Specifications and Schedule Of Items.docx

Devil’s BAER Aggregate Supply

SCHEDULE OF ITEMS

Item No.

Supplies/Services

Qty

Unit

Unit Price

Amount

Deliver and stockpile crushed aggregate tons

PERFORMANCE WORK STATEMENT (PWS)

Tiller Ranger District Aggregate Delivery Umpqua National Forest

PART 1 GENERAL INFORMATION

This is a non-personal services and supply contract to deliver and stockpile crushed aggregate rock to a site at Big Stump Quarry, located on Tiller Ranger District, Umpqua National Forest.

Directions to Big Stump Quarry: From Roseburg, take I-5 South for 22 miles. Take exit 98 towards Canyonville/Days Creek. Turn left onto 1st St. /Canyonville-Riddle Road and continue for 0.1 miles. Turn right onto SE Main St. and continue for 0.1 miles. Turn left onto SE 3rd St. and continue for 0.2 miles. SE 3rd turns into Douglas County HWY 1, continue for 19.4 miles. Douglas County HWY 1 turns into FN-30 / Tiller Trail HWY, continue for 3.1 miles. Turn left onto South Umpqua Road and continue for 5.2 miles. Turn right onto Jackson Creek Road / National Forest System Road 29 and continue for 8.8. At milepost 8.8, turn left on un-named spur and continue for 0.1 miles. You will arrive at Big Stump Quarry.

1.1 Description of Services: The contractor shall provide all personnel, equipment, tools, materials, supervision, and other items necessary to supply and stockpile crushed aggregate to the Big Stump Quarry, which is located in the Tiller Ranger District of the Umpqua National Forest.

1.2 Period of Performance: 01 May 2025 through 30 June 2025.

1.3 General Information:

1.3.1 Government Remedies: In the event that the contractor fails to perform satisfactory work or fails to correct non-conforming services/items, the Contracting Officer shall seek remedy in accordance with the contract clauses.

1.3.2 Safety Requirements: Prior to allowing any work to commence on the project, the Contractor shall submit a Safety Plan to the Contracting Officer Representative (COR) that is in accordance with OSHA Regulations. Such safety plan shall include all tasks and related activities anticipated to successfully complete the work. The safety plan shall include the Personal Protective Equipment (PPE) that the Contractor provides for his/her employees at no cost to them. It shall include how often the PPE is inspected to ensure that it is not defective or damaged. It shall include steps the Contractor takes to ensure that his/her workers are using the PPE on the worksite and what steps the Contractor uses if an employee is found to be working without the required PPE. The Contractor shall include any safety training he/she provides to his/her employees.

1.3.2.1 Job Specific Safety: Prior to the pre-work conference, the Contractor shall provide a written job specific safety plan that recognizes the inherently hazardous conditions that will exist on this contract. Some of these hazardous conditions are, but not limited to: blasting, heavy equipment operation, traffic control on haul routes, loading and unloading of materials, site security, noises and dust contract and the use of personal protective equipment (PPE) in the work area. The plan shall be in accordance with OSHA Regulations. The plan shall include all tasks and related activities anticipated to successfully complete the work.

1.3.2.2 Safety Items: (a) Data and information furnished or referred to below is for the Contractor's information. The Government shall not be responsible for any interpretation of or conclusion drawn from the data or information by the Contractor. This list shall not be deemed to be all inclusive. The Contractor shall bear the sole responsibility for taking all appropriate actions necessary to prevent accidents and injuries to individuals at the work site.

(b) The following checked activities have been identified by the Government as potential safety hazards.

[] Confined Entry Space.

[] Temporary excavation/deep trenching/slope stability. [] Tree Felling.

[] Fall hazard from work heights exceeding six feet. [] Blasting.

[] Traffic control on high-volume and/or high-speed and/or limited visibility roads.

[x] Heavy equipment operation.

[] Tree climbing and/or tower climbing.

[x] Fire hazards.

[] Hazard materials handling. [] Electrical hazard.

[x] Hydraulic and/or pneumatic and/or other high-pressure hazards. [] Mechanical hazards such as pulleys, springs, etc.

[] Power tool operation including eye protection. [] Overhead hazards.

1.3.2.3 Warning Signs and Restrictions: The Contractor shall be totally responsible for safety signing, barricades and other signing to maintain a safe site to the public and Government employees.

1.3.2.4 Fire Certification of Compliance: The Contractor shall certify compliance with specific fire precautionary measures included in the attached Fire Protection and Suppression Forms. The certification shall be provided to the COR at the pre-work conference, and shall be updated if at any time during performance the conditions change. The Government may conduct verification inspections to ensure Contractor's compliance.

1.3.3 Security Requirements:

1.3.3.1 Physical Security: The contractor shall be responsible for safeguarding all government property provided for contractor use. At the close of each work period, government facilities, equipment, and materials shall be secured.

1.3.3.2 Key Control: The contractor shall establish and implement methods of making sure all keys/key cards issued to the contractor by the government are not lost or misplaced and are not used by unauthorized persons. (Note: All references to keys include key cards.) No keys issued to the contractor by the government shall be duplicated. The contractor shall prohibit the use of government- issued keys by any persons other than the contractor's employees. The contractor shall prohibit the opening of locked areas by contractor employees to permit entrance of persons other than contractor employees engaged in the performance of assigned work in those areas or personnel authorized entrance by the Contracting Officer.

