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Group A Group A: 2025 City of Rock Hill G Fund Street Segments:
| Item: | Location: | Work Description: | Quantity: | Units: | Unit Price: | Estimated Total: |
| 1100 | Rich Street and South Confederate Avenue: | Full Depth Recycled Base with Cement (8”) | 2,265 | SY | | |
| 1101 | | Cement for the FDR | | | | |
| Estimated at 65lb/sy | 75 | SY | | | | | |
| 1102 | | Cement Mix Design for FDR | N/A | EA | N/A | City Provided |
| 1103 | | Asphalt Surface C at 220 lbs. per square yard | 2,425 | TN | | |
| 1104 | Limits: Saluda Street to Confederate S and Rich St to Sylvia Circle | 6” Full Depth Asphalt Patching | 140 | SY | | |
| 1105 | | 2” Asphalt Milling at Apron of Saluda Street | 160 | SY | | |
| 1106 | | 24” Thermoplastic Stop Bar | 30 | LF | | |
| 1107 | | 8” Thermoplastic White Lines | 100 | LF | | |
| 1108 | | Double Yellow Lines 4” Thermoplastic | 100 | LF | | |
| 1109 | | 4” White Skip Lines Thermoplastic White | 20 | LF | | |
| | | | | Estimated Total: | | |
| Item: | Location: | Work Description: | Quantity: | Units: | Unit Price: | Estimated Total: |
| 1200 | Marydale Lane: | Full Depth Recycled Base with Cement (8”) | 2,650 | SY | | |
| 1201 | | Cement for the FDR | | | | |
| Estimated at 65lb/sy | 87 | TN | | | | | |
| 1202 | Limits: | Cement Mix Design for FDR | N/A | LS | N/A | City Provided |
| 1203 | Evergreen Circle to Springer Court | Asphalt Surface C at 220 lbs. per square yard | 2,650 | SY | | |
| 1204 | | 6” Full Depth Asphalt Patching | 130 | SY | | |
| | | | | Estimated Total: | | |
| Item: | Location: | Work Description: | Quantity: | Units: | Unit Price: | Estimated Total: |
| 1300 | Begonia Way | 6” Full Depth Asphalt Patching | 100 | SY | | |
| 1301 | | Asphalt Variable Leveling (75 lbs./sy) | 42 | TN | | |
| 1302 | Limits: | Asphalt Milling (2”) | 1,020 | SY | | |
| 1303 | Camelia Court to Pampas Circle | Asphalt Surface C at 220 lbs. per square yard | 1,020 | SY | | |
| | | | Estimated Total: | | |
| Item: | Location: | Work Description: | Quantity: | Units: | Unit Price: | Estimated Total: |
| 1400 | Kimbrook Court: | Asphalt Milling 2”-3” to remove asphalt paved on curb and gutter | 3,420 | SY | | |
| 1401 | | Full Depth Recycled Base with Cement (8”) | 3,160 | SY | | |
| 1402 | | Cement for the FDR | | | | |
| Estimated at 65lb/sy | 103 | TN | | | | | |
| 1403 | Limits: | Cement Mix Design for FDR | N/A | LS | N/A | City Provided |
| 1404 | Willowbrook Avenue | Asphalt Surface C at 220 lbs. per square yard | 3,420 | SY | | |
| 1405 | | 6” Full Depth Asphalt Patching | 170 | SY | | |
| 1406 | | 24” Stop Bar White Thermoplastic | 15 | LF | | |
| | | | | Estimated Total: | | |
| Item: | Location: | Work Description: | Quantity: | Units: | Unit Price: | Estimated Total: |
| 1500 | Davidson Woods Drive: | Full Depth Recycled Base with Cement (8”) | 3,220 | SY | | |
| 1501 | | Cement for the FDR | | | | |
| Estimated at 65lb/sy | 110 | TN | | | | | |
| 1502 | | Cement Mix Design for FDR | N/A | LS | N/A | City Provided |
| 1503 | Limits: | Asphalt Surface C at 220 lbs. per square yard | 3,350 | SY | | |
| 1504 | Oakdale Road to Cul-de-sac | 6” Full Depth Asphalt Patching | 165 | SY | | |
