ATCH-1_11240BE24Q0115_MAL_PWS.pdf

1240BE24Q0115

US Department of Agriculture (USDA)

Performance Work Statement

Road Maintenance Service for the Malheur National Forest

Solicitation: 1240BE24Q0115 Contract:

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

9.0 Data Rights

10.0 Section 508 – Electronic and Information Technology Standards Enclosures

Project Road Maintenance Service for the Malheur National Forest

General Information

1.0 Scope of Work

The Malheur National Forest requires roadway service maintenance service (811) on an estimated total of 130.8 base miles and 194.19 optional miles of single and double lane roads throughout the Malheur National Forest.

Compaction with a vibratory roller is required. See PWS Paragraph 3, Specified Tasks.

2.0Background

2.1 Project Location: The project is throughout the Malheur National Forest.

Malheur National Forest 431 Patterson Bridge Road John Day, OR 97845

(541) 575-3000 Attn: Bradley Parret, 541-620-0879, bradley.parret@usda.gov

2.2 Period of Performance

Base Period: 15 September 2024 to 30 September 2025 Option Period One: 15 September 2024 to 30 September 2025 Option Period Two: 30 September 2025 to 31 October 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 Malheur National Forest within the scope of this contract.

3.1.b. Contractor Quality Control Program: The Contractor shall develop and maintain a QCP to ensure services are performed in accordance with this PWS. The QCP document or plan must be forwarded to and accepted by the CO. The Contractor shall develop and implement procedures to identify, prevent, and ensure non-recurrence of deficiencies. The Contractor’s QCP is the means by which the Contractor ensures that work complies with the requirements of the contract. The QCP shall be delivered to the CO within 14 calendar days of award. After acceptance of the QCP the Contractor shall receive the Contracting Officer’s acceptance in writing of any proposed change to the QCP. (Deliverable 01)

3.1.c Contractor Work Plan: The contractor shall submit a work plan for acceptance to the COR within 14 calendar days of award. At a minimum the work plan shall include: 1) Timeline. 2) Essential equipment 3) Traffic Control Plan iaw FSSS 156. 4) Safety Plan. 5) Fire Plan. (Deliverable 02)

3.2. Specific Tasks: The contractor shall provide road surface maintenance on the Malheur National Forest road system. Services shall include Roadway Surface Maintenance 811, maintenance level 4 and 5.

mailto:bradley.parret@usda.gov

Existing conditions in the Blue Mountain Ranger District: Unpaved roads have historically been maintained at maintenance levels 2 and 3. Generally every third year. Compaction with a vibratory roller is required. There may be logging operations on the northern end of BMRC. Annual rainfall is 10.5 inches and summer months.

Ground moisture is variable and is susceptible to season, elevation and aspect.

The following establishes the required tasks and the minimum acceptable levels of service.

3.2 Roadway Surface Maintenance Level 4 and 5, Standard 811 (1) Provide Road Surface Maintenance for an estimated 130.8 miles of single lane roads in the base period as depicted in chart 3.2.1. An estimated 164.42 Miles of single lane roads in the option periods as depicted in charts 3.2.2 and

3.2.3. (See PWS ANNEX A, BMRD-ECRD Map).

Note: Water and Vibratory Roll: Roads should be worked with a suitable moisture content for blading and rolling. If the contractor elects to do the work in naturally damper conditions, then the road will naturally have suitable moisture and not need additional watering. If the contractor does the work in dry conditions, then additional watering will be required. All roads on the contract are to be compacted with a roller. Though not all roads will necessarily need to be rolled with a vibratory roller. However, Contractors are advised that a vibratory roller will often be required to meet specifications.

BASE Period Chart

3.2.1 BMRD Road Surface Maintenance Level 4&5, Single Lane 811(01)

Road Number Lanes Specification Description Estimated

Miles 3940 1 811(01) MP 0.0 (Jct w/ HWY 395) - MP 6.54 (Jct w/ 3947) 6.54 3940 1 811(01) MP 8.2 (Jct w/ 3945) - MP 19.4 (Jct w/ HWY 395) 11.20 3970 1 811(01) MP 0.0 (Jct w/ HWY 395) - MP 4.21 (Jct w/ Cattleguard) 4.21

4020 1 811(01) MP 0.0 (Jct w/ CO RD 9) - MP 1.48 (Jct w/ End of Aggregate) 1.48

3955 1 811(01) MP 0.0 (Jct w/ CO RD 88) - MP 5.82 (Jct w/ 3955486) 5.82

3955 1 811(01) MP 8.37 (Jct w/3955741 ) - MP 13.21 (Jct w/ Forest Boundary) 4.84

3956 1 811(01) MP 0.0 (Jct w/ 3950) - MP 0.97 (Jct w/ 3956223) 0.97 3955741 1 811(01) MP 0.0 (Jct w/ CO RD 88) - MP 2.41 (Jct w/ 3950) 2.41

