WY FLAP SHE 26(2) Red Grade Road - Geotechnical Drilling Tender, USA - 124100567

TRANSPORTATION, DEPARTMENT OF | FEDERAL HIGHWAY ADMINISTRATION has floated a tender for WY FLAP SHE 26(2) Red Grade Road - Geotechnical Drilling. The project location is USA and the tender is closing on 21 Aug 2025. The tender notice number is 6982AF25Q000017, while the TOT Ref Number is 124100567. Bidders can have further information about the Tender and can request the complete Tender document by Registering on the site.

Expired Tender

Procurement Summary

Country: USA

Summary: WY FLAP SHE 26(2) Red Grade Road - Geotechnical Drilling

Deadline: 21 Aug 2025

Other Information

Notice Type: Tender

TOT Ref.No.: 124100567

Document Ref. No.: 6982AF25Q000017

Financier: Self Financed

Purchaser Ownership: Public

Tender Value: Refer Document

Purchaser's Detail

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Tender Details

Description

The project consists of geotechnical drilling for 7.6 miles of the gravel Red Grade Road between Mileposts 3.3 and 10.9 in Sheridan County, Wyoming (see attached County map). Milepost 0 is at the intersection of Red Grade Road with Wyoming State Highway 335 and Lower Hideaway Lane (6 miles southwest of the town of Big Horn, WY).

The drilling to consist of sixteen shallow borings up to 5-foot depth (or until refusal) plus one deep boring up to 30-foot depth (or until refusal). The drilling to consist of hollow stem auger (HSA) drilling using a truck mounted drill rig able to advance to 30-foot depth. The soils beneath the road are believed to consist of silty, clayey sand with gravel and cobbles. Borings may encounter boulders and bedrock. A two-man drill crew is anticipated. Shallow borings are intended to penetrate through the existing structural section and into the underlying material for the purpose of gathering bulk subgrade samples (in 5 gallon buckets with 50-70 pounds of material each). It is estimated that these borings will be on 0.50 mile increments or as marked. The deep boring is intended to collect split barrel samples (in 1 gallon ziplock bags) and to measure the SPT resistance of the soil at increments of 5- depth. Drill cuttings can be dispersed at the site. Borings to be backfilled with excess cuttings for depths less than 5 feet and imported pea gravel or bentonite chips for depths greater than 5 feet and compacted. The boring to be topped with at least 6 inches of compacted crushed aggregate road base. FHWA personnel to log the samples and transport the sample buckets to a shipping location. FHWA toprovide the 5-gallon buckets with lids and 1-gallon ziplock bags.
Active Contract Opportunity
Notice ID : 6982AF25Q000017
Related Notice
Department/Ind. Agency : TRANSPORTATION, DEPARTMENT OF
Sub-tier : FEDERAL HIGHWAY ADMINISTRATION
Office: 6982AF CENTRAL FEDERAL LANDS DIVISI
General Information
Contract Opportunity Type: Combined Synopsis/Solicitation (Original)
Original Published Date: Aug 06, 2025 03:33 pm MDT
Original Date Offers Due: Aug 21, 2025 02:00 pm MDT
Inactive Policy: Manual
Original Inactive Date: Sep 20, 2025
Initiative: None

Classification
Original Set Aside: Total Small Business Set-Aside (FAR 19.5)
Product Service Code: B519 - SPECIAL STUDIES/ANALYSIS- GEOTECHNICAL
NAICS Code: 541380 - Testing Laboratories and Services

Place of Performance: Sheridan, WY 82801 USA

Documents

 Tender Notice

WY-FLAP-SHE-26-2-Red-Grade-Road-Geotechnical-Dril.pdf


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