Corbin_Park_-_Bid_Form.xlsx
XLSX spreadsheet 27 KB Posted
- Solicitation number
- 26-B-20KW
- Issued by
- Volusia County, Florida
About this file
This is a bid form for the CDBG-DR New Smyrna Beach Corbin Park Stormwater Improvements Construction project administered by Volusia County's Office of Recovery and Resiliency in Florida. The project encompasses comprehensive stormwater infrastructure rehabilitation along Corbin Park Road and interconnected local roadways, including installation of storm drainage pipes ranging from 12 to 48 inches in diameter, storm structures, inlets, and manholes, along with utility relocations and pavement restoration across approximately 8,600 linear feet. The bid form is structured in four parts: General Requirements totaling $50,100, Paving and Driveway Restoration totaling $30,000, Stormwater System items, and Utility Improvements Due to Stormwater Installation totaling $50,000, with a total bid amount of $130,100 shown in the allowances and fixed-price items. The non-mandatory pre-bid meeting was scheduled for December 1, 2025, with questions due by December 9, 2025, and bid submissions required by December 23, 2025, at 3:01 pm. The project has a substantial completion period of 600 days with final completion required 30 days thereafter. Additional bid alternates include excavatable flowable fill, linestops in various sizes (6-inch through 20-inch), with the total estimated construction cost of $8,451,220.
The bid form includes allowances for civil work ($50,000) and utility work ($50,000) to accommodate unforeseen conditions during construction. The project is federally funded through a U.S. Department of Housing and Urban Development Community Development Block Grant for Disaster Recovery (CDBG-DR) and is subject to Davis-Bacon Act prevailing wage requirements and Copeland Act anti-kickback provisions, requiring weekly certified payroll reporting. Contractors must comply with Section 3 and Minority/Women-Owned Business Enterprise (M/WBE) participation requirements, with mandates that 25 percent of total labor hours be performed by Section 3 workers and 5 percent by Targeted Section 3 workers. Bidders must provide a 5 percent bid bond and obtain Payment and Performance Bonds equal to 100 percent of the contract price. Additional requirements include E-Verify registration, comprehensive insurance coverage, and federal bonding requirements under 24 CFR 85.36. The contract will be awarded to the lowest responsive and responsible bidder, with liquidated damages assessed at $3,813 per day for delays beyond substantial completion.
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Text version
Corbin Park - Bid Form
BID FORM
PART A: GENERAL REQUIREMENTS
| Item | Item Name & Category | Total Quantity | Unit | Unit Price | Item Price |
| GENERAL REQUIREMENTS | |||||
| 1 | Mobilization and Demobilization (Maximum 5.0% of the total Contract Price) | 1 | LS | $ - 0 | |
| 2 | General Requirements, Bonds, and Permits | 1 | LS | $ - 0 | |
| 3 | Indemnification | 1 | LS | $ 100.00 | $ 100.00 |
| 4 | Maintenance of Traffic | 1 | LS | $ - 0 | |
| 5 | Layout Survey, Utility Locates, and As-Built Survey | 1 | LS | $ - 0 | |
| 6 | Semi-Annual Public Meetings | 6 | EA | $ - 0 | |
