140R3026Q0032_-_Attachment_1_-_Statement_of_Work.pdf

Statement of Work Yuma Area Office Yuma Valley Levee Road Repair Yuma County, Arizona Bureau of Reclamation – Lower Colorado Basin Region February 2026

U.S. Department of the Interior

Table of Contents

Acronyms and Abbreviations

1. Background

2. Location

3. Site Conditions

4. Objective

5. Period of Performance

6. Project Description

A. Preparatory Work

B. Roadway Repair Activities

1. Saw cutting the Perimeter of Damaged Asphalt

2. Removal and Legal Disposal of Damaged Asphalt

3. Inspection and Preparation of Base Material

4. Surface Cleaning and Tack Coat Application

5. Placement and Compaction of Asphalt Concrete Pavement

6. Installation of Shoulder Material

7. Temporary and Permanent White Edge Line Striping

7. Description of Tasks

7.1 - Assign Key Personnel and Qualified Staff

7.2 - Environmental Compliance

7.3 - Project Coordination Meetings

8. Construction Plan

9. Safety and Health

9.1 - Prepare Safety Program and Job Hazards Assessment (JHA)

9.2 - Contractor’s Onsite Safety Representative Qualifications

9.3 - Implement Safety Program

10. Mobilization and Demobilization

10.1 - Assemble personnel, Equipment, and Materials

10.2 - Civil Sitework

10.3 - Temporary Utilities

10.4 – Demobilization

11. Traffic Control

12. Hauling

13. Miscellaneous Requirements

13.1 - Field Quality Control

13.2 - Coordination of Work with Others

13.3 - Site Security

14. Submittals

14.1 General

14.2 Table 2 – List of Submittals

14.3 Submittal Procedures

14.4 Review of Submittals

15. Quality Assurance

16. References

Acronyms and Abbreviations

ANSI American National Standards Institute

ASTM American Society for Testing and Materials

ADOT Arizona Department of Transportation

CPR Cardiopulmonary Resuscitation

FAR Federal Acquisition Regulation

FHWA Federal Highway Administration

NTP Notice to Proceed

OSHA Occupational Safety and Health Administration

RSHS Reclamation Safety and Health Standards

1. Background The Bureau of Reclamation (BOR) Lower Colorado Basin Region Yuma Area Office (YAO) manages facilities and structures in Arizona and California. YAO is responsible for operating and maintaining levee infrastructure along the Lower Colorado River Basin.

The Yuma Valley Levee is crucial for operations, maintenance, and emergency response. Recent inspections identified localized asphalt damage likely due to heavy agricultural equipment, such as chisel plows, operating adjacent to or crossing the levee road. These impacts have compromised the pavement structure, creating unsafe conditions for BOR vehicles and other users. This project aims to address these issues by repairing the damaged asphalt and restoring the public road to a safe and serviceable condition.

2. Location The 365-foot section of damaged asphalt concrete pavement on the Yuma Valley Levee Road is situated approximately half a mile west of the intersection of Figueroa Road and Yuma Valley

Levee Road in Yuma, Arizona.

3. Site Conditions The weather in Yuma County, Arizona is characteristic of the desert southwest. Summer temperatures can reach highs of 120 degrees Fahrenheit, with nighttime lows dropping into the low 80s. A temperature variation of up to 50 degrees Fahrenheit can occur within a 24-hour period. Late fall and winter temperatures are typically mild, though there is a slight possibility of freezing conditions during late winter months. Strong winds and dust storms may occur throughout the year, predominantly during spring months. Thunderstorms and flash floods are a possibility during the monsoon season in late summer (August and September). Precipitation is also possible in late winter and early spring, with an average annual rainfall of approximately 3 inches. Both overhead and underground utilities are located near and at the existing job site. It is imperative that special precautions be observed, and all such utilities must be identified prior to commencing work.

Should unidentified utilities be encountered, all work shall cease until the Contracting Officer’s

Representative (COR) has been informed and the utility properly identified. The contractor is not permitted to resume work until authorization is granted by the Contracting Officer (CO).