3945 1 811(01) MP 0.0 (Jct w/ CO RD 18) - MP 5.61 (Jct w/ 3940 ) 5.61 3660 1 811(01) MP 5.0 (Jct w/ 1800785) - MP 6.87 (Jct w/ CO RD 18) 1.87 3514 1 811(01) MP 0.0 (Jct w/ CO RD 35 ) - MP 10.19 (Jct w/ 3514554) 10.19 3690 1 811(01) MP 0.0 (Jct w/ CO RD 35 ) - MP 14.41 (Jct w/ 36) 14.41 2150 1 811(01) MP 0.0 (Jct w/ 21) - MP 14.57 (Jct w/ Aldrich Lookout) 14.57

2150070 1 811(01) MP 0.0 (Jct w/ 2150 ) - MP 3.88 (Jct w/ 2170) 3.88 2180 1 811(01) MP 0.0 (Jct w/ 21 ) - MP 7.41 (Jct w/ 24) 7.41

24 1 811(01) MP 0.0 (Jct w/ CO RD 64) - MP 25.7 (Jct w/ FS BNDY) 25.70 2490 1 811(01) MP 0.0 (Jct w/ 24 ) - MP 9.69 (Jct w/ End of Aggregate) 9.69

Base Period, Estimated Total Miles 130.80

OPTION Period One Chart 3.2.2 BMRD Road Surface Maintenance Level 4&5, Single Lane 811(01)

Road Number Lanes Specification Description Estimated

Miles 3900112 1 811(01) MP 0.0 (Jct w/ HWY 395) - MP 7.33 (Jct w/ End of Aggregate) 7.33

3950 1 811(01) MP 8.14 (Jct w/ CO RD 88) - MP 13.24 (Jct w/ End of RD) 5.10 3950832 1 811(01) MP 0.0 (Jct w/ 3950) - MP 1.45 (Jct w/ 3950847) 1.45 1800785 1 811(01) MP 0.0 (Jct w/ CO RD 18) - MP 4.0 (Jct w/ 3660) 4.00

2170 1 811(01) MP 3.82 (Jct w/ 2170070) - MP 4.65 (Jct w/ End of Aggregate) 0.83 2190 1 811(01) MP 0.0 (Jct w/ 21) - MP 1.59 (Jct w/ 2190280) 1.59

2100216 1 811(01) MP 0.0 (Jct w/ 21) - MP 1.5 (Jct w/ End of Aggregate) 1.50 2160 1 811(01) MP 0.0 (Jct w/ 21) - MP 6.3 (Jct w/ 2100115) 6.30

2160041 1 811(01) MP 0.0 (Jct w/ 2160) - MP 1.2 (Jct w/ McClellan Trail Head) 1.20 2100115 1 811(01) MP 0.0 (Jct w/ 21) - MP .36 (Jct w/ 2160) 0.36

2140 1 811(01) MP 0.0 (Jct w/ 21) - MP .59 (Jct w/ 2140068) 0.59 2400338 1 811(01) MP 0.0 (Jct w/ 24) - MP 4.2 (Jct w/ 6370) 4.20

6370 1 811(01) MP 0.0 (Jct w/ CO RD 63) - MP 16.3 (Jct w/ South Fork Rd) 16.30 Option Period One, Estimated Total Miles 50.75

OPTION Period Two Chart 3.2.3 EMRC Road Surface Maintenance Level 4&5, Single Lane 811(01)

Road Number Lanes Specification Description Estimated Miles

1705000 1 811(01) MP 0.0 (Jct w/ 17) - MP 14.95 (Jct w/ 2850) 14.95 2800000 1 811(01) MP 18 (Jct w/ 2800295) - MP 29.69 (Jct w/ 17) 11.69 2820000 1 811(01) MP 0.0 (Jct w/ 28) - MP 14.74 (End of gravel) 14.74 2840000 1 811(01) MP 0.0 (Jct w/ 28) - MP 5.2 (Jct w/ HWY 395) 5.20 3700000 1 811(01) MP 16.65 (Jct w/ 3700410) - MP 21.81 (Jct w/ 3746) 5.16 3750000 1 811(01) MP 0.0 (Jct w/ 37) - MP 5.24 (Jct w/ 47) 5.24 4100000 1 811(01) MP 33.66 (Jct w/ 45S) - MP 41.8 (Jct w/ CO RD 69) 8.14 4155000 1 811(01) MP 0.0 (Jct w/ 41) - MP 2.14 (Jct w/ 4370) 2.14 4300000 1 811(01) MP 21.3 (Jct w/ 4385) - MP 24.2 (Jct w/ 41) 2.90 4365000 1 811(01) MP 0.0 (Jct w/41) - MP 2.96 (Jct w/ 43) 2.96 4370000 1 811(01) MP 0.0 (Jct w/ 43) - MP 5.13 (Jct w/ 41) 5.13

