UT FLAP 73(2) La Sal Mountain Loop Road
Closed Solicitation Posted
This opportunity was awarded. See the award notice from .
- Solicitation number
- 6982AF23B000027
- Agency
- Federal Highway Administration Department of Transportation
- Responses due
- Set-aside
- No set-aside
Opportunity facts
- NAICS code
- 237310 Highway, Street, and Bridge Construction
- Place of performance
- Moab, Utah, United States
Notice details come from SAM.gov. Updated .
About this opportunity
This solicitation seeks road construction services for the UT FLAP 73(2) La Sal Mountain Loop Road project located in Moab, Utah. The Department of Transportation Federal Highway Administration is procuring rehabilitation and reconstruction of approximately 11 miles of existing roadway. Key requirements include pulverization and resurfacing of asphalt, drainage improvements, signage and pavement markings. Bids were due by December 19, 2023 and evaluated based on total price.
The solicitation carries no set-aside designations. The project involves principal work items such as roadway excavation, aggregate base, full depth reclamation and asphalt concrete pavement. Incumbent contractor Kilgore Companies provided the lowest bid of $21,995,114.40 to complete the work within a single construction season. The engineer's estimate was $24,144,702. Performance is required along the 11 mile route in Moab, Utah.
Notice text
PROJECT NUMBER: UT FLAP 73(2)
PROJECT NAME: La Sal Mountain Loop Road
PROJECT DESCRIPTION:
The UT FLAP 73(2), La Sal Mountain Loop Road Project is located approximately 8 miles southeast of Moab, UT in Eastern Utah. The project crosses through Utah State School and Institutional Trust Lands (SITLA), Bureau of Land Management (BLM), private, and United States Forest Service (USFS) lands, providing access to the Manti – La Sal National Forest and Bureau of Land Management lands. The route is categorized as a major rural collector in mountainous terrain and is maintained by San Juan County.
This project rehabilitates and reconstructs the existing road with minor superelevation correction, profile adjustments, curve widening, ditch reconstruction, culvert replacements, asphalt surfacing, erosion control, signing, and pavement markings. The existing pavement is in poor condition with significant rutting, cracking, and potholing apparent along the route. To complete the proposed widening and realignment, rock and soil cuts and fills are expected. Due to the mountainous terrain, significant boulders and areas with noted seepage or soft subgrade will be encountered. The project consists of two segments, broken into Schedule A and Option X.
Segment 1 (Option X) – Segment 1 goes from the intersection of Old Airport Road 11+62 to 147+00 at the intersection of Pack Creek Cutoff. Rehabilitation and widening consists of pulverizing the existing pavement, widening the road to 30 feet from the beginning to 45+00 and 26 feet for the remainder of the road, placing aggregate base and asphalt concrete pavement, and drainage improvements.
Segment 2 (Schedule A) – Segment 2 goes from 147+00 at the intersection of Pack Creek Cutoff, and goes to 650+91, the boundary with the previous project UT PFH 46-1(2) and UT FLAP 73(1). Rehabilitation consists of pulverizing the existing pavement, placing new aggregate base leveling, asphalt concrete pavement, and drainage improvements to narrow the roadway width to 26 feet. Five locations will be reconstructed requiring raising or lowering profile, placing aggregate base, asphalt concrete pavement, and drainage improvements to widen the roadway width to 26 feet.
PRINCIPAL WORK ITEMS (Schedule A):
- 20401-0000 Roadway Excavation: 75,000 CUYD
- 30101-0000 Aggregate Base: 55,000 TON
- 30401-5500 Full Depth Reclamation: 9.45 Miles
- 40101-5600 Asphalt Concrete Pavement, Gyratory Mix, 1/2-Inch or 3/4-Inch Nominal Maximum Size Aggregate, 0.3 to <3 Million ESAL: 31,000 TON
- 60201-1000 Culverts: 4000 LNFT
- 63501-1000 Temporary Traffic Control: LPSM
PRINCIPAL WORK ITEMS (Option X):
- 20401-0000 Roadway Excavation: 16,000 CUYD
- 30101-0000 Aggregate Base: 25,000 TON
- 30401-5500 Full Depth Reclamation: 2.56 Miles
- 40101-5600 Asphalt Concrete Pavement, Gyratory Mix, 1/2-Inch or 3/4-Inch Nominal Maximum Size Aggregate, 0.3 to <3 Million ESAL: 9,600 TON
- 63501-1000 Temporary Traffic Control: LPSM
ESTIMATED COST RANGE:
Total estimated cost between $20,000,000 and $30,000,000
This is a full and open competition.
Attachments
| File | Type | Posted |
|---|---|---|
| Bid Tabs - UT FLAP 73(2).pdf | ||
| Bid Opening Summary - Revised.pdf | ||
| Bid Opening Summary.pdf | ||
| UT FLAP 73 LaSal Site Visit Q and A_final.pdf | ||
| UT FLAP 73(2) La Sal Mountain Loop Road Pavement Memo 20231204.pdf | ||
| A002.pdf | ||
| UT FLAP 73 LaSal Site Visit Q and A.pdf | ||
| A001.pdf | ||
| UT FLAP 73(2) U0-U22 Utility Conflict Sheets.pdf | ||
| 6982AF23B000027.pdf | ||
| UT.FLAP.73(2).La Sal Mountain Loop FINAL.2020.pdf | ||
| UT FLAP 73(2) X Cross Sections Final_20230727.pdf | ||
| UT FLAP 73(2) Final_Plans.pdf | ||
| UT73(2)_La_Sal_Hydraulics_Report_wAppendices.pdf |
Show all 14
Notice history
| Notice | Type | Posted |
|---|---|---|
| UT FLAP 73(2) La Sal Mountain Loop Road | Award Notice | |
| UT FLAP 73(2) La Sal Mountain Loop Road | Solicitation | |
| UT FLAP 73(2) La Sal Mountain Loop Road | Pre-Solicitation | |
| UT FLAP 73(2) La Sal Mountain Loop Road | Pre-Solicitation |
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