4. Objective Contractor shall provide all necessary labor, materials, equipment, and incidentals to repair and restore the functionality, safety, and durability of the Yuma Valley Levee Road. The work may consist of, but is not limited to, implementing a safety program, establishing traffic control, performing quality control testing, removing damaged asphalt, repairing the underlying base, preparing the surface, applying tack coat, placing and compacting hot-mix asphalt, installing shoulder material, and completing site cleanup. All work shall be performed in compliance with

Bureau of Reclamation standards and completed within a 46-calendar-day period.

5. Period of Performance The Contractor must finish all tasks within 46 calendar days from the contract award date. NTP will be issued after the preconstruction documents are approved as listed in Table 2. Any significant delays caused by adverse weather conditions must be submitted for review and approval by the CO.

6. Project Description The Contractor shall furnish all labor, materials, equipment, and incidentals necessary to perform the following tasks:

A. Preparatory Work In accordance with Table 2 – List of Submittals develop and submit the preconstruction submittals that include but are not limited to the following: Safety Program, Job Hazard Analysis (JHA), Construction Plan, Project Schedule, material submittals, and any required permits. Ensure compliance with security and environmental requirements.

B. Roadway Repair Activities

The Contractor shall perform all work necessary to restore the damaged roadway to its original functionality, safety, and structural integrity. Work shall comply with USBR, and FHWA FP-24 Standard Specifications, applicable ASTM standards, and project-specific requirements. The area to be repaired is an existing road, Yuma Valley Levee Road.

Repair activities include saw cutting, removal and disposal of damaged asphalt, inspection and preparation of base material, surface cleaning and tack coat application, placement and compaction of asphalt concrete pavement, installation of shoulder material, and temporary and permanent white edge line striping.

1. Saw cutting the Perimeter of Damaged Asphalt The Contractor shall begin by saw cutting the perimeter of the damaged asphalt pavement to establish clean, straight edges for removal and replacement. Sawcut shall extend through the full depth of the existing asphalt layer and follow straight alignments, incorporating right angles only where indicated on the plan set, to ensure clean, uniform joints and prevent feathered or irregular edges. Saw cutting shall be performed using approved equipment and methods in accordance with FP-24 Section 418 – Asphalt Concrete Pavement Patching.

2. Removal and Legal Disposal of Damaged Asphalt Following saw cutting, the Contractor shall remove all distressed asphalt material within the defined limits by approved methods. Removed material shall be segregated from other waste streams and transported to an approved disposal facility in compliance with federal, state, and local regulations. Disposal manifests shall be submitted to the Contracting Officer’s Representative (COR) within seven (7) calendar days of disposal. The Contractor shall ensure that no debris remains on the roadway or adjacent areas, and all operations shall conform to FP-24 Section 418.

3. Inspection and Preparation of Base Material Following removal of the existing asphalt, the Contractor shall notify the on-site BOR inspector to perform a joint inspection of the exposed base material. Work shall not proceed until the on-site BOR inspector verifies the base is free of unsuitable material (saturated soils, clay pockets, or organic matter). Any unsuitable material identified during inspection shall be removed and replaced with supplemental Aggregate Base Course (ABC) using narrow-trench equipment.

Prior to placing supplemental material, the exposed base shall be scarified to a depth of 2-inches to eliminate glazing and facilitate interlock. All supplemental ABC shall conform to FP-24 Section 703.05(b), Gradation D, placed in horizontal lifts not exceeding 4 inches in compacted thickness. Moisture shall be maintained at ±2% of Optimum (SSD condition) throughout compaction. Each lift shall be compacted to 95% of Maximum Dry Density (AASHTO T-180), with density verified by nuclear gauge at a frequency of one test per 50 linear feet, specifically targeting each 90-degree step transitions.

4. Surface Cleaning and Tack Coat Application Prior to asphalt placement, the Contractor shall clean the prepared pavement surfaces using a self-propelled power broom or vacuum sweeper to remove all dust and debris. The aggregate base shall be moisture-conditioned to a Saturated Surface Dry (SSD) state, maintaining a moisture content within 2% of Optimum (AASHTO T-180), to prevent binder absorption into the base. A tack coat (Grade CSS-1h or approved equivalent) shall be applied uniformly to all contact surfaces. Vertical faces of sawcut existing asphalt shall receive a uniform application of tack coat at a residual rate of 0.15 gal/yd² to ensure a watertight seal at the longitudinal cold joint, in accordance with FP-24 Section 412 – Tack Coat. The tack coat shall be allowed to fully break and cure until it is no longer "tacky" to the touch and does not track under construction equipment. The Contractor shall perform daily yield checks to verify application rates and submit these records, along with curing times and weather conditions, to the Contracting Officer’s Representative (COR) within 24 hours.

