Corbin_Park_-_Bid_Form.xlsx

XLSX spreadsheet 27 KB Posted

Attached to
CDBG-DR New Smyrna Beach Corbin Park Stormwater Improvements Construction
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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Other files

File Type Posted
CDBG-DR_New_Smyrna_Beach_Corbin_Park_Stormwater_Improvements_Construction_(Addendum_#2_Revision).pdf PDF
Exhibit_F_-_Bid_Price_Sheet.xlsx XLSX spreadsheet
Exhibit_N_-_HEAVY_Wage_Determination.pdf PDF
CDBG-DR_New_Smyrna_Beach_Corbin_Park_Stormwater_Improvements_Construction.pdf PDF
Exhibit_M_-_Bonding_Requirements_24_CFR_PART_85.36.pdf PDF
Exhibit_L_-_Section_3_Information_&_Forms.pdf PDF
Exhibit_K_-_MWBE_Information_&_Form.pdf PDF
Exhibit_J_-_WH347_Certified_Payroll_Form_January_2025.pdf PDF
Exhibit_I_-_Instructions_for_Completing_Payroll_Form,_WH-347_Updated_January_2025.pdf PDF
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Text version

Corbin Park - Bid Form

BID FORM

PART A: GENERAL REQUIREMENTS

ItemItem Name & CategoryTotal QuantityUnitUnit PriceItem Price
GENERAL REQUIREMENTS
1Mobilization and Demobilization (Maximum 5.0% of the total Contract Price)1LS$ - 0
2General Requirements, Bonds, and Permits1LS$ - 0
3Indemnification1LS$ 100.00$ 100.00
4Maintenance of Traffic1LS$ - 0
5Layout Survey, Utility Locates, and As-Built Survey1LS$ - 0
6Semi-Annual Public Meetings6EA$ - 0
7Clearing and Grubbing1LS$ - 0
8Erosion Control and Stormwater Pollution Prevention1LS$ - 0
9Utility Clearance1LS$ - 0
10Civil Allowance1ALL$ 50,000.00$ 50,000.00
Subtotal Part A: General Requirements$ 50,100.00

BID FORM

PART B: PAVING & DRIVEWAY RESTORATION

ItemItem Name & CategoryTotal QuantityUnitUnit PriceItem Price
PAVING AND DRIVEWAY RESTORATION
11Remove and Replace Gravel Driveway160SY$ - 0
12Remove and Replace Concrete Driveway2,200SY$ - 0
13Remove and Replace Brick/Stamped Driveway150SY$ - 0
14Remove and Replace Ribbon Curb4,810LF$ - 0
15Remove and Replace Drop Curb110LF$ - 0
16Remove and Replace Asphalt Pavement – City Right-of-Way330SY$ - 0
17Remove and Replace Asphalt Pavement – County Right-of-Way3,510SY$ - 0
18Mill and Resurface – City Right-of-Way230SY$ - 0
19Mill and Resurface – County Right-of-Way4,310SY$ - 0
20Remove and Replace Shell Road130SY$ - 0
21Restoration10,700LF$ - 0
22Geotechnical/Material Testing1ALL$ 30,000.00$ 30,000.00
Subtotal Part B: Paving and Driveway Restoration$ 30,000.00

