ATCH-2_1240BE25Q0007_WAL_PWS.pdf

1240BE25Q0007_WAL_PWS Page 1 of 8 Pages

US Department of Agriculture (USDA)

Performance Work Statement

Road Maintenance Service for the LaGrande Ranger District, Wallowa Whitman National Forest

Forest Service Road 5125 Road Repairs, Mt Fanny Communication Site

Solicitation: 1240BE24Q0007

Purchase Order: TBD

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Contents Project General Information

1.0 Scope of Work

Contractor Requirements

3.0 Performance Tasks

4.0 Property

4.1 Government Furnished

4.2 Contractor Property

5.0 Deliverables / Schedule

6.0 Travel. Not used

7.0 Contractor’s Key Personnel

8.0 Security Requirements. Not Used

9.0 Data Rights. Not Used

10.0 Section 508 – Electronic and Information Technology Standards. Not Used Attachments

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Project

Road Maintenance Service for the LaGrande Ranger District, Wallowa Whitman National Forest

General Information

1.0 Scope of Work

The Wallowa National Forest requires Surface Maintenance (811), Load, Haul, and Place Materials (832), and Maintain Roadway Drainage Systems (834) service in the LaGrande Ranger District.

Specific performance tasks are listed in paragraph 3.

2.0 Background

Project Location The project is throughout the LaGrande Ranger District.

3502 Highway 30 La Grande, OR 97850-5268 541-962-8500 Attn: Jeff Fowlds, P: 541-962-8510, C: 541-975-0969. Jeffrey.fowlds@usda.gov

2.1 Period of Performance

Base Period: 13 June 2025 to 30 November 2025 Option Period: 20 June 2025 to 30 November 2025

Contractor Requirements

3.0 Performance Tasks

3.1 General:

3.1.a. This is a non-Personnel Services Contract. The Contractor shall furnish all labor, supervision, equipment, transportation, (except those designated as Government-furnished), and incidentals for road maintenance activities within the Wallowa-Whitman National Forest within the scope of this contract.

Contractor Work Plan: The contractor shall submit a work plan for acceptance to the COR within 14 calendar days of award. (Deliverable 01). At a minimum the work plan shall include: 1) Key Personnel.

2) Traffic Control Plan iaw FSSS 156 and the Manual on Uniform Traffic Control Devices (MUTCD):

https://mutcd.fhwa.dot.gov/. 3) Safety Plan. 4) Fire Plan. 5) Contractor’s Quality Control Plan iaw FP-03

153.02 and Best Management Practices for Water Quality Management: Road Management Activities can be found in Section 3 at National Best Management Practices for Water Quality Management on National Forest System Lands (usda.gov). 6) FS Overload Permits. 7) Contractor equipment storage request.

3.2 Hazard and Obstruction Removal (Logging Out): This work consists of removal of trees (fallen or standing) and snags which encroach into the roadway or the 3 feet of roadside abutting the roadway on the cut side. Remove hazards and obstructions, including trees and stumps with exposed root systems, within road prism that may impede the flow of traffic or hinder the tasks under this contract. Do not leave woody debris and slash in excess of 12 inches in length or 3 inches in diameter, or concentrations mailto:Jeffrey.fowlds@usda.gov https://mutcd.fhwa.dot.gov/ https://www.fs.usda.gov/naturalresources/watershed/pubs/FS_National_Core_BMPs_April2012.pdf https://www.fs.usda.gov/naturalresources/watershed/pubs/FS_National_Core_BMPs_April2012.pdf

1240BE25Q0007_WAL_PWS Page 4 of 8 Pages which may plug ditches or culverts, in ditches, drainage channels, or on backslopes, traveled way, shoulders, or turnouts. Work is complete when hazards have been removed or stabilized and when the road is passable by the intended traffic. Work activity will be measured along the centerline of the road regardless of the number of lanes.

Chart 3.2.1 LGRD Log-out and Hazard Tree Removal

Road Number Lanes Specification Description Estimated Miles

Mt Fanny 6220, 500, Log out Hazard tree removal starting at the Moss Springs Campground and continuing up the 6220 road and the 500 and 510 spurs 8.2

Estimated Total Miles 8.2

3.3 Provide Roadway Surface Maintenance 811. The Contractor shall Provide Road Surface Maintenance for an estimated 11.5 miles of single lane (811) on FS Road 5125 (aggregate surface) and at the 6220, 500, and 510 roads (native and pit run surface) leading to Mt Fanny Communications site in the La Grande Ranger District. See PWS Annex A, FS Road 5125 Map and PWS Annex B MT Fanny Com-Site Map.

This work consists of making roads passable and providing drainage from the traveled way and roadbed.

