Exhibit_2_ITB-2025-1249_PW_2309_Bid_Form_11.1.24.xlsx
XLSX spreadsheet 28 KB Posted
- Solicitation number
- ITB-2025-1249
- Issued by
- Seminole County, Florida
About this file
This is a bid form for Invitation to Bid (ITB-2025-1249) issued by the City of Casselberry, located in Seminole County, Florida, for road rehabilitation and ADA pavement improvements designated as Project PW 2309. The project encompasses approximately 7.267 miles of road rehabilitation across multiple city locations, including milling and resurfacing of roadways and trails, isolated base repairs, construction and replacement of curb ramps, concrete sidewalk and curb installation, detectable warnings, signage and pavement markings, and maintenance of traffic. Primary bid items include mobilization, maintenance of traffic, clearing and grubbing, milling of existing asphalt pavement, warm mix asphalt resurfacing, microsurfacing, reinforced concrete pavement, concrete curb and gutter installation, sidewalk and driveway construction, traffic signal loops, and various pavement markings. A non-mandatory pre-bid meeting was held on December 5, 2024, with bids due on January 14, 2025, before 2:00 p.m. The project duration is 150 consecutive calendar days from the Notice to Proceed, with substantial completion required within 150 days and final completion within 30 days thereafter. Contractors must demonstrate at least five years of experience in similar infrastructure projects and provide evidence of Florida business registration.
The bid form includes a base bid for resurfacing work with a 5% authorized contract amendment allowance and four alternative bid options: Hot Mix Asphalt (HMA) substitution, storm pipe replacement on Sundown Trail, additional grading on S Cypress Way, and asphalt raised crosswalks in lieu of concrete. The engineer's estimate for the entire project totals $2,200,501.09. Two bids were submitted: Cathcart Construction Company at $5,399,711.18 and MASCI General Contractor, Inc. at $2,977,679.26, both including 5% bid bonds. The project requires contractors to use warm mix asphalt following the City's CASB 334 specification and maintain full compliance with current ADA standards and FDOT standard specifications. Insurance requirements include comprehensive general liability coverage, automobile liability, and workers' compensation. All work must comply with Storm Water Pollution Prevention Plan (SWPPP) and Best Management Practices (BMPs) requirements. The award will be made to the lowest, most responsive, and responsible bidder, with the city reserving the right to reject any or all bids or re-advertise the project.
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Text version
BID FORM
| ITB-2025-1249 PW 2309 Road Rehabilitation ADA and Pavement Improvements | |||||||||
| Contractor Name: | |||||||||
| Applicable TP * | Item No. | Description | Unit | Qty | Unit Price($) | 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 | |||
| 285-70-9 | Optional Base, Base Group 09 (Type B-12.5 Only) | SY | 1,603 | $ - 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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