| 7 | Clearing and Grubbing | 1 | LS | $ - 0 | |
| 8 | Erosion Control and Stormwater Pollution Prevention | 1 | LS | $ - 0 | |
| 9 | Utility Clearance | 1 | LS | $ - 0 | |
| 10 | Civil Allowance | 1 | ALL | $ 50,000.00 | $ 50,000.00 |
| Subtotal Part A: General Requirements | $ 50,100.00 |
BID FORM
PART B: PAVING & DRIVEWAY RESTORATION
| Item | Item Name & Category | Total Quantity | Unit | Unit Price | Item Price |
| PAVING AND DRIVEWAY RESTORATION | |||||
| 11 | Remove and Replace Gravel Driveway | 160 | SY | $ - 0 | |
| 12 | Remove and Replace Concrete Driveway | 2,200 | SY | $ - 0 | |
| 13 | Remove and Replace Brick/Stamped Driveway | 150 | SY | $ - 0 | |
| 14 | Remove and Replace Ribbon Curb | 4,810 | LF | $ - 0 | |
| 15 | Remove and Replace Drop Curb | 110 | LF | $ - 0 | |
| 16 | Remove and Replace Asphalt Pavement – City Right-of-Way | 330 | SY | $ - 0 | |
| 17 | Remove and Replace Asphalt Pavement – County Right-of-Way | 3,510 | SY | $ - 0 | |
| 18 | Mill and Resurface – City Right-of-Way | 230 | SY | $ - 0 | |
| 19 | Mill and Resurface – County Right-of-Way | 4,310 | SY | $ - 0 | |
| 20 | Remove and Replace Shell Road | 130 | SY | $ - 0 | |
| 21 | Restoration | 10,700 | LF | $ - 0 | |
| 22 | Geotechnical/Material Testing | 1 | ALL | $ 30,000.00 | $ 30,000.00 |
| Subtotal Part B: Paving and Driveway Restoration | $ 30,000.00 |
BID FORM
PART C: STORMWATER SYSTEM
| Item | Item Name & Category | Total Quantity | Unit | Unit Price | Item Price |
| STORMWATER SYSTEM | |||||
| 23 | Inlet Demolition | 12 | EA | $ - 0 | |
| 24 | Mitered End Section (MES) Demolition | 6 | EA | $ - 0 | |
| 25 | 18" Headwall Demolition | 2 | EA | $ - 0 | |
| 26 | 12" Pipe Demolition | 350 | LF | $ - 0 | |
| 27 | 18"x12" Pipe Demoltion | 140 | LF | $ - 0 | |
| 28 | 23"x14" Pipe Demoltion | 270 | LF | $ - 0 | |
| 29 | 15" Pipe Demolition | 670 | LF | $ - 0 | |
| 30 | 18" Pipe Demolition | 820 | LF | $ - 0 | |
| 31 | 24" Pipe Demolition | 500 | LF | $ - 0 | |
| 32 | 18" Pipe Grout Fill and Abandon | 140 | LF | $ - 0 | |
| 33 | Type 'C' Inlet | 23 | EA | $ - 0 | |
| 34 | Type 'E' Inlet | 45 | EA | $ - 0 | |
| 35 | Type 'G' Inlet | 42 | EA | $ - 0 | |
| 36 | Type 'H' Inlet | 1 | EA | $ - 0 | |
| 37 | 12" Mitered End Section (MES) | 7 | EA | $ - 0 | |
| 38 | 15" Mitered End Section (MES) | 3 | EA | $ - 0 | |
| 39 | 18" Mitered End Section (MES) | 1 | EA | $ - 0 | |
| 40 | 15" Concrete Endwall | 3 | EA | $ - 0 | |
| Item | Item Name & Category | Total Quantity | Unit | Unit Price | Item Price |
| 41 | Storm Manhole (4' Diameter) | 1 | EA | $ - 0 | |
| 42 | Storm Manhole (5' Diameter) | 4 | EA | $ - 0 | |
| 43 | 12" PVC Storm | 170 | LF | $ - 0 | |
| 44 | 12" RCP Storm | 60 | LF | $ - 0 | |
| 45 | 15" RCP Storm | 520 | LF | $ - 0 | |
| 46 | 18" RCP Storm | 1,390 | LF | $ - 0 | |
| 47 | 24" RCP Storm | 6,560 | LF | $ - 0 | |
| 48 | 36" RCP Storm | 5,610 | LF | $ - 0 | |
| 49 | 48" RCP Storm | 60 | LF | $ - 0 | |
| 50 | 18" Corrugated Plastic Pipe (CPP) | 20 | LF | $ - 0 | |
| 51 | 18"x12" ERCP | 130 | LF | $ - 0 | |
| 52 | 23"x14" ERCP | 60 | LF | $ - 0 | |
| 53 | 30"x19" ERCP | 600 | LF | $ - 0 | |
| 54 | 38"x24" ERCP | 80 | LF | $ - 0 | |
| 55 | 24-inch Flap Gate Valve | 1 | EA | $ - 0 | |