5. Placement and Compaction of Asphalt Concrete Pavement The Contractor shall submit a current ADOT-approved mix design for USBR CO review and approval, specifically an ADOT 409 Miscellaneous Structural Asphaltic Concrete 3/4-inch to 1/2-inch NMAS aggregate blend utilizing a PG 70-10 binder. Asphaltic concrete construction shall comply with FP-24 Sections 403 and 412. Asphalt shall be placed in two

(2) equal 1.5-inch compacted lifts for a total depth of 3 inches. Any mix delivered to the site or placed in the hopper at a temperature below 285 °F shall be rejected. Each lift shall be compacted to a minimum of 91% (Gmm) (FP-24 Section 403.17). A 30° Safety Edge shall be constructed concurrently with the final lift along the unpaved shoulder.

6. Installation of Shoulder Material The Contractor shall install shoulder material immediately following paving operations.

The shoulder shall consist of aggregate conforming to FP-24 Section 703.05(b), Gradation D. Material shall be placed as a structural backfill over the integrated 30° Safety Edge asphalt wedge. The aggregate shall be moisture conditioned to within ±2 percent of optimum and compacted to a minimum of 95 percent of the maximum dry density as determined by AASHTO T180 (Modified Proctor). The finished shoulder shall be constructed flush with the new asphalt edge to ensure positive drainage away from the roadway and prevent water infiltration into the pavement structure. All work shall comply with FP-24 Section 204 and project-specific requirements for earthwork and drainage.

7. Temporary and Permanent White Edge Line Striping The Contractor shall furnish all labor, materials, and equipment necessary to install a white edge line along the repaired section of the Road in strict accordance with FP-24 Section 634 (Pavement Markings). The edge line shall match the existing roadway specifications in color, width, and placement.

To prevent adhesion failure and discoloration caused by the outgassing of volatile compounds from fresh asphalt, the Contractor shall allow the newly placed asphalt to cure for a minimum of 14 calendar days prior to the application of permanent markings.

During this curing period, the Contractor shall install temporary pavement markings before opening the repaired lane to traffic. Temporary markings shall consist of Waterborne Traffic Paint conforming to FP-24 Section 718.13 or removable preformed pavement marking tape.

Upon completion of the curing period, the Contractor shall thoroughly clean the surface of all dirt, laitance, and loose aggregate. The permanent stripe shall be a solid white line, 6 inches in width, applied using Waterborne Traffic Paint (Type III) conforming to FP-24 Section 718.13. The paint shall be applied at a minimum wet film thickness of 15 mils (approximately 107 square feet per gallon). To ensure maximum retroreflectivity, Glass Beads shall be applied to the wet paint surface at a minimum rate of 6 pounds per gallon in accordance with FP-24 Section 718.14.

The edge line shall be placed 11 feet from the roadway centerline to ensure true alignment with existing roadway geometry. All striping operations shall be performed on a clean, dry surface when the ambient temperature is at least 50°F and rising. The Contractor shall protect freshly applied markings from traffic until the paint is fully track-free (typically 2–5 minutes for high-build paint). Traffic control shall be implemented during all striping activities in accordance with the Manual on Uniform Traffic Control Devices (MUTCD).

7. Description of Tasks

7.1 - Assign Key Personnel and Qualified Staff Project Manager (PM) – aside from responsibility for planning and execution of the project, the PM assigned by the contractor shall serve as the focal point to coordinate with the Contracting Officer (CO)/Contracting Officer’s Representative (COR) and other stakeholders.

Onsite Safety Representative - responsible for general oversight/compliance with OSHA/RSHS.

Construction Superintendent - Lead Construction Superintendent must have prior experience for at least two similar projects.

The contractor shall submit a list of key personnel as per Table 2 – List of Submittals, to be approved by the CO/COR.