4500000S 1 811(01) MP 0.5 (Jct w/ Silver Creek Bridge) - MP 23.8 (Jct w/ 41) 23.30 4540000 1 811(01) MP 0.0 (Jct w/ 45S) - MP 7.58 (Jct w/ 45S) 7.58 4545000 1 811(01) MP 0.0 (Jct w/ 4540) - MP 4.54 (Jct w/ 4515) 4.54

Option Period Two, Estimated Total Miles 113.67

Standard: The contractor shall ensure potholes and washboards are removed from road surface, crown, in-slope or out-slope is uniform (3% is typically acceptable); road surface material contains sufficient moisture (is not too wet or too dry to achieve compaction); bridge decks on permanent bridges are clean of rock and dirt generated from grading operations; and road segments being graded are no longer than 1 mile in length. Berms created during grading operations are removed from the roadway prior to the end of each day’s work and not left in place overnight. Provide smooth approaches to cattleguards and do not place material in cattleguards while grading.

Work shall comply with Acceptable Quality Levels 811 (1), listed in the Quality Assurance Surveillance Program (QASP) at Attachment 2.

Acceptable Quality Level (AQL) 95%

3.3 Roadway Surface Maintenance Level 4 and 5, Standard 811 (2) Provide Road Surface Maintenance for an estimated 29.77 miles of double lane roads on the Malheur National Forest. Roads depicted in charts 3.3.1. See PWS ANNEX A, BMRD-ECRD Map.

Note: Water and Vibratory Roll: Roads should be worked with a suitable moisture content for blading and rolling. If the contractor elects to do the work in naturally damper conditions, then the road will naturally have suitable moisture and not need additional watering. If the contractor does the work in dry conditions, then additional watering will be required. All roads on the contract are to be compacted with a roller. Though not all roads will necessarily need to be rolled with a vibratory roller. However, Contractors are advised that a vibratory roller will often be required to meet specifications.

OPTION Period Two Chart 3.3.1 EMRC Road Surface Maintenance Level 4&5, Double Lane 811(02)

Road Number Lanes Specification Description Estimated Miles

2800000 2 811(02) MP 8.3 (Jct w/ FS Bndry) - MP 18 (Jct w/ 2800295) 7.50 3700000 2 811(02) MP 6.86 (Jct w/ 3770) - MP 16.65 (Jct w/ 3700410) 9.79 4300000 2 811(02) MP 16 (Jct w/ 4365) - MP 21.3 (Jct w/ 4385) 5.30

4500000S 2 811(02) MP 0.0 (Jct w/ CO RD 138) - MP 0.5 (Jct w/ Silver Creek Bridge) 0.50

4700000 2 811(02) MP 30.72 (Jct w/ End of Asphalt) - MP 37.4 (Jct w/ beginning of

BST) 6.68

Estimated Total Miles 29.77

Standard: The contractor shall ensure potholes and washboards are removed from road surface, crown, in-slope or out-slope is uniform (3% is typically acceptable); road surface material contains sufficient moisture (is not too wet or too dry to achieve compaction); bridge decks on permanent bridges are clean of rock and dirt generated from grading operations; and road segments being graded are no longer than 1 mile in length. Berms created during grading operations are removed from the roadway prior to the end of each day’s work and not left in place overnight. Provide smooth approaches to cattleguards and do not place material in cattleguards while grading.

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

Acceptable Quality Level (AQL) 95%

4.0 Property

4.1 Government Furnished

(a) The Contractor, with the written approval of the Contracting Officer, may use on the project suitable stone, gravel, and sand, or other material found in the excavation. Payment will be made both for the excavation of such materials at the corresponding contract unit price and for the pay items for which the excavated material is used. The Contractor shall replace without additional compensation sufficient suitable materials to complete the portion of the work which was originally contemplated to be constructed with such material.

(b) Materials produced or processed from Government lands more than the quantities required for performance of this contract are the property of the Government. The Government is not obligated to reimburse the Contractor for the cost of their production.

4.2 Contractor Property

(a) The contractor may store equipment and materials within the Malheur National Forest as approved by the COR.

The contractor shall submit an equipment and materials storage to the COR for approval within 14 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 Paragraph 3.1.c. 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

(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 14 calendar days of award. (Deliverable 04)

8.0 Security Requirements

9.0 Data Rights

10.0 Section 508 – Electronic and Information Technology Standards

Attachments:

PWS ANNEX A, BMRD-ECRD Map