Exhibit_F_-_Bid_Price_Sheet.xlsx
XLSX spreadsheet 30 KB Posted
- Solicitation number
- 26-B-20KW
- Issued by
- Volusia County, Florida
About this file
Bid Price Sheet Summary
This is a bid price sheet for the CDBG-DR New Smyrna Beach Corbin Park Stormwater Improvements Construction project, a federally-funded infrastructure initiative managed by Volusia County's Office of Recovery and Resiliency and the City of New Smyrna Beach. The project encompasses comprehensive stormwater system improvements including installation of storm drainage pipes (12 to 48 inches in diameter), storm structures, inlets, and manholes; utility relocations and transitions for water mains and force mains; and pavement restoration across approximately 8,600 linear feet of Corbin Park Road and interconnected local roadways. The scope of work is divided into four primary parts: General Requirements (including mobilization, bonds, permits, and traffic maintenance), Paving and Driveway Restoration (covering 2,200 square yards of concrete driveway removal and replacement, 8,120 linear feet of curb work, and 8,040 square yards of asphalt pavement work), Stormwater System installation (featuring extensive pipe work ranging from 12 to 48 inches in diameter totaling over 15,000 linear feet, inlet and manhole installation, and three flap gate valves), and Utility Improvements (including water main transitions, insertion valves, and water service installations). The non-mandatory pre-bid meeting was scheduled for December 1, 2025, at 3:00 pm with virtual options available. Bid submissions were due December 23, 2025, at 3:01 pm, with a substantial completion period of 600 days plus 30 days for final completion.
The bid price sheet establishes a total contract price of $130,000.00, comprised of $50,000.00 for General Requirements, $30,000.00 for Paving and Driveway Restoration, $0 for Stormwater System items (bidders must provide unit pricing), and $50,000.00 for Utility Improvements, with all amounts inclusive of Payment and Performance Bonds. The estimated total construction cost for the project is $8,451,220. All bidders must comply with Davis-Bacon Act prevailing wage requirements and federal labor standards, including Section 3 compliance requiring 25 percent of total labor hours performed by Section 3 workers and 5 percent by Targeted Section 3 workers. Contractors are required to provide a 5 percent bid bond and obtain Payment and Performance Bonds equal to 100 percent of the contract price. The project is funded through a U.S. Department of Housing and Urban Development Community Development Block Grant for Disaster Recovery (CDBG-DR) to support recovery from Hurricane Ian damage sustained in September 2022. Bid alternates are included for Excavatable Flowable Fill, and various Linestop sizes (6, 8, 12, and 20 inches). Liquidated damages are assessed at $3,813 per day for delays beyond the substantial completion date, and the contract will be awarded to the lowest responsive and responsible bidder.
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Text version
Corbin Park - Bid Form
| EXHIBIT F - BID PRICE SHEET | |||||
| 26-B-20KW, NEW SMYRNA BEACH CORBIN PARK STORMWATER IMPROVEMENTS | |||||
| FIRM NAME | |||||
| 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 | $ - 0 | |
| 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 | $ 50,000.00 |
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 | $ 50,000.00 |
| 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 |
| Payment and Performance Bond | |
| Total Price (Inclusive of Performance and Payment Bond) | $ 130,000.00 |
| 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 | |
| LS=Lump Sum; LF= Linear Foot; CY=Cubic Yard; SY= Square Yard; EA= Each |
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