BID FORM

PART C: STORMWATER SYSTEM

ItemItem Name & CategoryTotal QuantityUnitUnit PriceItem Price
STORMWATER SYSTEM
23Inlet Demolition12EA$ - 0
24Mitered End Section (MES) Demolition6EA$ - 0
2518" Headwall Demolition2EA$ - 0
2612" Pipe Demolition350LF$ - 0
2718"x12" Pipe Demoltion140LF$ - 0
2823"x14" Pipe Demoltion270LF$ - 0
2915" Pipe Demolition670LF$ - 0
3018" Pipe Demolition820LF$ - 0
3124" Pipe Demolition500LF$ - 0
3218" Pipe Grout Fill and Abandon140LF$ - 0
33Type 'C' Inlet23EA$ - 0
34Type 'E' Inlet45EA$ - 0
35Type 'G' Inlet42EA$ - 0
36Type 'H' Inlet1EA$ - 0
3712" Mitered End Section (MES)7EA$ - 0
3815" Mitered End Section (MES)3EA$ - 0
3918" Mitered End Section (MES)1EA$ - 0
4015" Concrete Endwall3EA$ - 0
ItemItem Name & CategoryTotal QuantityUnitUnit PriceItem Price
41Storm Manhole (4' Diameter)1EA$ - 0
42Storm Manhole (5' Diameter)4EA$ - 0
4312" PVC Storm170LF$ - 0
4412" RCP Storm60LF$ - 0
4515" RCP Storm520LF$ - 0
4618" RCP Storm1,390LF$ - 0
4724" RCP Storm6,560LF$ - 0
4836" RCP Storm5,610LF$ - 0
4948" RCP Storm60LF$ - 0
5018" Corrugated Plastic Pipe (CPP)20LF$ - 0
5118"x12" ERCP130LF$ - 0
5223"x14" ERCP60LF$ - 0
5330"x19" ERCP600LF$ - 0
5438"x24" ERCP80LF$ - 0
5524-inch Flap Gate Valve1EA$ - 0
5636-inch Flap Gate Valve2EA$ - 0
5748-inch Flap Gate Valve1EA$ - 0
Subtotal Part C: Stormwater System$ - 0

BID FORM

PART D: UTILITY IMPROVEMENTS DUE TO STORMWATER INSTALLATION

ItemItem Name & CategoryTotal QuantityUnitUnit PriceItem Price
UTILITY IMPROVEMENTS DUE TO STORMWATER INSTALLATION
58Cut and Cap, Abandon 6" Water Main, Grout and Fill100LF$ - 0
59Vertical Transition – 4” PVC Force Main
(Includes Fittings)3EA$ - 0
60Horizontal Transition – 4” PVC Force Main
(Includes Fittings)1EA$ - 0
61Vertical Transition – 6” PVC Water Main
(Includes Fittings)9EA$ - 0
62Horizontal Transition – 6” PVC Water Main
(Includes Fittings)5EA$ - 0
63Vertical Transition – 8” PVC Water Main
(Includes Fittings)16EA$ - 0
64Horizontal Transition – 8” PVC Water Main
(Includes Fittings)6EA$ - 0
65Vertical Transition – 8” PVC Force Main
(Includes Fittings)2EA$ - 0
66Vertical Transition – 12” PVC Water Main
(Includes Fittings)2EA$ - 0
67Horizontal Transition – 12” PVC Water Main
(Includes Fittings)1EA$ - 0
68Vertical Transition – 20” PVC Water Main
(Includes Fittings)2EA$ - 0
69Vertical Transition – 20” PVC Reclaimed Water Main
(Includes Fittings)1EA$ - 0
706" Insertion Valve2EA$ - 0
718" Insertion Valve3EA$ - 0
7212" Insertion Valve3EA$ - 0
7320" Insertion Valve4EA$ - 0
746”x8” Wet Tap and Valve2EA$ - 0
754” Plug Valve1EA$ - 0
761” Water Service – Short Side6EA$ - 0
771” Water Service – Long Side6EA$ - 0
ItemItem Name & CategoryTotal QuantityUnitUnit PriceItem Price
786” PVC Water Main (Includes Fittings)390LF$ - 0
798” PVC Water Main (Includes Fittings)170LF$ - 0
804” PVC Force Main (Includes Fittings)1,060LF$ - 0
81Fire Hydrant Assembly1EA$ - 0
82Utility Allowance1ALL$ 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
ItemItem Name & CategoryTotal QuantityUnitUnit PriceItem Price
ALT-1Excavatable Flowable Fill40CY$ - 0
ALT-26" Linestop2EA$ - 0
ALT-38" Linestop3EA$ - 0
ALT-412" Linestop3EA$ - 0
ALT-520" Linestop4EA$ - 0

File details come from the government source that posted it. Updated .