| 1505 | | | Asphalt 2” Milling at Oakdale Rd, Apron | 167 | SY | |
| | | | | Estimated Total: | | |
| Item: | Location: | Work Description: | Quantity: | Units: | Unit Price: | Estimated Total: |
| 1600 | Mays Court: | Full Depth Recycled Base with Cement (8”) | 1,350 | SY | | |
| 1601 | | Cement for the FDR | | | | |
| Estimated at 65lb/sy | 43 | TN | | | | | |
| 1602 | | Cement Mix Design for FDR | N/A | LS | N/A | City Provided |
| 1603 | Limits: | Asphalt Surface C at 220 lbs. per square yard | 1,350 | SY | | |
| 1604 | Doby Drive to Cul-de-sac | 6” Full Depth Asphalt Patching | 130 | SY | | |
| | | | | Estimated Total: | | |
| Item: | Location: | Work Description: | Quantity: | Units: | Unit Price: | Estimated Total: |
| 1700 | Scottie Court and Haddington Court: | Full Depth Recycled Base with Cement (8”) | 2,150 | SY | | |
| 1701 | | Cement for the FDR | | | | |
| Estimated at 65lb/sy | 70 | TN | | | | | |
| 1702 | | Cement Mix Design for FDR | N/A | LS | N/A | City Provided |
| 1703 | Limits: | Asphalt Surface C at 220 lbs. per square yard | 2,150 | SY | | |
| 1704 | Both segments Dewars Drive to Cul-de-sac | 6” Full Depth Asphalt Patching | 120 | SY | | |
| | | | | Estimated Total: | | |
| Item: | Location: | Work Description: | Quantity: | Units: | Unit Price: | Estimated Total: |
| 1800 | River Glen Court: | 6” Full Depth Asphalt Patching | 1,250 | SY | | |
| 1801 | | Asphalt Variable Leveling (75 lbs./sy) | 42 | TN | | |
| 1802 | Limits: | Asphalt Milling (2”) | 1,250 | SY | | |
| 1803 | Riverdale Drive to Cul-de-sac | Asphalt Surface C at 220 lbs. per square yard | 120 | SY | | |
| | | | Estimated Total: | | |
| Item: | Location: | Work Description: | Quantity: | Units: | Unit Price: | Estimated Total: |
| 1900 | Queensbridge Court: | 6” Full Depth Asphalt Patching | 100 | SY | | |
| 1901 | | Asphalt Variable Leveling (75 lbs./sy) | 40 | TN | | |
| 1902 | | Asphalt Milling (4”) | 1,175 | SY | | |
| 1903 | Limits: | Asphalt Surface C at 1.75” or (192) lbs. per square yard | 1,175 | SY | | |
| 1904 | Cavendale Drive to Cul-de-sac | Asphalt Intermediate Type C (250 lbs/sy) 2.25” | 1,175 | SY | | |
| | | | Estimated Total: | | |
| Group A: 2025 City of Rock Hill G Fund Street Segment Totals | | |
| ** All quantities are field estimated and should be verified before bidding. All quantities are subject to increase or decrease depending on actual quantity measurements with the contractor and city representative. | | |
| 1. Total Project Bid of Group A Line Items for the 2025 G-Fund Segments | | |
| Line Items 1100-1904: | | |
| $ | | |
| Dollars and, | Cents |
| (Use Words) | | |
Group B Group B: 2025 City of Rock Hill G Fund Alternate Street Segments:
| Item: | Location: | Work Description: | Quantity: | Units: | Unit Price: | Estimated Total: |
| 2000 | Wide Glide Court: | Full Depth Recycled Base with Cement (8”) | 1,150 | SY | | |
| 2001 | | Cement for the FDR Estimated at 65lb/sy | 38 | TN | | |
| 2002 | Limits: | Cement Mix Design for FDR | N/A | LS | N/A | City Provided |
| 2003 | Davidson Woods Drive to Cul-de-sac | Asphalt Surface C at 220 lbs. per square yard | 1,150 | SY | | |
| 2004 | | 6” Full Depth Asphalt Patching | 75 | SY | | |
