Exhibit_F_-_Bid_Price_Sheet_REVISION_1.xlsx
XLSX spreadsheet 25 KB Posted
- Solicitation number
- 26-B-119KW
- Issued by
- Volusia County, Florida
About this file
This is a Bid Price Sheet (Exhibit F, Revision 1) for Volusia County's Office of Recovery and Resiliency in Florida for IFB 26-B-119KW, a CDBG-DR funded stormwater construction project at Lantern Park. The project encompasses two primary components: Stormwater Pond and Pump Station Improvements and Lantern Park Subdivision Drainage Improvements. Major work items include clearing and grubbing, regular excavation of approximately 48,000 cubic yards, installation of a 66-inch elliptical concrete pipe culvert system with flap gates, riprap ditch lining of 85 tons, approximately 1,250 linear feet of Type B fencing with one double gate, performance turf sod installation, a portable emergency generator, approximately 1,500 linear feet of 18-inch high-density polyethylene utility piping with fittings and valve/meter boxes, a complete stormwater pump station with junction boxes, mechanical systems including startup, electrical systems with control and power panels and remote monitoring, utility coordination, driveway access, and subdivision drainage improvements including stabilization, base courses, asphaltic concrete, and curb inlets. The non-mandatory pre-bid meeting was scheduled for August 27, 2026 at 10:00 a.m. in DeLand, Florida, with questions due by September 3, 2026 at 11:59 p.m. and bids due September 17, 2026 at 3:00 p.m. via Microsoft Teams through the County's eProcurement Portal. The contract term requires substantial completion within 360 days of Notice to Proceed and final completion within 390 days total, with liquidated damages assessed at $1,200 per day for delays beyond the completion date, and bids must remain firm for 120 days following opening.
The price sheet contains all unit costs listed at $0, indicating this is a blank template for bidders to complete with their pricing. The estimated construction cost for the project is $3.917 million, funded entirely by a U.S. Department of Housing and Urban Development Community Development Block Grant for Disaster Recovery (CDBG-DR) in support of recovery efforts from Hurricane Ian damage in September 2022. Bid requirements include a bid bond equal to 5 percent of the bid price, a performance bond for 100 percent of contract price, and a payment bond for 100 percent of contract price. Contractors must comply with Davis-Bacon Act prevailing wage determinations with 34 classifications ranging from $8.44 to $31.50 per hour base wage plus fringe benefits, and must submit weekly certified payroll on WH-347 forms. Section 3 requirements mandate that at least 25 percent of total labor hours be performed by Section 3 workers and at least 5 percent by Targeted Section 3 workers. Contractors must demonstrate affirmative action in utilizing minority and women-owned business enterprises as suppliers and subcontractors. Insurance requirements include commercial general liability ($1 million per occurrence / $2 million aggregate), auto liability ($1 million combined single limit), excess liability ($1 million per occurrence/aggregate), contractors pollution liability ($1 million occurrence/aggregate), and installation floater covering wind, hail, named storms, and flood including storm surge. The County will remit payment within 20 to 25 days in accordance with Florida Statutes 218.735, retaining 5 percent of each monthly payment request.