7.2 - Environmental Compliance

The contractor shall adhere to the Yuma County Best Management Practices (BMPs). Contractor shall report any spills immediately to COR and comply with RSHS, Yuma County BMP documentation requirements.

Strict spill prevention measures shall be implemented during equipment operations to ensure that lubricants and other petroleum-based materials or debris do not enter the watercourse.

7.3 - Project Coordination Meetings The Project Manager (PM) is responsible for preparing and coordinating project meetings. This includes a preconstruction meeting, and subsequent weekly QC meetings.

8. Construction Plan The Contractor is required to prepare, submit, and implement the Construction Plan. This plan must be submitted by the Contractor and approved by the CO prior to the commencement of site work. It should include a construction schedule, personnel list, certifications and evidence of training, equipment list, and quality control plan. The Construction Plan shall detail, but is not limited to, the sequence of events, methodologies, shift schedule, subcontractors, and suppliers.

Government supervision of the project will be conducted only to the extent necessary to ensure that the technical requirements of the work conform to the established methods, procedures, and regulations outlined in the submitted Construction Plan. Supervision may be continuous or periodic in nature, depending on contract performance. In the event the Contractor fails or refuses to promptly comply with all Federal, State, and Local Safety and Health laws, regulations, codes, and standards, the CO may issue an order to suspend all or any part of the work. The failure of the

CO or COR to order the discontinuance of any or all of the Contractor’s operations does not relieve the Contractor of the responsibility for the safety of personnel and property.

The employee work schedule, including shift hours, must be included in the Construction Plan.

The work schedule shall exclude federal holidays, weekends, and nighttime work. Any changes to the work schedule must be reviewed and approved by the COR/CO prior to implementation.

9. Safety and Health

9.1 - Prepare Safety Program and Job Hazards Assessment (JHA) The Contractor is required to develop and submit a comprehensive Safety Program, tailored to the proposed work as outlined in this Statement of Work and in accordance with Table 2 - List of

Submittals. The submitted Safety Program and Job Hazard Analysis (JHA) must identify, evaluate, and control safety and health hazards, and will be subject to review and approval by the CO prior to the commencement of any onsite activities. For detailed guidance on the contents to be included in the Safety Program and JHA, refer to the RSHS. The Contractor is responsible for adhering to all applicable rules, regulations, and laws related to the safety and health of personnel, including environmental quality control. This responsibility encompasses all aspects of the Contractor’s operations, including mobilization and demobilization. Standards of approval will be based on compliance with all relevant RSHS and OSHA regulations.

9.2 - Contractor’s Onsite Safety Representative Qualifications The contractor is required to submit the qualifications of the following onsite safety representative(s) along with the key personnel list, in accordance with Table 2 - List of Submittals.

A competent supervisory employee with up-to-date safety and health-related training, possessing relevant experience and responsibilities on a minimum of three projects of comparable nature, size, and complexity to the current project.

1. OSHA Construction 30-Hour Training Course including applicable elective subjects, for example Concrete and Masonry Construction; Confined Space Entry; Cranes, Derricks, Hoists, Elevators, and Conveyors; Ergonomics; Excavations; Fire Protection and Prevention;

Materials Handling, Storage, Use and Disposal; Motor Vehicles, Mechanized Equipment and Marine Operations; Rollover Protective Structures and Overhead Protection; and Signs;

Signals and Barricades; Powered Industrial Vehicles; Safety and Health Programs; Scaffolds;

Steel Erection; Tools - Hand and Power; Welding and Cutting.

2. Valid certification in first aid and CPR.

3. Include resume with current telephone numbers of references, description of safety representative responsibilities, and copies of training certifications. Submit copies of certifications and resume for CO approval prior to NTP.

9.3 - Implement Safety Program Work shall be performed in compliance with the clauses in FAR 52.236-13 - Accident Prevention, WBR 1452.223-81- Safety and Health, with RSHS, OSHA, local safety programs, referenced safety and health standards, and the accepted program/plans.

The Onsite Safety Representative shall be responsible for general oversight and compliance with

RSHS/OSHA. Onsite Safety Representative leads preparation & implementation of the above-referenced documents ensuring conformance of Contractor personnel to the same. Contractor shall maintain on site proof of all training.

