SOW_-_Crackseal_Entrance_A_Road_Final_Redacted.pdf

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CRACK SEAL ENTRANCE A ROAD AT CO-ROCKY MTN ARSNL N
Solicitation number
140FGA26Q0021
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This is a Statement of Work for paving contractor services at Rocky Mountain Arsenal National Wildlife Refuge in Commerce City, Colorado.

The U.S. Fish and Wildlife Service requires a contractor to crack seal the entire Entrance A Road (FWS Route 010AZ), which extends 1.19 miles from the refuge's main entrance gate to Havana Street. The road surface is 23.6 feet wide and constructed of concrete asphalt. Approximately 1 mile of the road is in poor condition and requires significant crack sealing work, while the remaining 0.19 miles requires only light work. The contractor must reference specifications for crack sealant within SECTION 321216 - ASPHALT PAVING and develop a traffic control plan to ensure contractor and public safety during operations. Performance is scheduled from November 1, 2026 through March 31, 2027, with normal work hours Monday through Friday from 7:00 a.m. to 4:30 p.m. Work must not begin until the contractor receives the official Notice to Proceed from the Contracting Officer. The contractor is responsible for providing high-quality completed work that maintains the performance intent of the SOW, with quality control maintained according to industry standards. The Project Lead is David Lucas, Refuge Manager, and the deliverable is completion of all crack sealing on the road surfaces with work performed in compliance with state and federal codes.

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Sol_140FGA26Q0021.pdf PDF

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STATEMENT OF WORK

Paving Contractor

Crack Seal Entrance A Road at Rocky Mountain Arsenal NWR

The U.S. Fish and Wildlife Service Project Lead (PL) for this requirement is:

David Lucas Refuge Manager Rocky Mountain Arsenal NWR, 6550 Gateway Road, Commerce City, CO 80022

The U.S. Fish and Wildlife Service Contracting Officer Representative (COR) for this requirement is:

Statement of Work – This Statement of Work (SOW) describes the general performance of the project and does not attempt to show the exact construction of the work in complete detail. The Contractor is responsible for providing high-quality completed work that maintains the performance intent established by this document.

Overview – The U.S. Fish and Wildlife Service (FWS) needs the Contractor to crack seal the entire Entrance A Road (FWS Route 010AZ) from the refuge’s main entrance gate to Havana Street. This road is 1.19 miles of concrete asphalt. The road is 23.6 feet wide.

Approximately 1 mile is considered in poor condition and will require significant crack sealing. The remainder of the road will only need light work.

Project Purpose – This project aims to repair all asphalt surfaces at the refuge’s Entrance A Road.

Project Description / Scope of Work

RT#010AZ, ENTRANCE A RD

Crack seal the entire Entrance A Road (FWS Route 010AZ) from the refuge’s main entrance gate to Havana Street. This road is 1.19 miles of concrete asphalt. The road is 23.6 feet wide.

Approximately 1 mile is considered in poor condition and will require significant crack sealing. The remainder of the road will only need light work.

Reference specifications Crack Sealant within SECTION 321216 - ASPHALT PAVING attached.

Contractor is responsible for developing a traffic control plan to ensure contractor and public safety during crack sealing operations.

Place of Performance and Period of Performance

Work must not begin until the official Notice to Proceed (NTP) is received from the Contracting Officer.

Performance Start: November 1, 2026 Performance End: March 31, 2027

Normal duty hours are Monday through Friday 7:00 a.m. - 4:30 p.m.

The refuge is open for most federal holidays.

Contactor must coordinate any work activities outside of normal duty hours with the Contracting Officer Representative (COR).

Deliverables and/or Delivery Schedule:

All cracks on the refuge’s Entrance A Road asphalt surfaces shall be crack sealed. This road is 1.19 miles of concrete asphalt. The road is 23.6 feet wide. Approximately 1 mile is considered in poor condition and will require significant crack sealing, but there are no areas requiring complete reconstruction. The remainder of the road will only need light work.

Evaluation and Acceptance The contractor will be evaluated as detailed herein. Government acceptance is contingent upon:

All of the items listed with the State of Work are completed and are operational following state and federal codes.

Quality Control/Quality Assurance:

QC will be maintained according to industry standards and made available to the agency with the contractor’s proposal.

Photographs:

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