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Table 1
| EXHIBIT F - BID PRICE SHEET 26-B-119KW |
| CDBG-DR LANTERN PARK STORMWWATER POND CONSTRUCTION |
Company Name
| Item | Pay Item No. | Description | Units | Unit Cost | Quantity | Total | |
| Stormwater Pond and Pump Station Improvements | |||||||
| 1 | 101-1 | Mobilization (10% of Total) | LS | 1 | $0 | ||
| 2 | 102-1 | Maintenance of Traffic (5% of Total) | LS | 1 | $0 | ||
| 3 | 104-1 | Prevention, Control and Abatement of Erosion and Water Pollution (5% of Total) | LS | 1 | $0 | ||
| 4 | 110-1-1 | Clearing and Grubbing (10% of Total) | LS | 1 | $0 | ||
| 5 | 120-1 | Regular Excavation | CY | 48000 | $0 | ||
| 6 | 430-175-266 | Pipe Culvert, Concrete, Elliptical, 66" S/CD | LF | 65 | $0 | ||
| 7 | 430-880 | Flap Gates, 0-24'' | EA | 1 | $0 | ||
| 8 | 430-982-644 | Mitered End Section, Elliptical, 66" CD | EA | 1 | $0 | ||
| 9 | 530-3-4 | Riprap, Rubble, F&I, Ditch Lining | TN | 85 | $0 | ||
| 10 | 550-10-220 | Fencing, Type B, 5.1-6.0', Standard | LF | 1250 | $0 | ||
| 11 | 550-60-222 | Fence Gate, Type B, Double, 6.1-12.0' Opening | EA | 1 | $0 | ||
| 12 | 570-1-2 | Performance Turf, Sod | LS | 1 | $0 | ||
| 13 | 639-4-4 | Emergency Generator - Portable Install - Non | |||||
| retrofit; FDOT Furnished | EA | 1 | $0 | ||||
| 14 | 1050-42-218 | Utility Pipe - High Density Polyethylene, Furnish | |||||
| & Install, Water/Sewer, 18" | LF | 1500 | $0 | ||||
| 15 | 1055-13 | Utility Fittings, Install | LS | 1 | $0 | ||
| 16 | 1080-21-118 | Utility Fixture - Valve/Meter Box, Furnish & | |||||
| Install, 18" | EA | 1 | $0 | ||||
| 17 | 900-1 | Stormwater Pump Station | LS | 1 | $0 | ||
| 18 | 900-2 | Junction Box | LS | 1 | $0 | ||
| 19 | 900-3 | Mechanical (including startup) | LS | 1 | $0 | ||
| 20 | 900-4 | Electrical (including purchase and startup of | |||||
| control and power panels, remote monitoring, and related items) | LS | 1 | $0 | ||||
| 21 | 900-5 | Misc. Utility Coordination | LS | 1 | $0 | ||
| 22 | 900-6 | Driveway Access | LS | 1 | $0 | ||
| Lantern Park Subdivision Drainage Improvements | |||||||
| 23 | 101-1 | Mobilization (15% of Total) | LS | 1 | $0 | ||
| 24 | 102-1 | Maintenance of Traffic (5% of Total) | LS | 1 | $0 | ||
| 25 | 104-1 | Prevention, Control and Abatement of Erosion and Water Pollution (5% of Total) | LS | 1 | $0 | ||
| 26 | 110-1-1 | Clearing and Grubbing (10% of Total) | LS | 1 | $0 | ||
| 27 | 160-4 | Type B Stabilization (12") | SY | 40 | $0 | ||
| 28 | 285-704 | Optional Base, Base Group 04 (6") | SY | 40 | $0 | ||
| 29 | 334-1-13 | Superpave Asphaltic Concrete, Traffic C (2") | TN | 5 | $0 | ||
| 30 | 425-1-441 | Inlet, Curb, Type J-4, <10' | EA | 5 | $0 | ||
| 31 | 425-11 | Modify Existing Drainage Structure | EA | 3 | $0 | ||
| 32 | 430-175-224 | Pipe Culvert, Concrete, Elliptical, 24" S/CD | LF | 105 | $0 | ||
| 33 | 430-175-230 | Pipe Culvert, Concrete, Elliptical, 30" S/CD | LF | 140 | $0 | ||
| 34 | 430-175-236 | Pipe Culvert, Concrete, Elliptical, 36" S/CD | LF | 225 | $0 | ||
| 35 | 522-1 | Concrete Sidewalk and Driveways, 4" Thick | SY | 20 | $0 | ||
| 36 | 570-1-2 | Performance Turf, Sod | LS | 1 | $0 |
| 37 | 900-7 | Civil Allowance* | $50,000 |
| 38 | 900-8 | Utility allowance* | $50,000 |
| Total Base Bid: | $100,000 |
| Performance and Payment Bonds | |
| Total Bid (Base Bid + Performance and Payment Bonds) | $100,000 |
*Allowance of $100,000 is included in the project budget to address unforeseen conditions encountered during construction . This allowance shall not be included by the Contractor in the lump sum bid price. Payment for allowances will be made based on the actual price for required services. Allowance requests must be submitting in writing and pre-approved by the County Project Manager and the EOR prior to completing services and submitting for payment.
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