All site workers shall be familiar with Safety Program, JHA, and shall be given necessary training on their contents. The Contractor shall document all training of all site workers. Weekly safety meetings on construction safety topics are to be presented and documented by Onsite Safety

Representative for all site workers.

When safety or health violations are called to the Contractor’s attention by the CO or authorized representative, the Contractor shall immediately correct the condition. Such notice, either orally or in writing, when served on the Contractor or the Contractor’s designated onsite representative will be deemed sufficient. Oral notices will be confirmed to the Contractor in writing by the CO.

Specific signs, barricades, and flagmen requirements are detailed in OSHA (ANSI D6.1) and the

American National Standards Institute’s "Manual on Uniform Traffic Control Devices for Streets and Highways." Roads subject to interference by the work shall be kept open or suitable detours shall be provided and maintained by the Contractor. The Contractor shall provide, erect, and maintain all necessary barricades, suitable and sufficient flasher lights, flag persons, danger signals and signs, and shall take all necessary precautions for the protection of the work and safety of the public.

Roads closed to traffic shall be protected by effective barricades, warning, and detour signs. All barricades and obstructions shall be illuminated at night and all lights shall be kept on from sunset until sunrise.

In the event the Contractor fails or refuses to promptly comply with all Federal, State, and Local safety and health laws, regulation, codes, and standards the CO may issue an order to suspend all or any part of the work. When satisfactory corrective action is taken, an order to resume work will be issued. The Contractor shall not be entitled to any extension of time, nor to any claim for damage or to additional costs by reason of either the directive or the suspension order. Failure of the CO to order discontinuance of any or all of the Contractor’s operations shall not relieve the

Contractor of responsibility for the safety of personnel and property.

10. Mobilization and Demobilization

10.1 - Assemble personnel, Equipment, and Materials The contractor shall assemble qualified personnel, equipment, and materials needed for the work in accordance with the approved Construction Plan. Maintain equipment in continuous working order. A temporary laydown area near the site will be identified during the job walk.

10.2 - Civil Sitework Erect temporary fencing to secure the Contractor’s equipment laydown areas where needed, to include signage. Make temporary provisions to keep work areas dry. Supply porta-potty & refuse bins on site for Contractor personnel. Establish security measures to prevent unauthorized personnel from accessing the site and bring awareness to particular issues such as night work, potential for theft, or vandalism. Various means such as barricades, delineators, fencing should be employed to establish pathways for workers to perform tasks and prevent contact with the public. The Contractor is wholly responsible to store and safeguard equipment and materials at all times.

10.3 - Temporary Utilities

The contractor shall supply all utilities which includes but is not limited to water, electric, and fuel for the work designated in this Statement of Work. Provide temporary electrical hookup if desired & furnish generators for power loads throughout work areas. Provide sufficient fuel or power recharge capacity as applies. Plan a communication strategy to allow personnel to continuously maintain contact along entire work area; assemble equipment to do so. Government will provide water supply, not including water pumping equipment, for construction at no cost to the Contractor. Contractor shall coordinate water needs with BOR Water Contracts immediately upon award; application must be filed before mobilization; there will be no cost associated with application. Contractor will be responsible for all other methods required to load and deliver water to construction site.

10.4 – Demobilization The contractor shall remove all equipment, unused materials, and clean up the site. Repair any damage to the existing infrastructure returning it to baseline condition or better.

11. Traffic Control Traffic control is to meet the requirements of the Federal Highway Administration, Department of

Transportation’s Manual on Uniform Traffic Control Devices (MUTCD), latest edition.

The Contractor shall provide cones, delineators, concrete safety barriers, barricades, flasher lights, danger signals, signs, and other temporary traffic control devices as required to protect work and public safety. Flaggers and guards must also be provided as required to prevent accidents and damage to injury to passing traffic. Work shall not begin along public or private roads until proper traffic control devices for warning, channeling, and protecting motorists are in place with approved traffic plan.

Traffic flow maintenance and construction operations shall be designed to minimize obstructions and inconvenience to the public.

Roads that are closed to traffic shall be protected with effective barricades and warning signs.

Barricades and obstructions shall be illuminated from sunset to sunrise.

Traffic control devices shall be removed when no longer in use.

Submitted traffic control plan must meet all Federal, State, and Local requirements and shall be designed by the Contractor. Traffic Control Plan must be submitted and approved by CO/COR prior to commencement of work.

