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 construction services related to the City of New Smyrna Beach's Corbin Park stormwater improvements project, administered by Volusia County's Office of Recovery and Resiliency as a CDBG-DR funded recovery effort from Hurricane Ian damage. The project encompasses four primary scope categories: general requirements including mobilization, permits, traffic maintenance, and surveys; paving and driveway restoration involving removal and replacement of various surface types across 10,700 linear feet and multiple square yard quantities; stormwater system installation including demolition and installation of pipes ranging from 12 inches to 48 inches in diameter, inlet systems, endwalls, manholes, and flap gate valves; and utility improvements necessitated by stormwater installation, including water main transitions, insertion valves, wet taps, and water service connections across multiple pipe diameters. The bid form does not specify response deadlines, site visit requirements, bidder conferences, or award dates.
The bid form reflects a total contract value of $130,100.00, composed of Part A General Requirements at $50,100.00, Part B Paving and Driveway Restoration at $30,000.00, Part C Stormwater System at $0.00 (pricing to be supplied by bidder), and Part D Utility Improvements at $50,000.00. Specific line items include fixed allowances for Civil Allowance ($50,000.00) and Utility Allowance ($50,000.00), with all other items requiring unit pricing from bidders. The bid form includes four optional bid alternates for excavatable flowable fill and linestop services at various diameters. As a federally funded project under HUD's CDBG-DR program, the contract is subject to Davis-Bacon Act prevailing wage requirements, Copeland Act anti-kickback provisions, federal bonding requirements under 24 CFR 85.36, and Section 3 and M/WBE compliance provisions. The prime contractor bears responsibility for wage compliance enforcement and documentation throughout the project duration.
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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 |
File details come from the government source that posted it. Updated .