, cross drains, and outfall piping, along with constructing a new water main. The non-mandatory pre-bid meeting is scheduled for September 11, 2025, at 10:00 a.m., with sealed bids due electronically by October 7, 2025, at 3:00 p.m.
The project budget is set at $8,000,000.00, with the county imposing liquidated damages of $3,813 per calendar day for failing to achieve substantial completion within the specified timeframe. The bid requires a 5% bid bond and comprehensive insurance coverage. Contractors must coordinate with multiple agencies, including the South Florida Water Management District and City of Naples Utilities, and adhere to strict environmental, health, and safety requirements. The existing water main, composed of asbestos cement (AC) pipe, requires 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 for 100% of the contract amount will be mandatory. The project timeline mandates substantial completion within 270 calendar days and final completion within 300 calendar days from the Notice to Proceed.
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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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