| | | | Estimated Total: | | |
| Item: | Location: | Work Description: | Quantity: | Units: | Unit Price: | Estimated Total: |
| 2100 | Springer Court: | Full Depth Recycled Base with Cement (8”) | 950 | SY | | |
| 2101 | | Cement for the FDR Estimated at 65lb/sy | 31 | TN | | |
| 2102 | Limits: | Cement Mix Design for FDR | N/A | LS | N/A | City Provided |
| 2103 | Davidson Woods Drive to Cul-de-sac | Asphalt Surface C at 220 lbs. per square yard | 950 | SY | | |
| 2104 | | 6” Full Depth Asphalt Patching | 50 | SY | | |
| | | | Estimated Total: | | |
| Group B: 2025 City of Rock Hill G Fund Alternate Street Segments Totals: | | |
| ** All quantities are field estimated and should be verified before bidding. All quantities are subject to increase or decrease depending on actual quantity measurements with the contractor and city representative. | | |
| 2. Total Project Bid of Group B: Line Items for the 2025 City of Rock Hill G Fund Alternate Street Segments | | |
| Line Items 2000-2104 (These two segments may or may not be completed.) | | |
| $ | | |
| Dollars and, | Cents |
| (Use Words) | | |
Additional Work Bid Sheet
| 2025 City of Rock Hill Resurfacing Project - Additional Work Bid Sheet | |
| Unit Price for 6” Full Depth Patching per Sq. Yard: | $ |
| Unit Price for Full Depth Recycled Base with Cement | |
| (8”) per Sq. Yard: | $ | |
| Unit Price for Cement for FDR per Ton: | $ |
| Unit price for additional mix design for Full Depth Recycling with cement (one per segment is included in base bid): | $ |
| Unit price for Concrete Removal in FDR process per | |
| Sq. Yard: | $ | |
| Unit Price for Milling (0” to 2”) per Sq. Yard: | $ |
| Unit Price for Milling (2.1” to 4”) per Sq. Yard: | $ |
| Unit Price for Asphalt Surface at 172lb/sy per Sq. Yard: | $ |
| Unit Price for Asphalt Surface at 220lb/sy per Sq. Yard: | $ |
| Unit Price for Asphalt Surface Leveling | |
| (Variable Rate) per Ton: | $ | |
| Misc. Asphalt (< 100 Tons of Asphalt) per ton: | $ |
| Misc. Asphalt (> 100 Tons of Asphalt) per ton: | $ |
| Unit price for Granular Base per Ton: | $ |
| Unit Price for 24” Standard Curb Removal | |
| /Replacement per linear foot: | | $ |
| Unit Price for 24” Roll-Over Curb Removal | |
| /Replacement per linear foot: | | $ |
| Unit Price 6” Concrete Driveway Removal | |
| Replacement per square yard: | $ | |
| Unit Price for 4” Concrete Sidewalk by square yard for Removal/Replacement: | $ |
| Unit Price for Speed Tables with Thermoplastic each: | $ |
| Utility Service Location by Mechanical or Soft Dig Methods | |
Assume 1 to 10 Services to be located,
| Cost per Each Service: | $ |
| Utility Service Location by Mechanical or Soft Dig Methods |
Assume 11 to 20 Services to be located,
| Cost per Each Service: | $ |
| Utility Service Location by Mechanical or Soft Dig Methods |
Assume 21 to 30 Services to be located,
| Cost per Each Service: | $ | | |
| Unclassified Excavation Per 100 CY: | $ | |
| Aggregate Base Course Stone (undercut backfill) Per Ton: | $ | |
| Geo-grid BX1100 or approved equivalent stabilization material per square yard installed: | | $ |
| Mirafi 500x soil stabilization fabric or approved equivalent | | |
| per square yard installed: | $ | | |