1.3.4 Contracting Officer's Representative (COR): The COR will be identified by separate letter. The COR monitors all technical aspects of the contract and assists in contract administration. The COR is authorized to perform the following functions: assure that the Contractor performs the technical requirements of the contract, perform inspections necessary in connection with contract performance, maintain written and oral communications with the Contractor concerning technical aspects of the contract, issue written interpretations of technical requirements (including Government drawings, designs, and specifications), monitor Contractor's performance, notifies both the Contracting Officer and Contractor of any deficiencies, coordinate availability of government furnished property, and provide site entry of Contractor personnel. A letter of designation issued to the COR, a copy of which is sent to the Contractor, states the responsibilities and limitations of the COR.

1.3.5 Pre-work Conference: The Contractor shall meet with the Government to discuss contract terms and work performance requirements, Work Progress Schedule, Safety Plan, and Fire Prevention and Suppression plans. It will be scheduled within 10 days after the date of contract award. The conference will be held at the project site.

The Contractor designated representative or foreman (whomever the Contractor will have on the site) shall be present at the prework conference.

1.3.6 Contractor's Representative: The contractor shall have a representative on site that is conversant in the English language and able to read and understand the contract.

PART 2 CONTRACTOR FURNISHED ITEMS

2.1 General Information: The Contractor shall furnish all supplies, equipment, and facilities required to perform work under this contract.

2.2 Equipment:

2.2.1 Motorized Equipment: Use of motorized equipment other than hand-held equipment such as power saws and brush cutters will not be permitted off designated roads in the project area without approval of the Contracting Officer or as provided elsewhere herein.

2.2.2 Washing of Equipment: Pollutants such as fuels, lubricants, bitumen, raw sewage, and other harmful materials shall not be discharged on the ground; into or nearby rivers, streams, or impoundments; or into natural or man-made channels. Wash water or waste from concrete or aggregate operations shall not be allowed to enter live streams prior to treatment by filtration, settling or other means sufficient to reduce the sediment content to not more than that of the stream into which it is discharged.

The Contractor shall wash all equipment, except for hauling vehicles prior to entering National Forest Land. Remove all soil which could contain noxious weed seed, to entering National Forest Land. Remove grease and oil from drive mechanisms which would be discharged into the stream when equipment is operating. Prior to transporting equipment to the site, assure that the equipment's hydraulic, lubrication, and fuel systems are free from leaks.

2.2.3 Control of Material: All material (e.g., soil, gravel, sand, borrow, aggregate, and etc.) transported onto National Forest System Land or incorporated into the work shall be weed-free. The Contracting Officer may request written documentation of methods used to determine the weed-free status of any and all materials furnished by the contractor. Contractor-provided expertise and methods to establish weed-free status must be appropriate for the weeds of concern in the local area.

PART 3 SPECIFIC TASKS

3.1 Delivery and Placement of Specified Rock:

The contractor shall stockpile rock in designated area as identified on Big Stump Quarry Graphic in a manner that will not encroach on trees, roads, and other facilities.

3.1.1 Deliver the following:

· Build aggregate stockpiles in designated area as identified on Big Stump Quarry Graphic, in layers not to exceed 36 inches in thickness and maximum height of 15 feet. Make the side slopes of each layer no flatter than 1V:1.5H. Spread aggregates with trucks or other approved pneumatic-tire equipment. Complete each layer before depositing aggregates on the next layer. Do not allow aggregates from the layer being built to run down over lower layers. Do not drop aggregates from a bucket or spout in one location to form a cone-shaped pile. Do not push aggregates into piles. Make the stockpiles neat and regular in shape.

· Use plank runways or other suitable methods to avoid tracking dirt or other foreign matter onto the stockpiled material when operating trucks on stockpiles.

· Space stockpiles far enough apart or install partitions to prevent the mixing of aggregate gradations.

· 2 inch minus Grading Designation C. see Table 1

· Furnish hard, durable particles or fragments of crushed stone, crushed slag, or crushed gravel conforming the following:

AASHTO T 104

(9) Free from organic matter and lumps or balls of clay

Do not use material that breaks up when alternately frozen and thawed or wetted and dried.

Do not furnish material that contains asbestos fibers.

Obtain the aggregate gradation by crushing, screening, and blending processes as necessary. Fine aggregate, material passing the No. 4 sieve, shall consist of natural or crushed sand and fine mineral particles.

Table 1 Target Value Ranges for Surface Gradation

Grading Designation

C

1½ inch

½ inch

No. 40

( ) The value in the parentheses is the allowable deviation () from the target values.

3.1.2 Final Cleanup: Before final acceptance, all areas occupied by the Contractor in connection with the work shall be cleaned of all contractor's rubbish, excess materials, temporary structures, and equipment, and all parts of the work area shall be left in a neat and presentable condition.

PART 4

ATTACHMENT / TECHNICAL EXHIBIT LISTING

4.1 Attachment List:

4.1.1 Attachment 1 – Fire Protection and Suppression Forms

4.1.2 Attachment 2 – Vicinity Map

4.1.3 Attachment 3 – Big Stump Graphic

4.1.4 Attachment 3 – Wage Determination

(End of Performance Work Statement)