25-8421_Bid_Schedule.xlsx
XLSX spreadsheet 18 KB Posted
- Solicitation number
- 25-8421
- Issued by
- Collier County, Florida
About this file
The document 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 is scheduled for August 2025, with sealed bids to be received by October 7, 2025, at 3:00 p.m. local time. A non-mandatory pre-bid meeting is set for September 11, 2025, at 10:00 a.m. in the Collier County Procurement Services Conference Room. The project involves drainage improvements and water main replacement within residential and golf course areas, with an anticipated project budget of $8,000,000.00. The bid schedule includes multiple categories of work, with Category No. 1 covering common items such as mobilization, maintenance of traffic, sedimentation barriers, clearing and grubbing, and project documentation.
The bid schedule provides a detailed breakdown of items and quantities, including 26 inlet protection systems, 1,200 linear feet of sedimentation barrier, and 3,169 square yards of existing concrete removal. Bidders are required to register on the Collier County procurement portal to obtain complete project documents. The project appears to be fully funded with a specific budget allocation, and bids will be publicly opened and read aloud. Prospective bidders must submit unit prices for each listed item, with the total project scope encompassing both drainage improvements and water main replacement in the Big Cypress and Country Club of Naples areas.
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Text version
Bid Form
| Big Cypress Golf & Country Club Estates and Country Club of Naples | ||||||
| Secondary Drainage System Improvements and Water Main Replacement | ||||||
| BID SCHEDULE - AUGUST 2025 | ||||||
| Item No. | Description | Unit | Bid Quantity | Unit Price | Total Price | |
| CATEGORY NO. 1 - COMMON ITEMS | ||||||
| 101-1 | Mobilization/Demobilization | LS | 1 | $ - 0 | ||
| 102-1 | Maintenance of Traffic | LS | 1 | $ - 0 | ||
| 102-99 | Portable Changeable Message Sign | EA | 2 | $ - 0 | ||
| 104-10-3 | Sedimentation Barrier | LF | 1,200 | $ - 0 | ||
| 104-18 | Inlet Protection System | EA | 26 | $ - 0 | ||
| 110-1-1 | Clearing & Grubbing | AC | 7.73 | $ - 0 | ||
| 110-4-10 | Removal of Existing Concrete | SY | 3,169 | $ - 0 | ||
| SP-1 | Pre and Post Construction Video | LS | 1 | $ - 0 | ||
| SP-2 | Project Sign | EA | 2 | $ - 0 | ||
| SP-3 | Record Survey | LS | 1 | $ - 0 | ||
| Category No. 1 - Common Items Subtotal | $ - 0 | |||||
| CATEGORY NO. 2 - DRAINAGE | ||||||
| 425-1-521 | FDOT Type C Inlet, <10' | EA | 4 | $ - 0 | ||
| 425-1-551 | FDOT Type E Inlet, <10' | EA | 12 | $ - 0 | ||
| 425-3-61 | Junction Box, J-7, <10' | EA | 5 | $ - 0 | ||
| 430-175-124 | Pipe Culvert, Optional Material, Round (24" RCP) | LF | 98 | $ - 0 | ||
| 430-175-136 | Pipe Culvert, Optional Material, Round (36" RCP) | LF | 38 | $ - 0 | ||
| 430-175-136A | Pipe Culvert, Optional Material, Round (36" HDPE) | LF | 330 | $ - 0 | ||
| 430-175-215 | Pipe Culvert, Optional Material, Ellip. (15" ERCP) 12x18 | LF | 2,710 | $ - 0 | ||
| 430-175-218 | Pipe Culvert, Optional Material, Ellip. (18" ERCP) 14x23 | LF | 854 | $ - 0 | ||
| 430-175-224 | Pipe Culvert,Optional Material, Ellip. (24" ERCP) 19x30 | LF | 1,182 | $ - 0 | ||
| 430-175-236 | Pipe Culvert, Optional Material, Ellip. (36" ECP) 29x45 | LF | 64 | $ - 0 | ||
| 430-536-100 | Straight Concrete Endwall, 36" Single, 0 Deg. Round | EA | 1 | $ - 0 | ||
| 430-536-202 | Straight Concrete Endwall, 36" Double, 0 Deg. Ellip. | EA | 2 | $ - 0 | ||
| 430-601-123 | U-Type Concrete Endwall (12"x18") | EA | 179 | $ - 0 | ||
| 430-601-125 | U-Type Concrete Endwall (14"x23") | EA | 50 | $ - 0 | ||
| 430-601-129 | U-Type Concrete Endwall (19"x30") | EA | 66 | $ - 0 | ||
| SP-4 | Swale Regrading (Inclduing Cut & Fill) | SY | 23,600 | $ - 0 | ||
| SP-5 | Golf Course Interconnect, Site Work (Sheet 13) | LS | 1 | $ - 0 | ||
