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This Solicitation opportunity from California was posted on July 16, 2026. The submission period has ended. Browse the details below for market research, or find similar active opportunities.

HSIP CYCLE 11 High Friction Surface Treatment

Closed
533-2023-20State & Local

Contract Overview

Solicitation details, issuing organization, response deadlines, documents, and interested companies for this government contract opportunity.

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Kiewit Infrastructure West Co.

POSTED

about 14 hours ago

DEADLINE

in 4 days

AI Contract Overview

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The project involves the application of High Friction Surface Treatment (HFST) and associated traffic control, storm water pollution prevention, and preservation of existing pavement markings, signs, and survey monuments across multiple road segments in Butte County, California, including Forbestown Rd, Bald Rock Rd, W Biggs Gridley Rd, Colter Way, Skyway, Lower Wyandotte Rd, Dogtown Rd, Almond Ave, Old Olive Hwy, Cherokee Rd, and Dalton Way. The total scope covers approximately 31,556 square yards of HFST application, with specific linear footage allocated per location and a width of approximately 10 feet per travel lane. Work must be completed within 60 working days of contract execution, beginning no later than 15 calendar days after written notice of contract award. The engineer’s estimate is $790,000, and all work must comply with the 2025 Caltrans Standard Specifications, with the 2018 Caltrans Special Provision for HFST taking precedence. Material requirements are stringent: calcined bauxite aggregate must meet specified abrasion, moisture, and gradation standards, while the resin binder must satisfy viscosity, cure rate, gel time, tensile strength, and adhesive performance criteria. Friction testing must achieve a minimum coefficient of 0.75 at 60 km/h, with tests performed on-site both before and after traffic opening, under the supervision of the Engineer. Contract administration requires electronic submission of all proposal documents and certified payroll records through CMIS and LCPtracker Pro, respectively, with no use of federal invoicing systems. Bidders must submit a complete package of standardized forms including non-collusion affidavits, debarment certifications, EEO certifications, and lobbying disclosures, with signature on these forms constituting legal attestation. DBE participation goals apply, and use of telecommunications equipment from certain Chinese vendors is prohibited. The contractor must adhere to Buy America requirements and all applicable environmental regulations, including NPDES and EPA standards for hazardous waste and water quality. Inspection and acceptance occur on-site, with final approval contingent upon formal Board of Supervisors certification. Payment procedures follow California Public Contract Code provisions regarding retainage and progress payments, though no specific remittance details or accounting codes are provided. The solicitation window closes August 6, 2026, with all questions to be submitted through Public Purchase by July 30, 2026. No FOB terms, delivery locations separate

General Info

HSIP Cycle 11 applies high friction surface treatments at twelve Butte County locations to enhance road safety, estimated at $790,000.

Agency

California → County of Butte - Public WorksView Agency

NAICS

237310 - Highway, Street, and Bridge ConstructionView NAICS

Place of Performance

CA, USA

Set-Aside

NONE

Documents

(1)

HSIP Cycle 11 High Friction Surface Treatment Specifications and Plans

PDFspecifications

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Timeline

PhaseClosed
Posted

Solicitation

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Deadline has passed

Submission Closed

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Organization & Contact Information

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AgencyCalifornia → County of Butte - Public Works
Contacts1 person available
OfficeN/A
Organization / Agency
California → County of Butte - Public Works
View Agency Profile
Office AddressN/A

Full Description

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The work is located within Butte County, California, and includes, but is not limited to, high friction surface treatment; traffic control; storm water pollution prevention; and the preservation of existing pavement markings (including centerline and edge line striping), pavement markers, traffic signs, and existing survey monuments, where applicable, at the following locations: Forbestown Rd (2 locations) – 2,000 linear feet and 1,500 linear feet in each direction of travel and ± 10 feet wide per travel lane Bald Rock Rd (2 locations) – 800 linear feet and 900 linear feet in each direction of travel and ± 10 feet wide per travel lane W Biggs Gridley Rd (2 locations) – 800 linear feet and 800 linear feet in each direction of travel and ± 10 feet wide per travel lane Colter Way – 800 linear feet in each direction of travel and ± 10 feet wide per travel lane Skyway (2 locations) – 800 linear feet and 1,600 linear feet in each direction of travel and ± 10 feet wide per travel lane Lower Wyandotte Rd – 500 linear feet in each direction of travel and ± 10 feet wide per travel lane Dogtown Rd – 500 linear feet in each direction of travel and ± 10 feet wide per travel lane Almond Ave – 500 linear feet in each direction of travel and ± 10 feet wide per travel lane Old Olive Hwy – 500 linear feet in each direction of travel and ± 10 feet wide per travel lane Cherokee Rd (2 locations) – 500 linear feet and 500 linear feet in each direction of travel and ± 10 feet wide per travel lane Dalton Way – 1,200 linear feet in each direction of travel and ± 10 feet wide per travel lane The engineer's estimate for this project is: $790,000. All questions must be asked via Public Purchase no later than 4:00 PM, July 30, 2026.

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Engineering Services

POSTED

4 days ago

DEADLINE

in 18 days
View Details

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