Exhibit_2_ITB-2025-1249_PW_2309_Bid_Form_Revised_12.9.24.xlsx
XLSX spreadsheet 28 KB Posted
- Solicitation number
- ITB-2025-1249
- Issued by
- Seminole County, Florida
About this file
This is a Bid Form (ITB-2025-1249) for a Road Rehabilitation and ADA Pavement Improvements project for a Florida city jurisdiction. The project encompasses multiple location roadway improvements, including milling and resurfacing various roadways and trails, isolated base repairs, constructing and replacing curb ramps, and implementing signing and pavement markings. The comprehensive scope includes maintenance of traffic, clearing and grubbing, milling, resurfacing, sodding, concrete sidewalk and curb installation, driveway apron construction, detectable warnings, traffic signal loop work, manhole and valve adjustments, and pavement markings. The bid form details over 50 line items with specific quantities, such as 17,841 square yards of 1.5" asphalt pavement milling, 1,882 square yards of 4" concrete sidewalk, and 1,716 square feet of detectable warnings.
The bid form includes four alternative options: replacing warm mix asphalt with hot mix asphalt, replacing storm pipe on Sundown Trail, additional grading on S Cypress Way, and constructing asphalt raised crosswalks instead of concrete. The project emphasizes adherence to Americans with Disabilities Act (ADA) standards and follows Florida Department of Transportation (FDOT) standard specifications. The bid requires compliance with Storm Water Pollution Prevention Plan (SWPPP) and Best Management Practices (BMPs). While specific pricing is not filled in on this document, the bid form is structured to allow contractors to provide unit pricing for each specified item, with a total bid price calculation method that includes a 5% authorized contract amendment provision.
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Text version
BID FORM
| ITB-2025-1249 PW 2309 Road Rehabilitation ADA and Pavement Improvements | |||||||||
| Contractor Name: | |||||||||
| Applicable TP * | Item No. | Description | Unit | Qty | Unit Price($) | Amount ($) | |||
| FDOT | County STD | County AMD | Supplemental TP | Milling, Resurfacing, Microsurfacing, & ADA Improvements | |||||
| X | 101-1 | Mobilization | LS | 1 | $ - 0 | ||||
| X | 102-1 | Maintenance of Traffic | LS | 1 | $ - 0 | $ - 0 | |||
| X | 104-30S | Prevention, Control, and Abatement of Erosion and Water Pollution | LS | 1 | $ - 0 | $ - 0 | |||
| 110-1-1 | Clearing & Grubbing | AC | 1.5 | $ - 0 | $ - 0 | ||||
| 110-4-10 | Removal of Existing Concrete | SY | 1,838 | $ - 0 | $ - 0 | ||||
| X | 160-4 | Type B Stabilization | SY | 779 | $ - 0 | $ - 0 | |||
| 285-70-5 | Optional Base, Base Group 05 (Type B-12.5 Only) | SY | 824 | $ - 0 | $ - 0 | ||||
| 285-70-9 | Optional Base, Base Group 09 (Type B-12.5 Only) | SY | 779 | $ - 0 | $ - 0 | ||||
| 305-1 | Bituminous Crack and Joint Sealing | GAL | 925 | $ - 0 | $ - 0 | ||||
| 327-70-6 | Milling Existing Asphalt Pavement, 1.5" Avg Depth | SY | 17,841 | $ - 0 | $ - 0 | ||||
| 327-70-23 | Milling Existing Asphalt Pavement, 6" Avg Depth | SY | 824 | $ - 0 | $ - 0 | ||||
| 334-1-12 | WMA Type SP 9.5 Level B | TN | 1,612 | $ - 0 | $ - 0 | ||||
| 335-2 | Microsurface Double, 32-36 LBS/sy | SY | 82,958 | $ - 0 | $ - 0 | ||||
| 350-4-5 | Reinforced Concrete Pavement, 8" | SY | 708 | $ - 0 | $ - 0 | ||||
| X | 570-1-2S | Performance turf, sod, Bahia | SY | 704 | $ - 0 | $ - 0 | |||
| 425-4 | Inlets, Adjust | EA | 0 | $ 850.00 | $ - 0 | ||||
| 425-5 | Manhole, Adjust | EA | 13 | $ - 0 | $ - 0 | ||||
| 425-6 | Valve Boxes, Adjust | EA | 1 | $ - 0 | $ - 0 | ||||
| 515-1-2 | Pipe Handrail - Guiderail, Aluminum | LF | 20 | $ - 0 | $ - 0 | ||||
| 520-1-10 | Concrete Curb & Gutter, Type F | LF | 71 | $ - 0 | $ - 0 | ||||
