ITB-2025-1249_Exhibit_2_PW_2309_Bid_Form_Revised_1.6.25.xlsx
XLSX spreadsheet 35 KB Posted
- Solicitation number
- ITB-2025-1249
- Issued by
- Seminole County, Florida
About this file
This is a bid form for the City of Casselberry, Florida's PW 2309 City Wide Paving 2023 project, an invitation to bid (ITB-2025-1249) for comprehensive road rehabilitation and ADA pavement improvements. 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, curb ramp construction and replacement, signage and pavement markings, concrete sidewalk and curb installation, detectable warnings, traffic signal loops, manhole and valve adjustments, and maintenance of traffic. Primary work items include WMA Type SP 9.5 asphalt (1,612 tons), microsurface double treatment (82,958 square yards), milling of existing asphalt pavement (18,665 square yards), reinforced concrete pavement (708 square yards), concrete sidewalk and driveways (2,779 square yards), concrete curb and gutter (1,401 linear feet), thermoplastic and painted pavement markings, and raised crosswalks (320 linear feet). A non-mandatory pre-bid meeting was held on December 5, 2024, with a bid submission deadline of January 14, 2025, before 2:00 p.m. The project duration is 150 consecutive calendar days from notice to proceed, with substantial completion required within 150 days and final completion within 30 days thereafter.
The engineer's estimate for the base project totals $2,095,501.09 with an additional 5% authorized contract amendment allowance of $105,000.00, bringing the total estimate to $2,200,501.09. Four bid alternatives are offered: Alternative #1 replaces warm mix asphalt with hot mix asphalt (cost adjustment of -$37,333.92), Alternative #2 involves storm pipe replacement on Sundown Trail (cost of $5,553.75), Alternative #3 addresses additional grading on S Cypress Way (cost of $3,506.27), and Alternative #4 substitutes asphalt raised crosswalks for concrete (cost adjustment of -$28,672.47). Two bids were received: Cathcart Construction Company submitted $5,399,711.18 and MASCI General Contractor, Inc. submitted $2,977,679.26, both with 5% bid bonds. The project requires contractors to provide evidence of at least five years of experience in similar infrastructure projects and Florida business registration. Work must conform to FDOT standard specifications, the City's CASB 334 warm mix asphalt specification, current ADA standards, and include all required Storm Water Pollution Prevention Plan and Best Management Practices. Insurance requirements include comprehensive general liability, automobile liability, and workers' compensation coverage.
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BID FORM
| PW 2309 City Wide Paving 2023 | |||||||||
| BID #xxxxxxx | |||||||||
| Applicable TP * | Item No. | Description | Unit | Qty | Unit Price($) | Amount ($) | |||
| FDOT | County STD | County AMD | Supplemental TP | Milling, Resurfacing, Microsurfacing, & ADA Improvements | |||||
| X | 101-1 | Mobilization | LS | 1 | $ - 0 | $ - 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 | |||
| 425-5 | 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 | $0.00 |