Smooth and shape native or aggregate surfaced roads including traveled way, shoulders, turnouts, and intersections. Borrow material from the cut bank may be used to build up road surface or fill in eroded sections of native surface. A road surface is maintained to standard when the surface is compact, shaped to drain, and where ditches and road surface drainage structures function efficiently. The road surface has no continuous ruts or rills, and no large concentrations of unsuitable materials remain. Slough and slide material has been removed or reintegrated into the roadbed to regain useable road width.

All native material and pit run traveled ways requiring compaction shall be compacted using Compaction Method A (Breaking track while operating equipment on the traveled way). Fill the interstices around rock with earth or other fine material as practical. Operate hauling and spreading equipment uniformly over the full width of each layer until there is no visible evidence of further consolidation. Make at least two complete passes.

All aggregate surface traveled ways requiring compaction shall be compacted using Compaction Method B (7-9 metric ton pneumatic, steel, or equivalent vibratory roller, operated to cover the full width two times). For aggregate surface roads, adjust moisture content to a level suitable for compaction. Operate roller compaction equipment over the full width of the traveled way until there is no visible evidence of further consolidation. All Measurement for blading will be linear mile measured along the centerline of the roadway. Measurement will be measured to the nearest one-tenth (0.1) mile. This task is paid by the Mile.

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The contractor shall ensure holes and major defects are removed from the road surface, road surface material contains sufficient moisture (is not too wet or too dry to achieve compaction). Berms created during operations are removed from the roadway.

Standard: Work shall comply with Acceptable Quality Levels 811, listed in the Quality Assurance Surveillance Program (QASP) at Attachment 2.

Acceptable Quality Level: 90%

3.4 Load, Haul, and Place Materials (832). Materials are government provided crushed aggregate and pit run located in quarries at each project site. The materials will be added to the road surfaces to improve driving conditions. Consists of an estimated 785 CY Base and 788 CY Option. The work will be considered completed when all designated materials have been loaded, hauled, and placed as required, roughness from the operation has been smoothed and compacted, damages to haul routes have been repaired, and materials have not been placed to prevent existing drainage systems (ditches and culverts) from functioning properly. See PWS Annex A, FS Road 5125 Map and PWS Annex B MT Fanny Com- Site Map.

Load, haul, and place surface material to repair or stabilize road surfaces. Spot surfacing is complete when the designated quantity of the ordered material has been placed, shaped and compacted. This task is paid by the Cubic Yard (measured in vehicles, or in aggregate placed). Specific locations and quantities will be staked at the project location.

All native material and pit run traveled ways requiring compaction shall be compacted using Compaction Method A (Breaking track while operating equipment on the traveled way). Fill the interstices around rock with earth or other fine material as practical. Operate hauling and spreading equipment uniformly over the full width of each layer until there is no visible evidence of further consolidation. Make at least two complete passes.

All aggregate surface traveled ways requiring compaction shall be compacted using Compaction Method B (7-9 metric ton pneumatic, steel, or equivalent vibratory roller, operated to cover the full width two times). For aggregate surface roads, adjust moisture content to a level suitable for compaction. Operate roller compaction equipment over the full width of the traveled way until there is no visible evidence of further consolidation. All Measurement for blading will be linear mile measured along the centerline of the roadway. Measurement will be measured to the nearest one-tenth (0.1) mile. This task is paid by the Mile.

Chart 3.3.1

Road Number Lanes Specification Description Estimated Miles

5125 1 811(01)

811 Surface Maintenance, Blading, Shaping, Compaction FS 5125, between 5140 road junction and the 43-road junction. 3.0

Mt Fanny 6220, 500, 510 1 811(01)

811 Surface Maintenance, Blading, Shaping, Compaction, Mt Fanny Com-Site, starting at the Moss Springs Campground and continuing up the 6220 road and the 500 and 510 spurs. 8.5

Estimated Total Miles 11.5

LGRD Road Surface Maintenance Single Lane 811(01)

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Standard: Work shall comply with Acceptable Quality Levels 832, listed in the Quality Assurance Surveillance Program (QASP) at Attachment 2.

