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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ALTERNATE BID

Item #ItemQuantity RequiredUnit of Measurement
30General Condition/Mobilization1LS
31Dust Control1LS
32Traffic Control1LS
33Clear & Grub (Approx 0.72 Acres)1LS
34Pre-Construction Condition1LS
35SWPPP Prep, Documentation & BMP Items1LS
36Rock Trackout Pad (1 Location)1LS
37Silt Fence1,420LF
38Earthwork(1,635 CY)/Imported Fill(460 CY)1LS
393'X3' lnlet Box (Cast In Place)1Each
4012" PVC SDR-35 Pipe with lnlet box (5 Beehive Grates)120LF
4112" D50 Rip-rap with Filter Fabric (Basalt Rock)350SF
428" D50 Rip-rap with Filter Fabric (Basalt Rock)550SF
43Relocate Secondary/Communication Conduits (Cottonwood Springs Rd)1LS
442.5" Thick Asphalt (Voidless Asphalt Mix)32,335SF
456" Thick Type II Gravel Roadbase14,100SF
46Mill Existing Asphalt Roadway38,400SF
474" Thick Concrete Sidewalk Flatwork with 4" Roadbase2,935SF
4830" High Back Curb & Gutter with Base85LF
49ADA Ramp1Each
50Remove Existing Concrete & ADA Ramp (Approx. 540 SF)1LS
51Remove Existing Curb & Gutter (Approx 35 LF) (1700 E & Middleton Dr.)1LS
52Shoulder 1" Crushed Rock (Basalt)7,145SF
53Shoulder Milled Asphalt9,155SF
546" Thick Concrete (Driveway Approach) with 6" Base70SF
55Trail Pavement Markings1LS
56Trail Safety Rail (Powder-Coated)1,095LF
57Sign Plaques and Wood Posts10Each
58Stacked Concrete Block Wall (Stone Look)1,535SF
59Stacked Rock Walls with Geo-Grid Fabric (Basalt Rock)(Wall Drains11,410SF
60Concrete Retaining Wall1LS

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