12-26-296 Bid Schedule Worksheet.xlsx
XLSX spreadsheet 17 KB Posted
- Solicitation number
- 26-296
- Issued by
- Washington County, Utah
About this file
This is a Bid Schedule Worksheet for the City of St. George, Utah, related to the IFB for George Washington Boulevard construction from the Virgin River Bridge to River Road. The worksheet serves as a detailed pricing and scheduling document that bidders must complete as part of their proposal submission. The document outlines the specific line items, quantities, and unit pricing that contractors must bid on for the various construction phases and components of this public infrastructure project. Bidders are required to provide detailed cost breakdowns for labor, materials, equipment, and other associated costs for each identified work item on the schedule.
All bids must be accompanied by a bid bond equal to 5% of the total bid amount, issued by a surety company licensed in Utah and acceptable to the City of St. George. One hundred percent payment and performance bonds will be required upon contract award. The City of St. George reserves the right to reject any or all proposals or waive any formality or technicality as deemed in the city's interest. Bidders should refer to the complete bid documents and specifications to accurately complete all pricing schedules and ensure compliance with all bonding, insurance, and contractual requirements established by the municipality.
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Text version
Sheet1
| 26-269 Bid Schedule WORKSHEET |
| George Washington Blvd - Virgin River Bridge to River Road |
Schedule A
| Item No. | Item Description | Quantity | Unit | Unit Price | Total |
| 1 | Mobilization | 1 | Lump | ||
| 2 | SWPPP, Traffic Control, and Site Access | 1 | Lump | ||
| 3 | Maintain Existing Trail Access | 1 | Lump | ||
| 4 | Construction Limits Fence | 14,000 | Ln Ft | ||
| 5 | Clear and Grub | 21.0 | Acre | ||
| 6 | Earthwork - General | 59,392 | Cu Yd | ||
| 7 | Earthwork - Structural Fill for MSE Wall | 1,616 | Cu Yd | ||
| 8 | Settlement Monuments | 4 | Each | ||
| 9 | Remove Existing Roadway Asphalt | 17,478 | Sq Ft | ||
| 10 | Remove Existing Curb and Gutter | 527 | Ln Ft | ||
| 11 | Remove Existing Concrete Sidewalk | 2,878 | Sq Ft | ||
| 12 | Remove Existing Trail Asphalt | 15,637 | Sq Ft | ||
| 13 | Remove Existing Landscaping | 8,254 | Sq Ft | ||
| 14 | Remove Existing Rock Rip-Rap | 1 | Lump | ||
| 15 | Remove Existing Sewer Manhole | 1 | Each | ||
| 16 | Remove Existing Curb Inlet Catch Basin | 4 | Each | ||
| 17 | Remove Existing 24" Poly Storm Drain Pipe | 28 | Ln Ft | ||
| 18 | Remove Existing 15" Poly Storm Drain Pipe | 61 | Ln Ft | ||
| 19 | Remove Existing Roadway Striping | 1 | Lump | ||
| 20 | Remove and Replace Pedestrian Signal | 1 | Each | ||
| 21 | Asphalt - 6 1/2" Depth | 311,536 | Sq Ft | ||
| 22 | Asphalt and Base Within Existing 1450 S - Match Existing Section | 22,879 | Sq Ft | ||
| 23 | Trail Asphalt - 2 1/2" Depth | 28,774 | Sq Ft | ||
| 24 | Asphalt Seal Coat | 28,774 | Sq Ft | ||
| 25 | Type II Road Base - 10" Depth | 311,536 | Sq Ft | ||
| 26 | Type II Road Base - 6" Depth | 43,332 | Sq Ft | ||
| 27 | Type I Sub-Base - 12" Depth | 311,536 | Sq Ft | ||
| 28 | 2" Angular Washed Rock | 189 | Cu Yd | ||
| 29 | Tensar NX650 Geogrid | 567 | Sq Yd | ||
| 30 | 30" HB Curb & Gutter | 10,503 | Ln Ft | ||
| 31 | Concrete Sidewalk - 4" Depth | 25,103 | Sq Ft | ||
| 32 | Driveway Approach | 6 | Each | ||
| 33 | ADA Accessible Ramp | 8 | Each | ||
| 34 | Roadway Striping | 31,940 | Ln Ft | ||
| 35 | Roadway Stop Bars, Cross Walks, and Turn Arrow Markings | 1 | Lump | ||
| 36 | Trail Striping | 2,867 | Ln Ft | ||
| 37 | Steel Fence - 5' Height | 3,544 | Ln Ft | ||
| 38 | 16' Steel Gate - 5' Height | 3 | Each | ||
| 39 | 12' Steel Gate - 5' Height | 2 | Each | ||
| 40 | 4-Strand Barbed Wire Fence | 1,369 | Ln Ft | ||
| 41 | Precast Block Retaining Wall - 28" Depth | 3,074 | Sq Ft | ||
| 42 | Bridge Abutments | 2 | Each | ||
| 43 | Concrete Wingwalls | 4 | Each | ||
| 44 | 14 X 102 HP-Piles | 450 | Ln Ft | ||
| 45 | Install 95' Pedstrian Bridge (Furnished by Owner) | 1 | Lump | ||
