5-05C 26-255 Alternate Bid Bid Schedule.xlsx
XLSX spreadsheet 11 KB Posted
- Attached to
- IFB - MIDDLETON WASH TRAIL CONSTRUCTION
- Solicitation number
- 26-255
- Issued by
- Washington County, Utah
About this file
This is an Alternate Bid Schedule document for the City of St. George's Middleton Wash Trail Construction project in Utah. The project encompasses a comprehensive range of construction services including traffic control, site preparation, earthwork, drainage infrastructure, asphalt paving, concrete work, trail safety features, and retaining walls across approximately 0.72 acres. Key line items include general conditions and mobilization, dust and traffic control, clear and grub operations, stormwater pollution prevention plan preparation, 1,420 linear feet of silt fence, 1,635 cubic yards of earthwork with 460 cubic yards of imported fill, drainage pipe installation totaling 120 linear feet, riprap work covering 900 square feet, asphalt paving of 32,335 square feet, concrete sidewalk flatwork of 2,935 square feet, concrete retaining wall construction, stacked concrete block walls covering 1,535 square feet, stacked rock walls covering 11,410 square feet, trail safety rail spanning 1,095 linear feet, and ten sign plaques with wood posts.
The City of St. George requires all bidders to submit a bid bond equal to 5 percent of their total bid amount, issued by a surety company licensed in Utah and on a bond form acceptable to the city. A 100 percent performance bond covering labor and materials is mandatory upon project award. The city reserves the right to reject any or all submissions and waive any formality or technicality in proposals. This alternate bid schedule establishes the specific line items and quantities for which contractors must provide pricing in their formal bid submissions.
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Text version
ALTERNATE BID
| Item # | Item | Quantity Required | Unit of Measurement |
| 30 | General Condition/Mobilization | 1 | LS |
| 31 | Dust Control | 1 | LS |
| 32 | Traffic Control | 1 | LS |
| 33 | Clear & Grub (Approx 0.72 Acres) | 1 | LS |
| 34 | Pre-Construction Condition | 1 | LS |
| 35 | SWPPP Prep, Documentation & BMP Items | 1 | LS |
| 36 | Rock Trackout Pad (1 Location) | 1 | LS |
| 37 | Silt Fence | 1,420 | LF |
| 38 | Earthwork(1,635 CY)/Imported Fill(460 CY) | 1 | LS |
| 39 | 3'X3' lnlet Box (Cast In Place) | 1 | Each |
| 40 | 12" PVC SDR-35 Pipe with lnlet box (5 Beehive Grates) | 120 | LF |
| 41 | 12" D50 Rip-rap with Filter Fabric (Basalt Rock) | 350 | SF |
| 42 | 8" D50 Rip-rap with Filter Fabric (Basalt Rock) | 550 | SF |
| 43 | Relocate Secondary/Communication Conduits (Cottonwood Springs Rd) | 1 | LS |
| 44 | 2.5" Thick Asphalt (Voidless Asphalt Mix) | 32,335 | SF |
| 45 | 6" Thick Type II Gravel Roadbase | 14,100 | SF |
| 46 | Mill Existing Asphalt Roadway | 38,400 | SF |
| 47 | 4" Thick Concrete Sidewalk Flatwork with 4" Roadbase | 2,935 | SF |
| 48 | 30" High Back Curb & Gutter with Base | 85 | LF |
| 49 | ADA Ramp | 1 | Each |
| 50 | Remove Existing Concrete & ADA Ramp (Approx. 540 SF) | 1 | LS |
| 51 | Remove Existing Curb & Gutter (Approx 35 LF) (1700 E & Middleton Dr.) | 1 | LS |
| 52 | Shoulder 1" Crushed Rock (Basalt) | 7,145 | SF |
| 53 | Shoulder Milled Asphalt | 9,155 | SF |
| 54 | 6" Thick Concrete (Driveway Approach) with 6" Base | 70 | SF |
| 55 | Trail Pavement Markings | 1 | LS |
| 56 | Trail Safety Rail (Powder-Coated) | 1,095 | LF |
| 57 | Sign Plaques and Wood Posts | 10 | Each |
| 58 | Stacked Concrete Block Wall (Stone Look) | 1,535 | SF |
| 59 | Stacked Rock Walls with Geo-Grid Fabric (Basalt Rock)(Wall Drains | 11,410 | SF |
| 60 | Concrete Retaining Wall | 1 | LS |
File details come from the government source that posted it. Updated .