1240BE25Q0083 Attachment 2 Performance Work Statement.pdf

US Department of Agriculture (USDA)

Performance Work Statement (PWS) Road Maintenance Service

Hebo Ranger District, Siuslaw National Forest Forest Service Road 1400 Road Maintenance

Contents

Project General Information

1.0 Scope of Work

Contractor Requirements

3.0 Performance Tasks

4.0 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

Project Siuslaw National Forest: Forest Service Road 1400 Road Maintenance General Information

1.0 Scope of Work

The Siuslaw National Forest requires Surface Maintenance (811-1), Spot Surfacing (813-2), Paved Surface Cleaning (814-2), Ditch and Drainage Structure Maintenance (834-2), Cutting Roadway Vegetation (842-1), and Hazard or Obstruction Removal (851-1) within the Hebo Ranger District along Forest Service Road (FSR) 1400.

Specific performance tasks are listed in paragraph 3.

2.0 Background

Project Location The project is along FSR 1400 within the Hebo Ranger District of the Siuslaw National Forest.

31525 Hwy 22 Hebo, OR 97122

2.1 Period of Performance

Base Period: October 1st, 2025 to June 30th, 2026

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 Siuslaw National Forest within the scope of this contract.

3.1.b Contractor Work Plan: The contractor shall submit a (FINAL) Contractor Work Plan for acceptance to the COR within seven (7) calendar days of award. (Deliverable).

A Draft Contractor Work Plan shall be submitted as part of evaluation criteria.

At a minimum, the Contractor Work Plan shall include:

1) Key Personnel (See also PWS 7.0).

2) Traffic Control Plan: following FSSS 156 (Attachment 4) and the Manual on Uniform Traffic Control Devices (MUTCD): https://mutcd.fhwa.dot.gov/.

3) Safety and Communications Plan.

4) Fire Plan (See sample Attachment 5).

5) Contractor’s Quality Control Plan: following FP-14 153.03 and best management practices for water quality management, road management activities can be found in Part 3 at, “National Best Management Practices for Water Quality Management on National Forest System Lands”, website:

https://www.fs.usda.gov/naturalresources/watershed/pubs/FS_National_Core_BMPs_April2012.pdf

6) FS Overload Permits.

7) Contractor equipment storage request, if necessary.

3.2 Provide Roadway Surface Maintenance 811(1). The Contractor shall Provide Road Surface Maintenance for an estimated 16.45 miles of single lane (811) on FSR 1400 (aggregate surface) on the Hebo Ranger District. See Map.

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

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. The 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 travel 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 travel 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.

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.

Chart 3.2.1 Surface Maintenance Single Lane 811(1)

Road Number Lanes Specifications Description Estimated Miles

FSR 1400 1 811(1)

Surface Maintenance Single

Lane -

FSR 1400 MP 8.00 - MP 24.45

16.45

Total Miles 16.45 Standard: Work shall comply with Acceptable Quality Levels 811, listed in the Quality Assurance Surveillance Program (QASP) at Attachment 2.

Acceptable Quality Level: 90%

3.3 Spot Surfacing Commercial Source 813(2). Materials are sourced from a commercial source. The material will be added to the road surfaces to improve driving conditions. Consists of an estimated 1070 CY of 1 ½” minus surface aggregate material. The work will be considered completed when all designated materials have been hauled and placed as required, roughness from the operation has been smoothed and compacted, damage to haul routes have been repaired, and materials have not been placed to prevent existing drainage systems (ditches and culverts) from functioning properly. See Map.

Load, haul, and place surface material to repair or stabilize road surfaces. Spot surfacing is complete 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.

Chart 3.3.1 Spot Surfacing Commercial Source 813(2)

Cubic Yards

FSR 1400 1 813(2)

Spot Surfacing

Commercial Source -

FSR 1400 MP 8.00 - MP 24.45

Total Cubic Yards 1070

Standard: Work shall comply with Acceptable Quality Levels 813, listed in the Quality

3.4 Paved Surface Cleaning 814(2). Clean the paved surface to the existing width. Move materials away from road centerline on double-lane roads. Blade and shape existing shoulder material the entire width to drain away from the traveled way. Vegetative or other unsuitable materials may be bladed onto slopes adjacent to the roadbed unless otherwise required in SPECIAL PROJECT SPECIFICATIONS. Provide a smooth transition with final shaping to the paved surface edge. Move all material longitudinally off the deck while cleaning a bridge deck.

Chart 3.4.1 Paved Surface Cleaning 814(2)

Miles

FSR 1400 2 814(2) Paved Surface Cleaning -

FSR 140 MP 0.00 - MP 8.00 8.00

Total Miles 8.00

Standard: Work shall comply with Acceptable Quality Levels 814, listed in the Quality

3.5 Clean Ditches and Drainage Structures 834(2). Drainage system maintenance is complete when no obstruction remains in the defined area adjacent to the structure or in ditches which have the potential to 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.