&"Times New Roman,Bold"PRICE SCHEDULE
&"Times New Roman,Bold"ESTIMATE &P of &N &"Times New Roman,Bold"&8Bid #xxxxxxx&"Times New Roman,Regular"&12
ESTIMATE
| PW 2309 City Wide Paving 2023 | |||||||||
| Engineer's Estimate | |||||||||
| Applicable TP * | Item No. | Description | Unit | Qty | Unit Price($) | Amount ($) | |||
| FDOT | County STD | County AMD | Supplemental TP | Milling, Resurfacing, Microsurfacing, & ADA Improvements | |||||
| X | 101-1 | Mobilization | LS | 1 | $ 97,000.00 | $ 97,000.00 | |||
| X | 102-1 | Maintenance of Traffic | LS | 1 | $ 58,000.00 | $ 58,000.00 | |||
| X | 104-30S | Prevention, Control, and Abatement of Erosion and Water Pollution | LS | 1 | $ 20,000.00 | $ 20,000.00 | |||
| 110-1-1 | Clearing & Grubbing | AC | 1.5 | $ 45,000.00 | $ 67,500.00 | ||||
| 110-4-10 | Removal of Existing Concrete | SY | 1,838 | $ 61.33 | $ 112,724.54 | ||||
| X | 160-4 | Type B Stabilization | SY | 779 | $ 15.39 | $ 11,988.81 | |||
| 285-70-5 | Optional Base, Base Group 05 (Type B-12.5 Only) | SY | 824 | $ 44.00 | $ 36,256.00 | ||||
| 285-70-9 | Optional Base, Base Group 09 (Type B-12.5 Only) | SY | 779 | $ 55.00 | $ 42,845.00 | ||||
| 305-1 | Bituminous Crack and Joint Sealing | GAL | 925 | $ 25.00 | $ 23,125.00 | ||||
| 327-70-6 | Milling Existing Asphalt Pavement, 1.5" Avg Depth | SY | 17,841 | $ 3.57 | $ 63,692.37 | ||||
| 327-70-23 | Milling Existing Asphalt Pavement, 6" Avg Depth | SY | 824 | $ 12.00 | $ 9,888.00 | ||||
| 334-1-12 | WMA Type SP 9.5 Level B | TN | 1,612 | $ 191.97 | $ 309,455.64 | ||||
| 335-2 | Microsurface Double, 32-36 LBS/sy | SY | 82,958 | $ 4.94 | $ 409,812.52 | ||||
| 350-4-5 | Reinforced Concrete Pavement, 8" | SY | 708 | $ 132.00 | $ 93,456.00 | ||||
| X | 570-1-2S | Performance turf, sod, Bahia | SY | 704 | $ 5.12 | $ 3,604.59 | |||
| 425-4 | Inlets, Adjust | EA | 0 | $ 850.00 | $ - 0 | ||||
| 425-5 | Manhole, Adjust | EA | 13 | $ 300.00 | $ 3,900.00 | ||||
| 425-6 | Valve Boxes, Adjust | EA | 1 | $ 150.00 | $ 150.00 | ||||
| 515-1-2 | Pipe Handrail - Guiderail, Aluminum | LF | 20 | $ 81.63 | $ 1,632.60 | ||||
| 520-1-10 | Concrete Curb & Gutter, Type F | LF | 71 | $ 49.31 | $ 3,501.01 | ||||
| 520-1-99 | Concrete Curb & Gutter, Miami Curb | LF | 1,330 | $ 45.00 | $ 59,850.00 | ||||
| 520-3 | Concrete Valley Gutter | LF | 447 | $ 76.89 | $ 34,369.83 | ||||
| 522-1 | Concrete Sidewalk and Driveways, 4" Thick | SY | 1,882 | $ 82.43 | $ 155,133.26 | ||||
| 522-2 | Concrete Sidewalk and Driveways, 6" Thick | SY | 897 | $ 112.41 | $ 100,831.77 | ||||
| 527-2 | Detectable Warnings | SF | 1,716 | $ 44.35 | $ 76,104.60 | ||||
| 660-2-146 | Type 'F' Loop Assembly, 40' | AS | 4 | $ 1,915.87 | $ 7,663.48 | ||||
| X | 700-1-50 | Single Post Sign, Relocate | EA | 10 | $ 302.55 | $ 3,025.50 | |||
| X | 706-3 | Retro-Reflective Pavement Markers | EA | 553 | $ 5.16 | $ 2,853.48 | |||
| X | 710-11-101 | Painted Pavement Markings, Standard, White, Solid, 6" | GM | 6.08 | $ 1,345.21 | $ 8,178.88 | |||
| X | 710-11-123 | Painted Pavement Markings, Standard, White, Solid, 12" | LF | 3,796 | $ 1.80 | $ 6,832.80 | |||
