Bid_Price_Sheet.xlsx
XLSX spreadsheet 31 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 construction services submitted to Volusia County's Office of Recovery and Resiliency on behalf of the City of New Smyrna Beach for the Corbin Park Stormwater Improvements project. The project encompasses comprehensive stormwater infrastructure improvements funded through a U.S. Department of Housing and Urban Development Community Development Block Grant for Disaster Recovery (CDBG-DR) to aid recovery from Hurricane Ian damage. The scope of work is organized into four primary parts: General Requirements including mobilization, survey, public meetings, and site preparation; Paving and Driveway Restoration involving removal and replacement of various surface types totaling approximately 10,700 linear feet of restoration work; Stormwater System improvements including demolition and installation of pipes, inlets, manholes, and flap gate valves across multiple sizes; and Utility Improvements due to stormwater installation requiring transitions, insertion valves, wet taps, and water main installations. The project contains 81 line items with specified quantities, plus five bid alternates for optional work including excavatable flowable fill and linestop services of varying diameters.
The bid price sheet establishes pricing on a unit price basis with line item quantities specified for competitive bidding. The total contract price submitted is $130,000.00, comprised of $50,000.00 for General Requirements, $30,000.00 for Paving and Driveway Restoration, $0 for Stormwater System items (indicating prices to be determined), and $50,000.00 for Utility Improvements. The project is subject to Federal Labor Standards including the Davis-Bacon Act requiring prevailing wage rates, the Copeland Act requiring anti-kickback compliance and weekly certified payroll reporting, and federal bonding requirements under 24 CFR 85.36. Section 3 and Minority/Women Business Enterprise (M/WBE) provisions apply to this federally assisted project, and the prime contractor is responsible for wage compliance enforcement and supporting documentation throughout construction.
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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 | $ - 0 |
| 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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