ATTACHMENT 1 - Statement of Work - 2025HinerSpringQuarryDevContract.pdf

SECTION C – DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK

C-1 Scope of the Contract

This project consists of the following major items of work on the Blanco Ranger District:

Mobilization

Soil erosion and pollution control work.

Drainage excavation on pit access road.

Controlled rock blasting may be required for production and oversize material.

Produce and stockpile aggregate surface course gradation (FSSS 703-3 Table).

The Government estimates a swell factor of 30% (in-place to crushed), and loss factors of approximately 5% in stockpiling and 20% in crushing. The quantities shown in the schedule of items do not include losses for stockpiling and crushing and are final accepted material quantities.

Approximately 24,000 cubic yards of surface course gradation (FSSS 703-3) aggregate may be ordered. Material will be produced and stockpiled using crushing and screening methods. Partial quantities from the base and/or option item(s) may be ordered. Controlled blasting is anticipated and may be required for production and oversize material. The quarry will be developed within the existing disturbance, and no new clearing or grubbing of vegetation is expected to take place for this work. Soil erosion and pollution control work will be performed. Two cross ditches with lead outs will be constructed on the pit access road. Rounding of cut slopes and final shaping of the pit area to drain shall be completed prior to final acceptance. See the Plans and specifications (attached in section J) for additional details.

C-2 Project Location

The Hiner Spring Quarry is located off Forest Road 601.1 (Blair Mountain), approximately 1.12 miles South-East from the intersection of Forest Road 245.1 (Buford – New Castle).

Latitude; 39.8374358, Longitude; -107.5649245

From New Castle, Colorado, turn North on 7th street and continue onto county road 245 for 29.1 miles. Turn Right onto Forest Road 601 towards Meadow Lake and continue for 1.3 miles and turn left onto the Hiner Spring Quarry access road.

See the project drawings for additional location details.

C-3 Applicable Specifications and Material Certifications Listed

1. Applicable Specifications

References to Standard Specifications in the contract refer to the FP-14, Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, or superseding document adopted by the Forest Service, attached by reference.

The Special Project Specifications (Forest Service Supplemental Specifications) are physically attached in Section J. All requirements contained on the Specification List are hereby made a part of this solicitation and any resultant contract.

Any modification of other items, designs, materials, products, or equipment (including Government-Furnished Property), made necessary because of a substitution, will be the responsibility of the Contractor without adjustment in contract price or time. The Contracting Officer's approval of any substitute will not affect the Contractor's responsibility for such modification. Any and all substitutions will be requested by the Contractor after award of the contract has been made. No approvals will be made prior to award.

2. General Guidelines for Submittals:

Work requiring submittals shall not begin until submittals have been approved.

Submittals shall include:

Date and Revision Dates Project Name and Contract Number Names of Contractor, Subcontractor, Supplier, and Manufacturers Field Dimensions and Relation to Adjacent Structures Contractor's stamp, initialed or signed, certifying review of submittal, verification of field measurement and compliance with contract documents.

Samples:

Physical examples shall illustrate materials, equipment, or workmanship, and establish standards by which completed work shall be judged. Samples shall be of sufficient size and quantity to illustrate the functional characteristics of product or material, with integrally related parts and devices.

Manufacturer's requirements:

Supply manufacturer's catalog sheets or brochures with diagrams, schedules, or performance charts.

Illustrations shall be clearly marked to identify pertinent materials or models, dimensions, and clearances required. Supplement standard drawings to provide information unique to this project.

Approval or Rejection Time Allowance:

Submittals will be reviewed and either approved or rejected within 7 calendar days of their receipt by the Contracting Officer or COR unless otherwise noted.

3. Material Certifications, Testing Reports & Other Submittals:

As required by the contract.

Brief Title Basic

Reference Detailed Requirements Section

Number Of Copies To Section

Allowable Time for Government Approval After Total Submittal (Days)

Weekly certified payrolls FAR 52.222-8 “ 1 1 Project work schedule FAR 52.236-15 “ 1 7 Road oversize/overweight permit(s)

36 CFR 261.12 &

H-4 “ 1 7

Traffic control plan FSSS 156 156.03 1 7

Soil erosion and sediment control plan

FSSS 157 &

AGAR

452.236-74 157.04 1 7

Qualifications for approved personnel (blasting) FP-14 205 205.04 1 14

Brief Title Basic Reference

Detailed Requirements Section

Number Of Copies To Section

Allowable Time for Government Approval After Total Submittal (Days)

Blasting plan FP-14 205 205.05 1 14 Plan of operation FP-14 314 314.04 1 7 Surface course gradation material sampling and testing FP-14 703 FSSS 703.05 1 7 Fire plan J-1 “ 1 7