| X | 710-11-125 | Painted Pavement Markings, Standard, White, Solid, 24" | LF | 3,520 | $ 2.74 | $ 9,644.80 | |||
| X | 710-11-160 | Painted Pavement Markings, Standard, White, Message | EA | 109 | $ 80.58 | $ 8,783.22 | |||
| X | 710-11-170 | Painted Pavement Markings, Standard, White, Arrows | EA | 25 | $ 46.34 | $ 1,158.50 | |||
| X | 710-11-201 | Painted Pavement Markings, Standard, Yellow, Solid, 6" | GM | 3.33 | $ 1,384.03 | $ 4,608.82 | |||
| X | 711-11-123 | Thermoplastic, Standard, White, Solid, 12" | LF | 3,796 | $ 4.11 | $ 15,601.56 | |||
| X | 711-11-125 | Thermoplastic, Standard, White, Solid, 24" | LF | 3,520 | $ 7.81 | $ 27,491.20 | |||
| X | 711-11-130 | Thermoplastic, Standard, White, Vertical Deflection Marking | EA | 24 | $ 220.67 | $ 5,296.08 | |||
| X | 711-11-140 | Thermoplastic, Standard, White, Vertical Deflection Advance Warning Marking | EA | 14 | $ 108.00 | $ 1,512.00 | |||
| X | 711-11-160 | Thermoplastic, Standard, White, Message | EA | 109 | $ 224.70 | $ 24,492.30 | |||
| X | 711-11-170 | Thermoplastic, Standard, White, Arrows | EA | 25 | $ 98.66 | $ 2,466.50 | |||
| X | 711-16-101 | Thermoplastic, Standard, White, Solid, 6" | GM | 6.08 | $ 5,502.00 | $ 33,452.16 | |||
| X | 711-16-201 | Thermoplastic, Standard, Yellow, Solid, 6" | GM | 3.33 | $ 6,181.90 | $ 20,585.73 | |||
| X | 715-68000 | Light Pole Complete, Relocate | EA | 1 | $ 7,272.54 | $ 7,272.54 | |||
| X | 920-520-1 | Raised Crosswalk, Type RC Curb With Plate/Grate | LF | 320 | $ 343.00 | $ 109,760.00 | |||
| * indicate which TP the bid item references | SUBTOTAL BID PRICE, Resurfacing | $2,095,501.09 | |||||||
| Plus | Authorized Contract Amendments (5% of Subtotal Bid Price, Road Construction) | $ 105,000.00 | |||||||
| TOTAL BID PRICE, Resurfacing | $2,200,501.09 |
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 | $ (191.97) | $ (309,455.64) |
| 334-1-52 | HMA Type SP 9.5, TRAFFIC B, PG76-22 | TN | 1,612 | $ 168.81 | $ 272,121.72 | |
| X | Subtotal, Bid Alternative #1 | -$37,333.92 |
| BID ALTERNATIVE #2, Replace Storm Pipe on Sundown Trail (Between 469 & 473) | ||||||
| X | 160-4 | Type B Stabilization | SY | 21 | $ 15.39 | $ 323.19 |
| 430-175-124 | PIPE CULVERT,OPTIONAL MATERIAL,ROUND, 24"S/CD | LF | 34 | $ 153.84 | $ 5,230.56 | |
| X | Subtotal, Bid Alternative #2 | $5,553.75 |
| BID ALTERNATIVE #3, Additional Grading on S Cypress Way at Lime Rd | ||||||
| X | 120-6 | Embankment | CY | 77.28 | $ 11.98 | $ 925.79 |
| 570-1-2S | Performance turf, sod, Bahia | SY | 504 | $ 5.12 | $ 2,580.48 | |
| X | Subtotal, Bid Alternative #3 | $3,506.27 |
| BID ALTERNATIVE #4, Asphalt Raised Crosswalks in lieu of Concrete | ||||||
| X | 350-4-5 | REMOVE - Reinforced Concrete Pavement, 8" | SY | 458 | $ (132.00) | $ (60,456.00) |
| 334-1-52 | HMA Type SP 9.5, TRAFFIC B, PG76-22 | TN | 38 | $ 168.81 | $ 6,414.78 | |
| 523-3 | Patterned Pavement, Vehicular Areas | SY | 165 | $ 153.75 | $ 25,368.75 | |
| X | Subtotal, Bid Alternative #4 | -$28,672.47 |
&"Times New Roman,Bold"PRICE SCHEDULE
&"Times New Roman,Bold"ESTIMATE &P of &N &"Times New Roman,Bold"&8Bid #xxxxxxx&"Times New Roman,Regular"&12
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