4-05B 26-255 Base Bid Bid Schedule.xlsx
XLSX spreadsheet 10 KB Posted
- Attached to
- IFB - MIDDLETON WASH TRAIL CONSTRUCTION
- Solicitation number
- 26-255
- Issued by
- Washington County, Utah
About this file
Base Bid Schedule Summary: Middleton Wash Trail Construction
This base bid schedule is an itemized cost breakdown for the City of St. George's Middleton Wash Trail construction project in Utah. The project encompasses comprehensive trail infrastructure development including general conditions, mobilization, dust and traffic control, site preparation, and environmental compliance measures. The scope includes earthwork and grading for approximately 3,540 cubic yards of excavation and 2,740 cubic yards of imported fill, storm drain installation featuring 24-inch and 18-inch HDPE pipe totaling 245 linear feet, concrete work including inlet structures and sidewalk flatwork, and asphalt paving covering 19,975 square feet. Additional work items include silt fence installation (2,105 linear feet), rip-rap erosion control (1,720 square feet), trail safety railings (415 linear feet), stacked rock retaining walls with geo-grid fabric (1,000 square feet), sign and post installation (7 units), shoulder rock placement (10,250 square feet), and construction of an 80-foot pedestrian span bridge with concrete deck and abutment walls. The bid schedule contains 29 distinct line items with quantities specified in lump sum, linear feet, square feet, or individual unit measurements.
The City of St. George requires all bidders to submit a bid bond equal to 5 percent of the total bid amount, issued by a surety company licensed in Utah, with the City named as obligee. A 100 percent performance bond covering both labor and materials will be required upon project award. The municipality reserves the right to reject any or all submissions and waive any formality or technicality at its discretion. No specific response deadline, award date, or contract term information is provided in this bid schedule document.
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Text version
BASE BID
| Item # | Item | Quantity Required | Unit of Measurement |
| 1 | General Condition/Mobilization | 1 | LS |
| 2 | Dust Control | 1 | LS |
| 3 | Traffic Control | 1 | LS |
| 4 | Clear & Grub (Approx 1.24 Acres) | 1 | LS |
| 5 | Pre-Construction Condition Documentation | 1 | LS |
| 6 | SWPPP Prep, Documentation & BMP Items | 1 | LS |
| 7 | Rock Trackout Pad (1 Location) | 1 | LS |
| 8 | Silt Fence | 2,105 | LF |
| 9 | Wattles (Size 12") | 150 | LF |
| 10 | Earthwork/Rework [Approx (3,540 CY)/Imported Fill(2,740 CY)] | 1 | LS |
| 11 | 3'X3' lnlet with Grate | 5 | Each |
| 12 | 24" HDPE Storm Drain Pipe | 205 | LF |
| 13 | 18" HDPE Storm Drain Pipe | 40 | LF |
| 14 | 12" PVC SDR-35 Pipe with lnlet box (2 Beehive Grates) | 55 | LF |
| 15 | 24" End Section with Rip-Rap & Filter Fabric | 7 | Each |
| 16 | 18" End Section with Rip-Rap & Filter Fabric | 2 | Each |
| 17 | 18" D50 Rip-Rap with Filter Fabric (Basalt Rock) | 520 | SF |
| 18 | 12" D50 Rip-rap with Filter Fabric (Basalt Rock) | 1,200 | SF |
| 19 | 2.5" Thick Asphalt(Voidless Asphalt Mix) | 19,975 | SF |
| 20 | 6" Thick Type II Gravel Roadbase | 19,975 | SF |
| 21 | 4" Thick Concrete Sidewalk Flatwork with 4" Roadbase | 565 | SF |
| 22 | Remove Existing Concrete (Approx. 275 SF) | 1 | LS |
| 23 | Shoulder 1" Crushed Rock (Basalt) | 10,250 | SF |
| 24 | Trail Pavement Markings | 1 | LS |
| 25 | Trail Safety Rail (Powder-Coated) | 415 | LF |
| 26 | Sign Plaques and Wood Posts | 7 | Each |
| 27 | Install Stacked Rock Walls with Geo-Grid Fabric (Basalt Rock) | 1,000 | SF |
| 28 | Installation of 80 foot Pedestrian Span Bridge with Concrete Deck | 1 | LS |
| 29 | Concrete Abutment Walls & 6" Concrete Approaches | 1 | LS |
File details come from the government source that posted it. Updated .