3.5 Maintain roadway drainage systems (834) to provide effective roadway drainage function. Consists of an estimated 11.5 miles on FS Road 5125 and at FS Roads 6220, 500 and 510 leading to Mt Fanny Communications site in the La Grande Ranger District. Culvert/ditch/drainage structure cleaning is complete when all obstructions that have the potential to prevent the drainage systems specified for cleaning from functioning properly have been removed and disposed of, as shown on the task order or drawings. Damages to the template or appurtenances have been repaired (see 834.06), and the traveled way has been cleared of residual debris and materials generated by drainage system cleaning, and roughness from the operation has been smoothed and compacted. See PWS Annex A, FS Road 5125 Map and PWS Annex B MT Fanny Com-Site Map

Clean and recondition roadway drainage systems including removal of shoulder materials impeding drainage on outsloped roads, drain dips, culverts, ditches, inlet and outlet channels, catch basins, and appurtenances. Drainage system maintenance is complete when no obstruction or debris remains on the roadway or in the defined area adjacent to the structure or in ditches which would have the potential to

Chart 3.4.1

Road Number Lanes Specification Description Estimated Cubic Yards

5125 1 832

Load, Haul, and Place Materials, FS 5125, between 5140 road junction and the 43 road junction. 185.0

Mt Fanny 6220, 500, 510 1 832

Mt Fanny Communications Site, starting at the Moss Springs Campground and continuing up the 6220 road and the 500 and 510 spurs. 600.0

Base Estimated Total CY 785.0

Chart 3.4.2

Road Number Lanes Specification Description Estimated Cubic Yards

5125 1 832

Load, Haul, and Place Materials, FS 5125, between 5140 road junction and the 43 road junction. 388.0

Mt Fanny 6220, 500, 510 1 832

Mt Fanny Communications Site, starting at the Moss Springs Campground and continuing up the 6220 road and the 500 and 510 spurs. 400.0

Option Estimated Total CY 788.0

LGRD Load, Haul, and Place Materials (832)

Option LGRD Load, Haul, and Place Materials (832)

1240BE25Q0007_WAL_PWS Page 7 of 8 Pages block water from entering the structure, back water into the structure (except for structures designed to function in a back-flooded manner) or divert water outside the defined channel. Equipment operation in live streams or hydraulic flushing of drainage structures is not permitted. Work activity will be measured along the centerline of the road regardless of the number of lanes. One mile of road includes treatment on both sides of the road.

Shoulder Maintenance: Remove all slide material, vegetation, and other debris from existing shoulders including shoulders of parking areas, turnouts, and other widened areas.

Standard: Work shall comply with Acceptable Quality Levels 834, listed in the Quality Assurance Surveillance Program (QASP) at Attachment 2.

4.0 Contractor Property

(a) The contractor may store equipment and materials within the Wallowa-Whitman National Forest as approved by the COR. The contractor shall submit an equipment and materials storage plan to the COR for approval within 7 calendar days of contract award. (Deliverable 3)

(b) The contractor stores equipment and material at its own risk and is responsible for the security of any contractor property stored on Government lands and facilities. The contractor holds the Government harmless for property security and damage.

5.0 Deliverables / Schedule

DELIVERABLE REFERENCE DUE SUBMIT TO

(1) Contractor Quality Control Plan

PWS Paragraph 3.1.b. The Contractor shall develop and maintain a QCP to ensure services are performed in accordance with this PWS.

Within fourteen (14) calendar days after contract award

Contracting Officer’s Representative

(2) Proposed Project Plan

PWS Paragraphs 3.2 and 3,3 Proposed project plan which outlines the contractor’s technical approach, equipment and material requirements, scheduling, and any government furnished property including material and equipment storage/parking and access required.

Within fourteen

(14) calendar days after contract award and exercised option.

Contracting Officer’s Representative

Chart 3.5.1

Road Number Lanes Specification Description Estimated Miles

5125 1 834

Maintain Roadway Drainage Systems, FS 5125, between 5140 road junction and the 43 road junction. 3.0

Mt Fanny 6220, 500, 510 1 834

Maintain Roadway Drainage Systems, Mt Fanny Communications Site, starting at the Moss Springs Campground and continuing up the 6220 road and the 500 and 510 spurs. 8.5

Base Estimated Total Miles 11.5

LGRD Maintain Roadway Drainage Systems (834)

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(3) Contractor Property Plan

PWS Paragraph 4.2, Contractor Property.

Within fourteen (14) calendar days after contract award

Contracting Officer’s Representative

(4) Key Personnel PWS Paragraph 7, Contractor’s Key Personnel.

Within fourteen (14) calendar days after contract award

Contracting Officer’s Representative

6.0 Travel

Not Used

7.0 Contractor’s Key Personnel

The Contractor shall provide a Contract Manager and designated alternate, as applicable, who has full authority to act for the Contractor on all contract matters relating to this contract. The Contract Manager or alternate shall be available during the Government's regular working hours and shall be available on site within one hour after the Government's regular working hours. The Contractor shall submit the name and contact information of the contract manager in writing to the COR within 7 calendar days of award. (Deliverable 04)

8.0 Security Requirements

9.0 Data Rights

10.0 Section 508 – Electronic and Information Technology Standards

Enclosures:

ANNEX A, FS Road 5125 Map ANNEX B, MT Fanny Com-Site Map