| 56 | 36-inch Flap Gate Valve | 2 | EA | $ - 0 | |
| 57 | 48-inch Flap Gate Valve | 1 | EA | $ - 0 | |
| Subtotal Part C: Stormwater System | $ - 0 |
BID FORM
PART D: UTILITY IMPROVEMENTS DUE TO STORMWATER INSTALLATION
| Item | Item Name & Category | Total Quantity | Unit | Unit Price | Item Price | |
| UTILITY IMPROVEMENTS DUE TO STORMWATER INSTALLATION | ||||||
| 58 | Cut and Cap, Abandon 6" Water Main, Grout and Fill | 100 | LF | $ - 0 | ||
| 59 | Vertical Transition – 4” PVC Force Main | |||||
| (Includes Fittings) | 3 | EA | $ - 0 | |||
| 60 | Horizontal Transition – 4” PVC Force Main | |||||
| (Includes Fittings) | 1 | EA | $ - 0 | |||
| 61 | Vertical Transition – 6” PVC Water Main | |||||
| (Includes Fittings) | 9 | EA | $ - 0 | |||
| 62 | Horizontal Transition – 6” PVC Water Main | |||||
| (Includes Fittings) | 5 | EA | $ - 0 | |||
| 63 | Vertical Transition – 8” PVC Water Main | |||||
| (Includes Fittings) | 16 | EA | $ - 0 | |||
| 64 | Horizontal Transition – 8” PVC Water Main | |||||
| (Includes Fittings) | 6 | EA | $ - 0 | |||
| 65 | Vertical Transition – 8” PVC Force Main | |||||
| (Includes Fittings) | 2 | EA | $ - 0 | |||
| 66 | Vertical Transition – 12” PVC Water Main | |||||
| (Includes Fittings) | 2 | EA | $ - 0 | |||
| 67 | Horizontal Transition – 12” PVC Water Main | |||||
| (Includes Fittings) | 1 | EA | $ - 0 | |||
| 68 | Vertical Transition – 20” PVC Water Main | |||||
| (Includes Fittings) | 2 | EA | $ - 0 | |||
| 69 | Vertical Transition – 20” PVC Reclaimed Water Main | |||||
| (Includes Fittings) | 1 | EA | $ - 0 | |||
| 70 | 6" Insertion Valve | 2 | EA | $ - 0 | ||
| 71 | 8" Insertion Valve | 3 | EA | $ - 0 | ||
| 72 | 12" Insertion Valve | 3 | EA | $ - 0 | ||
| 73 | 20" Insertion Valve | 4 | EA | $ - 0 | ||
| 74 | 6”x8” Wet Tap and Valve | 2 | EA | $ - 0 | ||
| 75 | 4” Plug Valve | 1 | EA | $ - 0 | ||
| 76 | 1” Water Service – Short Side | 6 | EA | $ - 0 | ||
| 77 | 1” Water Service – Long Side | 6 | EA | $ - 0 | ||
| Item | Item Name & Category | Total Quantity | Unit | Unit Price | Item Price | |
| 78 | 6” PVC Water Main (Includes Fittings) | 390 | LF | $ - 0 | ||
| 79 | 8” PVC Water Main (Includes Fittings) | 170 | LF | $ - 0 | ||
| 80 | 4” PVC Force Main (Includes Fittings) | 1,060 | LF | $ - 0 | ||
| 81 | Fire Hydrant Assembly | 1 | EA | $ - 0 | ||
| 82 | Utility Allowance | 1 | ALL | $ 50,000.00 | $ 50,000.00 | |
| Subtotal Part D: Utility Improvements Due to Stormwater Installation | $ 50,000.00 |
SUMMARY OF COSTS
| Subtotal Part A: General Requirements | $ 50,100.00 |
| Subtotal Part B: Paving and Driveway Restoration | $ 30,000.00 |
| Subtotal Part C: Stormwater System | $ - 0 |
| Subtotal Part D: Utility Improvements Due to Stormwater Installation | $ 50,000.00 |
| Total Cost | $ 130,100.00 |
| Total Bid (Use Words) | |
| Total Bid (Figures) |
| Bid Alternates | |||||
| Item | Item Name & Category | Total Quantity | Unit | Unit Price | Item Price |
| ALT-1 | Excavatable Flowable Fill | 40 | CY | $ - 0 | |
| ALT-2 | 6" Linestop | 2 | EA | $ - 0 | |
| ALT-3 | 8" Linestop | 3 | EA | $ - 0 | |
| ALT-4 | 12" Linestop | 3 | EA | $ - 0 | |
| ALT-5 | 20" Linestop | 4 | EA | $ - 0 |
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