12. Hauling The Contractor shall perform all hauling operations in a manner so as not to cause damage to existing infrastructure. Haul material in a manner that will prevent spillage on public roadways, levees, and adjacent areas. Clean up spillage from streets, levees, and adjacent areas. Sediment and debris material may be temporarily stockpiled on an area approved by the CO while work is being conducted in the immediate area. The area that is being used for stockpile shall be closed according to the Traffic Control requirements and allow access for emergency vehicle to work area. During hauling activities, prevent the spread of dust and debris. The contractor will avoid the creation of a nuisance in the surrounding area in compliance with local statutes.

13. Miscellaneous Requirements

13.1 - Field Quality Control The Government will conduct field inspections and witness field tests specified in this Statement of Work. The Contractor shall conduct field quality control tests and provide labor, equipment, and incidentals required for testing. Be able to produce evidence, when required, that each item of work has been constructed properly in accordance with the project drawings and this statement of work.

13.2 - Coordination of Work with Others Contractors and subcontractors must conduct business in a professional manner that is consistent with industry standards in all regards including interactions with the public or other government entities. Any complaints of disrespectful behavior with the general public or other government agencies will be reported to the contracting officer.

In the event of an inadvertent discovery of archaeological or historical cultural resources, or human remains, all activities must cease in the area of the discovery. Immediate telephone notification of the discovery must be made to the YAO’s Environmental Group Manager at (928)

343-8100. In addition, all reasonable efforts to protect the discovery shall be made. This activity may resume only after Reclamation has authorized continuance.

13.3 - Site Security The Contractor shall restrict entrance of personnel and vehicles, including vehicles of subcontractors and suppliers, into project site and existing facilities. Entry shall be limited to the

Construction Work Area and all contractor and subcontractor employees must have proper identification. Maintain daily sign-in sheet of all site employees. Suppliers and delivery vehicles must be escorted onsite by the Contractor’s superintendent.

Vehicle identification is preferred, but not required. Distinguish work and personal vehicles.

All work is to be performed in areas that do not require access cards or keys to access the area.

Access cards and keys will not be issued for this contract.

Work area is in close proximity or along the US-Mexico border and is prone to border activity, in some cases could be dangerous. Report any suspicious activity, do not interfere with Border Patrol operations, and take necessary precautions to keep employees safe.

14. Submittals

14.1 General

Before beginning any work, the Contractor must submit a detailed Construction Plan for review and approval. This plan should outline the sequence of work activities and include copies of all required permits, haul routes, a safety program plan, and a quality control plan before commencing any on-site work.

The Contractor is responsible for providing all materials and performing all tasks necessary to furnish submittals to the government, in accordance with this paragraph, Table 2 - List of Submittals, and the requirements stated in the provisions, clauses, and paragraphs of the Statement of Work.

All submittals should be sent to the applicable addresses listed below or emailed to the Contracting Officer’s Representative and the Contracting Officer assigned to the project.

Required Submittal Number (RSN): Identifies items to be submitted together as a complete submittal.

Contracting Officer’s Representative Contracting Officer

Yuma Area Office, Attn: YAO-2310 Yuma Area Office, Attn: LC-10304

7301 Calle Agua Salada 7301 Calle Agua Salada

Yuma AZ 85364 Yuma AZ 85364

14.2 Table 2 – List of Submittals

RSN

Provision, clause, or paragraph

Submittals Required

No. of sets to be sent to: *

Due date/delivery time

CO

COR

1-1 1452.228-70 Certificate of Liability

Insurance 1 0 7 Days after Award, Before NTP.

I-2

52.222-8

Certified Payroll Reports and related / supporting documents

One business week after the completion of each weekly payroll period.

I-3

52.222-11

Subcontracts Standard

Form (SF) 1413 –

Statement of

Acknowledgement

a. Within 7 days after contract award. Before NTP.

b. Within 7 days after the award of any subsequently awarded subcontracts.

I-4

1452.204-70

Release of Claims (Form

DI-137); Releases the

United States of claims related to this contract

Prior to final payment and contract closeout.

I-5

FHWA FP-24

Section 155.

Construction Schedule and updates every week 1 2

7 days after Award;

before NTP.