| 46 | 42" Safety Rail - Baseplate Bolted to Concrete | 56 | Ln Ft | ||
| 47 | 42" Safety Rail - In-Ground Concrete Footings | 164 | Ln Ft | ||
| 48 | Rock Rip-Rap (D50 = 30") | 8,670 | Cu Yd | ||
| 49 | Gabion Basket Erosion Protection | 3,586 | Cu Yd | ||
| 50 | Temporary Diversion Channel | 681 | Ln Ft | ||
| 51 | 24" Poly Storm Drain Pipe | 462 | Ln Ft | ||
| 52 | 18" Poly Storm Drain Pipe | 941 | Ln Ft | ||
| 53 | 15" Poly Storm Drain Pipe | 81 | Ln Ft | ||
| 54 | Single Curb Inlet Catch Basin | 11 | Each | ||
| 55 | 60" Storm Drain Manhole | 4 | Each | ||
| 56 | Connect to Existing 24" Poly Storm Drain Pipe | 1 | Each | ||
| 57 | Connect to Existing 18" Poly Storm Drain Pipe | 2 | Each | ||
| 58 | Connect to Existing 15" Poly Storm Drain Pipe | 1 | Each | ||
| 59 | Connect to Existing Curb Inlet Catch Basin | 1 | Each | ||
| 60 | Connect to Existing Storm Drain Manhole | 1 | Each | ||
| 61 | 4' X 4' Catch Basin | 1 | Each | ||
| 62 | 30" PVC Sanitary Sewer Line - Within New Roadway | 3,908 | Ln Ft | ||
| 63 | 30" PVC Sanitary Sewer Line - Within Existing 1450 S. | 958 | Ln Ft | ||
| 64 | 24" PVC Sanitary Sewer Line | 37 | Ln Ft | ||
| 65 | 8" PVC Sanitary Sewer Line | 70 | Ln Ft | ||
| 66 | 72" Polymer Sanitary Sewer Manhole | 1 | Each | ||
| 67 | 60" Polymer Sanitary Sewer Manhole | 20 | Each | ||
| 68 | Connect to Existing Sanitary Sewer Manhole | 1 | Each | ||
| 69 | Raise/Lower and Collar Existing Sanitary Sewer Manhole | 1 | Each | ||
| 70 | Joint Utility Trench | 5,415 | Ln Ft | ||
| 71 | 1D Fiber Optic 4-Conduit Bundle | 5,835 | Ln Ft | ||
| 72 | Street Lights | 16 | Each | ||
| 73 | Locate Irrigation Line and Protect in Place | 1 | Lump | ||
| 74 | Locate 3 Phase Direct Bury Power Line and Protect in Place | 1 | Lump | ||
| 75 | 12" C900 Conduit - Future Utility | 130 | Ln Ft | ||
| 76 | 8" C900 Conduit - Future Utility | 260 | Ln Ft | ||
| 77 | 6" C900 Conduit - Future Utility | 94 | Ln Ft | ||
| 78 | 24" C905 Water Line | 4,996 | Ln Ft | ||
| 79 | 8" C900 Water Line | 1,705 | Ln Ft | ||
| 80 | 12" C900 Irrigation Line | 1,016 | Ln Ft | ||
| 81 | 24" Butterfy Valve | 6 | Each | ||
| 82 | 8" Gate Valve | 5 | Each | ||
| 83 | 12" Irrigation Butterfly Valve | 1 | Each | ||
| 84 | 8" Water Line Tee | 1 | Each | ||
| 85 | 8" Water Line Cross | 1 | Each | ||
| 86 | 8" Water Line 90° Bend | 1 | Each | ||
| 87 | 12" Irrigation Line 90° Bend | 1 | Each | ||
| 88 | Relocate Water Meter | 2 | Each | ||
| 89 | Fire Hydrant Assembly | 6 | Each | ||
| 90 | Connect to Existing 24" Water Line | 1 | Each | ||
| 91 | Connect to Existing 8" Water Line | 1 | Each | ||
| 92 | Connect to Existing 12" Irrigation Line | 1 | Each | ||
| 93 | Add UDOT Type III Signal Head to Existing Signal Mast Arm | 1 | Each | ||
| 94 | Trail Signage | 20 | Each | ||
| 95 | Install Trail Bollards (Furnished by Owner) | 4 | Each | ||
| 96 | Relocate Stop Sign | 1 | Each | ||
| 97 | End of Road Markers | 3 | Each | ||
| Schedule A Total |
Schedule B
| Item No. | Item Description | Quantity | Unit | Unit Price | Total |
| 101 | SWPPP, Traffic Control, and Site Access for Sewer Within River Rd. | 1 | Lump | ||
| 102 | Remove and Replace Asphalt and Base for Sewer Within River Rd. | 2,755 | Sq Ft | ||
| 103 | 30" PVC Sanitary Sewer Line - Within River Rd. | 237 | Ln Ft | ||
| Schedule B Total |
Schedule C
| Item No. | Item Description | Quantity | Unit | Unit Price | Total |
| 201 | SWPPP, Traffic Control, and Site Access for Water Line Within Existing Roadway | 1 | Lump | ||
| 202 | Remove and Replace Asphalt and Base for Water Line Within Existing 1450 S. | 4,248 | Sq Ft | ||
| 203 | Remove and Replace Asphalt and Base for Water Line Within River Rd. | 4,128 | Sq Ft | ||
| 204 | 24" C905 Water Line - Within Existing Roadway | 863 | Ln Ft | ||
| 205 | 24" Butterfly Valve - Within Exisitng Roadway | 1 | Each | ||
| 206 | 18" Butterfly Valve | 1 | Each | ||
| 207 | Connect to Existing 18" Water Line | 1 | Each | ||
| 208 | 18" Water Line Tee with 18" x 24" Reducer | 1 | Each | ||
| 209 | 24" Water Line 90° Bend | 2 | Each | ||
| Schedule C Total | |||||
| Project Total |
File details come from the government source that posted it. Updated .