| 520-1-99 | Concrete Curb & Gutter, Miami Curb | LF | 1,330 | $ - 0 | $ - 0 | ||||
| 520-3 | Concrete Valley Gutter | LF | 447 | $ - 0 | $ - 0 | ||||
| 522-1 | Concrete Sidewalk and Driveways, 4" Thick | SY | 1,882 | $ - 0 | $ - 0 | ||||
| 522-2 | Concrete Sidewalk and Driveways, 6" Thick | SY | 897 | $ - 0 | $ - 0 | ||||
| 527-2 | Detectable Warnings | SF | 1,716 | $ - 0 | $ - 0 | ||||
| 660-2-146 | Type 'F' Loop Assembly, 40' | AS | 4 | $ - 0 | $ - 0 | ||||
| X | 700-1-50 | Single Post Sign, Relocate | EA | 10 | $ - 0 | $ - 0 | |||
| X | 706-3 | Retro-Reflective Pavement Markers | EA | 553 | $ - 0 | $ - 0 | |||
| X | 710-11-101 | Painted Pavement Markings, Standard, White, Solid, 6" | GM | 6.08 | $ - 0 | $ - 0 | |||
| X | 710-11-123 | Painted Pavement Markings, Standard, White, Solid, 12" | LF | 3,796 | $ - 0 | $ - 0 | |||
| X | 710-11-125 | Painted Pavement Markings, Standard, White, Solid, 24" | LF | 3,520 | $ - 0 | $ - 0 | |||
| X | 710-11-160 | Painted Pavement Markings, Standard, White, Message | EA | 109 | $ - 0 | $ - 0 | |||
| X | 710-11-170 | Painted Pavement Markings, Standard, White, Arrows | EA | 25 | $ - 0 | $ - 0 | |||
| X | 710-11-201 | Painted Pavement Markings, Standard, Yellow, Solid, 6" | GM | 3.33 | $ - 0 | $ - 0 | |||
| X | 711-11-123 | Thermoplastic, Standard, White, Solid, 12" | LF | 3,796 | $ - 0 | $ - 0 | |||
| X | 711-11-125 | Thermoplastic, Standard, White, Solid, 24" | LF | 3,520 | $ - 0 | $ - 0 | |||
| X | 711-11-130 | Thermoplastic, Standard, White, Vertical Deflection Marking | EA | 24 | $ - 0 | $ - 0 | |||
| X | 711-11-140 | Thermoplastic, Standard, White, Vertical Deflection Advance Warning Marking | EA | 14 | $ - 0 | $ - 0 | |||
| X | 711-11-160 | Thermoplastic, Standard, White, Message | EA | 109 | $ - 0 | $ - 0 | |||
| X | 711-11-170 | Thermoplastic, Standard, White, Arrows | EA | 25 | $ - 0 | $ - 0 | |||
| X | 711-16-101 | Thermoplastic, Standard, White, Solid, 6" | GM | 6.08 | $ - 0 | $ - 0 | |||
| X | 711-16-201 | Thermoplastic, Standard, Yellow, Solid, 6" | GM | 3.33 | $ - 0 | $ - 0 | |||
| X | 715-68000 | Light Pole Complete, Relocate | EA | 1 | $ - 0 | $ - 0 | |||
| X | 920-520-1 | Raised Crosswalk, Type RC Curb With Plate/Grate | LF | 320 | $ - 0 | $ - 0 | |||
| * indicate which TP the bid item references | SUBTOTAL BID PRICE, Resurfacing | $0.00 | |||||||
| Plus | Authorized Contract Amendments (5% of Subtotal Bid Price, Road Construction) | $ - 0 | |||||||
| TOTAL BID PRICE, Resurfacing | $0.00 |
TOTAL BID PRICE written in words:
| BID ALTERNATIVE #1, Hot Mix Asphalt (HMA) in lieu of Warm Mix Asphalt (WMA) | ||||||
| X | 334-1-12 | REMOVE - WMA Type SP 9.5 Level B | TN | 1,612 | $ - 0 | $ - 0 |
| 334-1-52 | HMA Type SP 9.5, TRAFFIC B, PG76-22 | TN | 1,612 | $ - 0 | $ - 0 | |
| X | Subtotal, Bid Alternative #1 | $0.00 |
| BID ALTERNATIVE #2, Replace Storm Pipe on Sundown Trail (Between 469 & 473) | ||||||
| X | 160-4 | Type B Stabilization | SY | 21 | $ - 0 | $ - 0 |
| 430-175-124 | PIPE CULVERT,OPTIONAL MATERIAL,ROUND, 24"S/CD | LF | 34 | $ - 0 | $ - 0 | |
| X | Subtotal, Bid Alternative #2 | $0.00 |
| BID ALTERNATIVE #3, Additional Grading on S Cypress Way at Lime Rd | ||||||
| X | 120-6 | Embankment | CY | 77.28 | $ - 0 | $ - 0 |
| 570-1-2S | Performance turf, sod, Bahia | SY | 504 | $ - 0 | $ - 0 | |
| X | Subtotal, Bid Alternative #3 | $0.00 |
| BID ALTERNATIVE #4, Asphalt Raised Crosswalks in lieu of Concrete | ||||||
| X | 350-4-5 | REMOVE - Reinforced Concrete Pavement, 8" | SY | 458 | $ - 0 | $ - 0 |
| 334-1-52 | HMA Type SP 9.5, TRAFFIC B, PG76-22 | TN | 38 | $ - 0 | $ - 0 | |
| 523-3 | Patterned Pavement, Vehicular Areas | SY | 165 | $ - 0 | $ - 0 | |
| X | Subtotal, Bid Alternative #4 | $0.00 |
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File details come from the government source that posted it. Updated .