I-6

Construction

Plan

Key personnel, equipment list /specs/ condition, quality control plan, record of baseline conditions, stockpiling/handling/ backfilling methods, haul routes.

Must be reviewed and accepted prior to commencing onsite work.

I-7

Safety and

Health (WBR

1452.223-81)

Contractor Safety

Program site specific for the project

Submitted, reviewed, and accepted before commencing onsite work, see RSHS.

I-8

Health (WBR

1452.223-81)

Job Hazard Analysis (JHA)

List, including details of risks faced during work on entire work site.

I-9

Traffic Control Plan

I-10

Monthly accident summary report

By the first day of each month. See paragraph 3.5.8 of

RSHS.

I-11

Cleaning and

Waste

Management, FHWA FP-24

Section 418

Waste production and disposal records

Within 7 days of waste disposal.

I-12

Cleaning and Waste Management, FHWA FP-24

Section 203

Hazardous waste manifest

I-13

Sustainability and

Environmental

Management

System (SEMS)

Form E Waste Diversion

Table

I-14

Construction

Materials, FP-24 Section

703.05(b), Gradation D.

Aggregate Base Course

(ABC)

I-15

Asphalt Concrete Pavement, ADOT Sec. 409

Asphalt Concrete

Pavement (ACP)

I-16

Contractor Quality Control, FHWA FP-24, Section 153

Quality control testing results

Third party quality control results within 24 hours of performed reoccurring testing.

I-17

As Built Drawings, FHWA FP-24, 104.06c

As-built Drawings

Prior to final payment and contract closeout

14.3 Submittal Procedures

1. Prepare in English

2. Label with contract number, title, and RSN.

3. Measurement Units: US Customary Units.

4. Provide a unique transmittal number for each submittal.

5. Submit only checked submittals. Submittals without evidence of Contractor's approval will be returned for resubmission.

6. Submit complete sets of required materials for each RSN as specified in “Submittals

7. Required” column in Table 2 - List of Submittals, within the time required. A complete set includes all listed items for RSNs with multiple parts.

8. Submit number of sets specified in “No. of sets to be sent to:” columns in Table 2 - List of

Submittals.

9. Include Contract number, RSN, Responsible code, number of sets, and identify as initial/resubmittal in transmittal letters.

10. For resubmittal of submittals not approved, mark changes such that they are readily identifiable and show revision date. Describe reasons for significant changes in transmittal letter. Resubmit returned submittals within 14 days after receiving comments, unless otherwise directed.

14.4 Review of Submittals

Submittal review will require 7 days for review of each submittal or resubmittal, unless otherwise specified. Time required for review of each submittal or resubmittal begins when complete sets of materials required for a particular RSN are received and extends through return mailing postmark date.

Submittals will be returned with status as follows:

One set of submittals required for action will be returned either approved, approved with comments, or not approved.

The Contractor shall furnish all materials and perform all work required for furnishing submittals to the government, in accordance with this paragraph, Table 2 - List of Submittals and the requirements in the provisions, clauses, and paragraphs of this Statement of Work.

15. Quality Assurance Contractor shall comply with ASTM and AASHTO standards for material testing. BOR reserves the right to perform random inspections and audits.

16. References ASTM International. (2012). Standard Test Methods for Laboratory Compaction Characteristics of

Soil Using Modified Effort (56,000 ft-lbf/ft³) (ASTM D1557-12e1). ASTM International.

ASTM International. (2019). Standard Test Method for Sieve Analysis of Fine and Coarse

Aggregates (ASTM C136/C136M-19). ASTM International.

Occupational Safety and Health Administration. (n.d.). Safety and Health Regulations for

Construction – Excavations (29 CFR 1926 Subpart P). U.S. Department of Labor.

Arizona Department of Transportation. (2023). Standard Specifications for Road and Bridge

Construction. ADOT.

Federal Highway Administration. (2024). Standard Specifications for Construction of Roads and

Bridges on Federal Lands (FP-24). FHWA.

Bureau of Reclamation. (2021). Reclamation Safety and Health Standards (RSHS). U.S.

Department of the Interior.

Federal Highway Administration. (2022). Manual on Uniform Traffic Control Devices for Streets and

Highways (MUTCD). FHWA.