Materials produced from drainage system maintenance have been placed outside the roadway without concentration, without obstructing drainage ways or structures, and are not located where erosion can allow sediment delivery to streams. When specified in the ROAD LISTING, materials have been hauled and placed in designated disposal areas.

Chart 3.5.1 Clean Ditches and Drainage Structures 834(2)

Miles

FSR 1400 1 and 2 834(2) Clean Ditches and Drainage

Structures -

FSR 1400 MP 0.00 - MP 24.45

24.45

Total Miles 24.45

Standard: Work shall comply with Acceptable Quality Levels 834, listed in the Quality

3.6 Cutting Roadway Vegetation 842(1). Brush, trees and other vegetation are cut within each area treated to a maximum height of 6 inches above the ground surface or obstruction such as rocks or existing stumps. All limbs which extend into the clearing limits, or over the roadbed, to a height of 14 feet above the traveled way surface elevation have been removed.

Brush, trees and other vegetation are cut within each area treated to a maximum height of 6 inches above the ground surface or obstruction such as rocks or existing stumps. All limbs which extend into the clearing limits, or over the roadbed, to a height of 14 feet above the traveled way surface elevation have been removed.

Chart 3.6.1 Cutting Roadway Vegetation (10 feet from edge) 842(1)

Miles

FSR 1400 1 and 2 842(1) Cutting Roadway Vegetation -

FSR 1400 MP 0.00 - MP 24.45 24.45

Standard: Work shall comply with Acceptable Quality Levels 842, listed in the Quality

3.7 Hazard and Obstruction Removal (Logging Out) 851(1): 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 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 3.7.1 Hazard or Obstruction Removal 851(1)

Miles

FSR 1400 1 and 2 851(1) Hazard or Obstruction

Removal -

FSR 1400 MP 0.00 - MP 24.45

24.45

Standard: Work shall comply with Acceptable Quality Levels 851, listed in the Quality

3.8 Mobilization 881: Mobilization of personnel, equipment, and material to the project site. Moving equipment outside the established work schedule as ordered.

Mobilization is complete when 100% of the personnel, equipment, and materials necessary to complete the work have been moved to the project site. Moving is complete when the contractor has moved from the present work site to the ordered work site and returned to the previous location.

Chart 3.8.1 Mobilization 881

Lump Sum

FSR 1400 1 and 2 881 Mobilization to FSR 1400 1 Total Lump Sum (LS) 1

Standard: Work shall comply with Acceptable Quality Levels 881, listed in the Quality

4.0 Property

4.1 Contractor Property

(a) The contractor may store equipment and materials within the Siuslaw 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)

(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.

4.2 Government-furnished materials: None

5.0 Deliverables / Schedule

DELIVERABLE REFERENCE DUE SUBMIT TO

The FINAL Contractor Work Plan

PWS Paragraph 3.1.b.

Based on PWS Paragraphs 3.2-3.8, provide Contractor Work Plan which outlines the contractor’s technical approach, equipment and material requirements, scheduling, and any government sites for material and equipment storage/parking and access required.

Within seven (7) calendar days after contract award

Contracting Officer’s Representative

Contractor on-site Manager

PWS 7.0 Contractor Key Personnel Incorporate into Contractor Work Plan Submit the name and contact information of the contract manager in writing

Within seven (7) calendar days after contract award

Contracting Officer’s Representative

Traffic Control Plan

PWS Paragraph 3.1.b Incorporated into the Contractor Work Plan

Within seven (7) calendar days after contract award

Contracting Officer’s Representative

Safety and Communications Plan

PWS Paragraph 3.1.b Incorporated into the Contractor Work Plan

Within seven (7) calendar days after contract award

Contracting Officer’s Representative

Fire Plan PWS Paragraph 3.1.b Incorporated into the Contractor Work Plan. See sample Fire Plan (Attachment 5)

Within seven (7) calendar days after contract award

Contracting Officer’s Representative

Contractor Quality Control Plan

Incorporated into the Contractor Work Plan. The Contractor shall develop and maintain a QCP to ensure services are performed in accordance with this PWS.

Within seven (7) calendar days after contract award

Contracting Officer’s Representative

FS Overload Permits

PWS 3.1.b Incorporate into Contractor Work Plan

Within seven

(7) calendar days after contract award

Contracting Officer’s Representative

Storage Plan PWS 4.0 Property Incorporate into Contractor Work Plan.

Within seven

(7) calendar days of 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)

8.0 Security Requirements

9.0 Data Rights

10.0 Section 508 – Electronic and Information Technology Standards