1-Bid Schedule Jordan River Bank Stabilization.docx
DOCX document 23 KB Posted
- Attached to
- 2026 Saratoga Springs Well #9 RFPQ
- Solicitation number
- 2026-015
- Issued by
- Salt Lake County, Utah
About this file
This is a Bid Schedule document for the Jordan River Bank Stabilization project issued by the City of Salt Lake City, Utah. The project involves bioengineered and hardened bank stabilization methods along the Jordan River south of Shields Lane at approximately 10000 South. The scope of work encompasses mobilization and demobilization, traffic control, construction surveying and staking, materials and compaction testing, clearing and grubbing, site grading, removal of existing asphalt trail, installation of slope backfill material, installation of City-provided rip rap, asphalt trail repair, and revegetation with native riparian and upland seed mix. The Base Bid Schedule A includes twelve line items with estimated quantities: 700 square feet of asphalt trail removal, 94 tons of slope backfill material, 116 tons of 24-inch D50 rip rap, 14 tons of 3-inch asphalt for trail repair, and 40 tons of 8-inch untreated base course for asphalt trail repair. The work must be substantially complete 45 days from the notice to proceed, which is anticipated for April 30, 2026. All bids must be submitted electronically through Bonfire, the State of Utah's procurement website. No pre-bid conference will be held.
The pricing structure requires bidders to provide unit prices and total estimated prices for each line item, with all labor, supplies, tools, equipment, parts, rentals, fuels, utilities, subcontractors, suppliers, and overhead and profit included in the bid line items. The Base Bid Total represents the complete pricing submission for the project. Bidders must register as vendors on the Bonfire platform at https://utah.bonfirehub.com/, with registration, email notifications, and electronic responses being free services under the State of Utah contract with Bonfire. Technical support for the Bonfire system is available at support.bonfire@eunasolutions.com. Bidders are solely responsible for submitting their bids before the scheduled closing date and time listed on the Bonfire platform.
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Text version
PART 2 PRICE SCHEDULES
2.1 BASE BID
A. Location: The Base Bid covers work at the following sites:
Base Bid Schedule A:
The Work to be performed for this schedule is located on the bank of the Jordan River, south of Shields Lane (approximately 10000 South), and generally includes the installation of bioengineered and hardened bank stabilization methods, but it is not limited to; mobilization and demobilization, traffic control, construction surveying and staking, materials and compaction testing, clearing and grubbing, site grading, removal of existing asphalt trail, installation of slope backfill material, installation of City provided rip rap, asphalt trail repair, and revegetating repaired bank with native riparian and upland seed mix; all labor, supplies, tools, equipment, parts, rentals, fuels, utilities, subcontractors, suppliers, and all other costs including overhead and profit are to be included in bid line items.
B. Base Bid: The sum of the following Schedule A constitutes the base bid.
Schedule A: 2026 Jordan River Bank Stabilization
Item No.
Item
Unit
| Estimated Quantity |
| Unit Price |
| Total Estimated Price |
| A-1 |
| Mobilization, Temp Facilities, De-Mobilization |
| LUMP |
| 1 |
| $ |
| $ |
| A-2 |
| Site Preparation, Traffic Control, LDP & SWPPP |
| LUMP |
| 1 |
| $ |
| $ |
| A-3 |
| Construction Surveying & Staking |
| LUMP |
| 1 |
| $ |
| $ |
| A-4 |
| Materials and Compaction Testing |
| LUMP |
| 1 |
| $ |
| $ |
| A-5 |
| Clearing and Grubbing |
| LUMP |
| 1 |
| $ |
| $ |
| A-6 |
| Site Grading |
| LUMP |
| 1 |
| $ |
| $ |
| A-7 |
| Remove Existing Asphalt Trail |
| SF |
| 700 |
| $ |
| $ |
| A-8 |
| Slope Back Fill Material |
| TON |
| 94 |
| $ |
| $ |
| A-9 |
| 24” D50 Rip Rap |
| TON |
| 116 |
| $ |
| $ |
| A-10 |
| 3-in Asphalt for 10-ft Wide Asphalt Trail Repair |
| TON |
| 14 |
| $ |
| $ |
| A-11 |
| 8-in Untreated Base Course for Asphalt Trail Repair |
| TON |
| 40 |
| $ |
| $ |
| A-12 |
| Native Riparian and Upland Seed Mix |
| LUMP |
| 1 |
| $ |
| $ |
BASE BID TOTAL = $
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