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 #ItemQuantity RequiredUnit of Measurement
1General Condition/Mobilization1LS
2Dust Control1LS
3Traffic Control1LS
4Clear & Grub (Approx 1.24 Acres)1LS
5Pre-Construction Condition Documentation1LS
6SWPPP Prep, Documentation & BMP Items1LS
7Rock Trackout Pad (1 Location)1LS
8Silt Fence2,105LF
9Wattles (Size 12")150LF
10Earthwork/Rework [Approx (3,540 CY)/Imported Fill(2,740 CY)]1LS
113'X3' lnlet with Grate5Each
1224" HDPE Storm Drain Pipe205LF
1318" HDPE Storm Drain Pipe40LF
1412" PVC SDR-35 Pipe with lnlet box (2 Beehive Grates)55LF
1524" End Section with Rip-Rap & Filter Fabric7Each
1618" End Section with Rip-Rap & Filter Fabric2Each
1718" D50 Rip-Rap with Filter Fabric (Basalt Rock)520SF
1812" D50 Rip-rap with Filter Fabric (Basalt Rock)1,200SF
192.5" Thick Asphalt(Voidless Asphalt Mix)19,975SF
206" Thick Type II Gravel Roadbase19,975SF
214" Thick Concrete Sidewalk Flatwork with 4" Roadbase565SF
22Remove Existing Concrete (Approx. 275 SF)1LS
23Shoulder 1" Crushed Rock (Basalt)10,250SF
24Trail Pavement Markings1LS
25Trail Safety Rail (Powder-Coated)415LF
26Sign Plaques and Wood Posts7Each
27Install Stacked Rock Walls with Geo-Grid Fabric (Basalt Rock)1,000SF
28Installation of 80 foot Pedestrian Span Bridge with Concrete Deck1LS
29Concrete Abutment Walls & 6" Concrete Approaches1LS

File details come from the government source that posted it. Updated .