| SP-6 | Golf Course Interconnect, Site Work (Sheet 13A) | LS | 1 | $ - 0 | ||
| Category No. 2 - Drainage Subtotal | $ - 0 | |||||
| CATEGORY NO. 3 - RESTORATION | ||||||
| 110-7-1 | Mailbox, F&I Single | EA | 127 | $ - 0 | ||
| 121-70 | Flowable Fill | CY | 56 | $ - 0 | ||
| 210-2 | Limerock, New Material for Reworking Base (18") | SY | 360 | $ - 0 | ||
| 334-1-12 | Superpave Asphaltic Concrete (SP-9.5) | TN | 1,030 | $ - 0 | ||
| 334-1-13 | Superpave Asphaltic Concrete (SP-12.5) | TN | 40 | $ - 0 | ||
| 522-2 | Concrete Sidewalk & Driveway, 6" Thick | SY | 3,169 | $ - 0 | ||
| 530-3-4 | Riprap, Rubble, F&I, Ditch Lining | TN | 54 | $ - 0 | ||
| 570-1-2 | Performance Turf, Sod | SY | 23,426 | $ - 0 | ||
| SP-7 | Remove and Reset Paver Driveway | SY | 3,379 | $ - 0 | ||
| Category No. 3 - Restoration Subtotal | $ - 0 | |||||
| CATEGORY NO. 4 - SIGNAGE AND PAVEMENT MARKINGS | ||||||
| 700-1-500 | Single Column Ground Sign Assembly, Relocate | EA | 9 | $ - 0 | ||
| 711-11-125 | Thermoplactic, STD, White, Solid, 24" | LF | 208 | $ - 0 | ||
| 711-11-123 | Thermoplactic, STD, White, Solid, 12" | LF | 148 | $ - 0 | ||
| 711-15-201 | Thermoplactic, STD, Yellow, Solid 6" | LF | 0.0947 | $ - 0 | ||
| Category No. 4 - Signage and Pavement Markings Subtotal | $ - 0 | |||||
| CATEGORY NO. 5 - WATER MAIN REPLACEMENT | ||||||
| 1 | 6" PVC, DR-18, C900 | LF | 58 | |||
| 2 | 8" PVC, DR-14, C900 | LF | 146 | $ - 0 | ||
| 3 | 8" PVC, DR-18, C900 | LF | 2,848 | $ - 0 | ||
| 4 | 10" PVC, DR-14, C900 | LF | 84 | $ - 0 | ||
| 5 | 10" PVC, DR-18, C900 | LF | 5,132 | $ - 0 | 1 | |
| 6 | 6" Gate Valve w/Box | EA | 2 | $ - 0 | ||
| 7 | 8" Gate Valve w/Box | EA | 12 | $ - 0 | ||
| 8 | 10" Gate Valve w/Box | EA | 9 | $ - 0 | ||
| 9 | 8x8x8 Cut In Tee w/Reducers | EA | 2 | $ - 0 | ||
| 10 | Fire Hydrant Assembly w/6" Gate Valve | EA | 15 | $ - 0 | ||
| 11 | Water Main ARV | EA | 7 | $ - 0 | ||
| 12 | 6" & 8" Pipe Removal | LF | 765 | $ - 0 | ||
| 13 | 6" & 8" Pipe Grout and Abandonment | LF | 7,503 | $ - 0 | ||
| 14 | Miscellaneous Water Main Abandonment | LS | 1 | $ - 0 | ||
| 15 | Temporary Water Main Jumper/Final Connection | |||||
| a. Burning Tree/Solana (Ph. 1) | EA | 1 | $ - 0 | |||
| b. Burning Tree/Cypress Point (Ph. 2) | EA | 1 | $ - 0 | |||
| c. Burning Tree/Cypress Point (Ph. 3) | EA | 1 | $ - 0 | |||
| d. North Gate/Mel Jen (Ph. 4) | EA | 1 | $ - 0 | |||
| 16 | Flushing Port/TBSV/Final Connection | |||||
| a. Burning Tree/Cypress Point (Ph. 1) | EA | 1 | $ - 0 | |||
| b. Burning Tree/Cypress Point (Ph. 2) | EA | 1 | $ - 0 | |||
| c. North Gate/Burning Tree (Ph. 3) | EA | 1 | $ - 0 | |||
| d. Burning Tree/Mel Jen (Ph. 4) | EA | 1 | $ - 0 | |||
| 17 | Single Water Service (Short) | EA | 55 | $ - 0 | ||
| 18 | Single Water Service (Long) | EA | 52 | $ - 0 | ||
| 19 | Double Water Service (Short) | EA | 14 | $ - 0 | ||
| 20 | Double Water Service (Long) | EA | 16 | $ - 0 | ||
| 21 | Meter Boxes | EA | 137 | $ - 0 | ||
| 22 | Additional 8" Water Main Deflection | EA | 4 | $ - 0 | ||
| 23 | Additional 10" Water Main Deflection | EA | 4 | $ - 0 | ||
| 24 | Relocate Existing Sewer Lateral | LS | 1 | $ - 0 | ||
| 25 | Exist. Sewer Service Adjustments | EA | 6 | $ - 0 | ||
| 26 | Additional Sewer Clean Out Assembly | EA | 3 | $ - 0 | ||
| 27 | Additional Sewer Lateral Piping | LF | 100 | $ - 0 | ||
| Category No. 5 - Water Main Replacement Subtotal | $ - 0 | |||||
| BID SUMMARY | ||||||
| Category No. 1 - Common Items Subtotal | $ - 0 | |||||
| Category No. 2 - Drainage Subtotal | $ - 0 | |||||
| Category No. 3 - Restoration Subtotal | $ - 0 | |||||
| Category No. 4 - Signage and Pavement Markings Subtotal | $ - 0 | |||||
| Category No. 5 - Water Main Replacement Subtotal | $ - 0 | |||||
| Total Bid Amount | $ - 0 | |||||
| County 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 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. |
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