1. Statement of Work.pdf

US Department of Agriculture (USDA)

STATEMENT OF WORK

TROPICAL STORM HILARY DAMAGE REPAIR

Contents Project General Information

1.0 Scope of Work

2.0 Background

3.0 Location

4.0 Estimated Start Date / Period of Performance

5.0 Drawings and Specifications

6.0 Restrictions on Work

6.0 Camping and Housing

7.0 Required Submittals

Contractor Requirements

8.0 Technical Requirements / Tasks

9.0 Government Furnished

10.0 Deliverables / Schedule

11.0 Travel

12.0 Contractor’s Key Personnel

Project

Tropical Storm Hilary Damage Repair

General Information

1.0 Scope of Work

The purpose of this contract is to repair Forest Service Roads 1N02, 1N05, 1N17 (South Fork Campground) damaged by Tropical Storm Hilary. Work items for the following National Forest System Roads [NFSRs] include:

• No. 1N02 Removal and replacement of asphalt concrete, excavation and embankment construction, placing aggregate base, and installing grouted riprap

• No. 1N05 Remove debris, grade road, excavation and embankment construction, install rolling dips, and removal and install corrugated metal spillway assembly

• No. 1N17 Remove debris, excavation and embankment construction, place aggregate base, roadway obliteration and placing asphalt concrete

2.0 Background

In August 2023, Tropical Storm Hilary came through San Bernardino National Forest and damaged several roads and a campsite. The current state of the area is:

• No. 1N02 An asphalt water crossing was scoured by Cienaga Seca Creek several 10 foot drop offs.

• No. 1N05 The road was scoured by Heart Bar Creek and a nearby seasonal creek. This washed out several culverts and overside drains.

• No. 1N17 The first paved loop in the campground has rock debris and a clogged culvert. The second paved loop in the campground was scoured by the Santa Ana River causing a 10 foot drop off.

The vision of the future for these damaged sites is:

• No. 1N02 The asphalt crossing will be repaired and grouted riprap will be installed on downstream side.

• No. 1N05 The road will need to be filled and graded. The culverts will be replaced by rolling dips and native low water crossings. The overside drains will be replaced and debris removed.

• No. 1N17 In the first paved loop debris removed, ditch to culvert restored, and culvert cleaned out. In the second paved loop, the existing loop will be obliterated, and a new asphalt loop will be created.

3.0 Location

Locations of the work site are at coordinates:

• No. 1N02 1N02 M.P. 0.10: 34.1615, -116.7847

• No. 1N05: 1N05 M.P. 0.07: 34.1484, -116.7709

1N05 M.P. 0.65: 34.1479, -116.7791 1N05 M.P. 0.79: 34.1474, -116.7811

• No. 1N17: 1N17 M.P. 0.2: 34.1615, -116.7847 1N17 M.P. 0.4: 34.1684, -116.8233

Work site locations can also be viewed on Georeferenced TS Hilary ERFO Map.

4.0 Estimated Start Date / Period of Performance

Period of performance: 60 days Start Date: October 2025

5.0 Drawings and Specifications

The requirements contained in these specifications are hereby made a part of this solicitation and any resultant contract. Forest Service Supplemental Specifications applicable to this contract are attached.

[X] Construction Standard Institute (CSI) specifications These specifications are physically incorporated in the solicitation.

Attachments:

• FHWA FP-14 available online

• Construction Drawing: TS ROAD PLANS_1N02_1N05_05-01-2025

• Construction Drawing: TS ROAD PLANS_1N17 05-01-2025

6.0 Restrictions on Work

• Work hours are limited to non-holiday weekdays, Monday – Friday, dawn to dusk

• In accordance with the fire plan.

• When the Contracting Officer (or designated representative) determines that adverse weather has made access too dangerous or that continued vehicular travel would cause unacceptable road damage.

• Contractor is responsible for the security of their tools and equipment at all times.

• All trash and loose materials shall be secured by the contractor daily.

• The Contractor is responsible for installing sediment control devices, such as straw wattles, to prevent sediment runoff to nearby areas in accordance with Erosion Control Plan. Excavation work shall not commence until sediment control devices have been installed and approved by the COR.

• The Contractor shall not use Government trash facilities without the COR’S approval.

• All construction debris remains the property of the Contractor and shall be properly disposed of off National

Forest Land.

• The contractor will be able to utilize the Forest Service Roads; however, the Contractor will be responsible for any damage to the roads due to construction activities. The contractor shall be responsible for obtaining permission to use all other roads and staging areas.

6.0 Camping and Housing

Camping on Forest Service land by contractors is subject to restrictions concerning the number of individuals, the setup, and the location, and requires prior approval from the District. Contractor will be permitted to camp on US Forest Service land in Heart bar Campground and South Fork Campground. Camping on Forest Service land is not a right;

permission may be revoked for failure to comply with the terms of the permit.

7.0 Required Submittals

Section 15101 – Mobilization Section 15713 – Erosion Control Plan Section 20407 – Select Borrow, Compaction Method B, Finish Method A Section 25102-5 – Riprap, Class 5 Section 25209 – Geotextile, Type IV, D Section 30102 – Aggregate Base, Class 2 Section 40607 – Asphalt Concrete, CA State Dot, Type A Section 60101 – Concrete Grout Section 60601 – Spillway Assembly – 24” Overside Drain and 20’ Flume

Contractor Requirements

8.0 Technical Requirements / Tasks

The contractor shall be licensed to work on construction projects in the state of California and is responsible for obtaining and maintaining this license at no additional cost to the Government. For required tasks, refer to contract drawing and Specifications.

9.0 Government Furnished

Government furnished Yale and Masterlock Key will be provided and will need to be returned at the end of the contract.

Borrow embankment material is available at the Shay Pit east of Baldwin Lake. The contractor is responsible for loading and hauling material to the project site. Any other contractor sources must be approved by the CO prior to use.

10.0 Deliverables / Schedule

Refer to FP-14 Section 155 Schedule for Construction Contracts

11.0 Travel

Refer to FP-14 Section 151 Mobilization No additional payment will be made to the contractor for any travel incurred while being on the site for the duration of the project. This includes any pre-bid, pre-construction, or field observation meetings. The contractor's travel and lodging expenses are encompassed within the mobilization and overhead costs.

12.0 Contractor’s Key Personnel

The project superintendent must be present on-site at all times. They shall possess a comprehensive understanding of the contract, drawings, and specifications.

In addition to Clause 52.236-6, the following applies: The name and the specific authorities of the foreman or superintendent must be designated in writing to the Contracting Officer. The Contractor may use his/her own prepared letterhead stationery or a "Designation of Contractor's Representative" form available from the Contracting Officer. If the Contractor or the designee is not present when work is being performed on the contract, a Suspend Work Order may be issued with contract time continuing to run. The Contractor shall have a person on-site that is fully conversant in the English language.

Contractor is required to provide quality control personnel in accordance with FP-14 section 153.