JST Pavement Mill and Replace PWS 18 DEC 2025.pdf

This Performance Work Statement (PWS) is provided in DRAFT form solely to support this Sources Sought Notice and to facilitate industry review, comment, and feedback. It is issued for market research purposes only and does not constitute a solicitation or request for proposal.

DISCLAIMER: This Performance Work Statement (PWS) is provided in DRAFT form solely to support this Sources Sought Notice and to facilitate industry review, comment, and feedback. It is issued for market research purposes only and does not constitute a solicitation or request for proposal. The draft PWS is intended to convey the general scope and magnitude of a potential contract opportunity and is subject to change based on Government requirements and industry input.

The Government welcomes and encourages comments, recommendations, and feedback from interested parties regarding the clarity, feasibility, performance standards, and overall structure of this draft PWS. All comments and feedback must be submitted to the Contracting Officer and Contract Specialist no later than January 8, 2026, at 5:00 PM Eastern Standard Time.

Responses to this draft PWS will be used solely for planning and market research purposes. The Government will not reimburse any costs incurred in responding to this notice. Submission of feedback does not obligate the Government to award a contract or proceed with a solicitation.

PERFORMANCE WORK STATEMENT (PWS)

ASPHALT MILL AND REPLACE SERVICES

AT J. STROM THURMOND DAM AND LAKE

Table of Contents

Part 1- GENERAL INFORMATION Part 2- EXECUTION Part 3- MATERIAL CLASSIFICATIONS Part 4- PERFORMACE SCHEDULE Part 5- EQUIPEMENT Part 6- REPORTING Part 7- TESTS Part 8- OTHER CONSIDERATIONS Part 9- INVOICING INSTRUCTIONS Part 10- ATTACHMENTS Attachment 1– Maps of Project Site Area Mill and Replace Locations

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1. General

1.1 The purpose of this contract is to repair roadway surfacing by milling and replacing asphalt at the J. Strom Thurmond Dam and Lake Project. Milling, replacing, and maintenance services will take place in Columbia County, GA, and McCormick County, SC. All operations must include drainage improvements, ensuring that the asphalt surfaces remain free of water accumulation, which is critical to the longevity of the roadway. The contractor shall ensure that all work meets measurable performance metrics in line with contract goals, with continuous inspections and performance evaluations. All actions and processes used shall be in full compliance with all applicable local, state, and Federal policies, regulations, and laws.

1.2 The contractor shall provide all labor, equipment, materials, and services for operations which includes, but not limited to:

• Milling and replacement of asphalt.

• Erosion control as needed

• Ensuring proper runoff and reducing erosion risk in disturbed areas.

1.3 Permits/Licenses: The Contractor shall meet the substantive and/or administrative requirements of all Permits, Licenses, and/or Certificates required by the contract.

The contractor shall provide the Contracting Officer with copies of all required permits, permit equivalencies, licenses and certificates.

1.4 Quality Control: The contractor shall develop and maintain an effective quality control (QCP) program to ensure services are performed in accordance with the PWS. The contractor shall develop and implement procedures to identify, prevent, and ensure non-recurrence of defective services. The contractor’s quality control program is the means by which he assures himself that his work complies with the requirement of the contract.

1.5 The Government will assess the Contractor’s performance under this contract in accordance with the Quality Assurance Surveillance Plan (QASP). The QASP outlines the Government’s responsibilities to ensure compliance with established performance standards, including the application of those standards, the frequency of surveillance, and the minimum acceptable defect rates.

1.6 The Contractor is responsible for promptly correcting any violations identified as a result of its own actions or those of its subcontractors during contract performance.

The Contractor must comply with all applicable federal, state, and local environmental laws and regulations throughout operations.

1.7 Any work that fails to fully meet contract requirements will be deemed a deficiency.

Deficiencies must be corrected immediately, at no cost to the Government, through the notice and cure process. If a deficiency is severe enough to render a service

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unacceptable, it will be classified as a defect. Defects must also be corrected immediately, and serious defects may warrant additional contractual remedies.

1.8 Hours of Operation: The contractor is permitted to work up to 7 days per week, including holidays, during daylight hours. The contractor shall maintain an adequate work force for the uninterrupted performance of all tasks defined within this PWS.

When hiring personnel, the contractor shall keep in mind that the stability and continuity of the work force are essential.

1.9 Night operations are permitted only with prior approval from the Contracting Officer

(KO). The contractor must submit a formal request for night operations to the KO, including justification for the need to perform work at night. The request must be submitted at least 5 business days prior to the proposed start date.

1.9.1 Night Operations Approval and Safety Plan: Approval for Night Operations: Night operations require specific approval from the Contracting Officer. The contractor must outline the schedule for night work and any potential impacts on the project schedule, environment, and surrounding areas.

1.9.2 Safety Plan for Night Operations: The contractor must submit a Safety Plan for night work, which shall be reviewed and approved by the USACE Safety Office.

This plan must address specific safety concerns related to nighttime activities, such as visibility, lighting, fatigue management, and worker protection. The plan must comply with USACE EM 385-1-1 requirements for nighttime operations.

o The Safety Plan should detail measures to ensure that:

Sufficient lighting is provided for safe working conditions.

Workers are equipped with appropriate safety gear, including reflective vests and headlamps.

Fatigue management protocols are in place for night shifts.

Emergency procedures are in place for night operations, including adequate communication systems.

1.10 The Contracting Officer (KO) will appoint a COR in writing that is located at the J.

Strom Thurmond Project. The COR will be the Government point of contact (POC) for the team. 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, specifications; monitor Contractor's performance and notify 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, especially with regard to changes in cost or price, estimates or changes in delivery

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dates. The COR is not authorized to change any of the terms and conditions of the resulting order.

1.11 Performance Monitoring: The contractor shall provide monthly progress reports including completion of and grass establishment. Milestones tied to these tasks will be reviewed for acceptance.

1.12 Required Insurance: The Contractor shall obtain and maintain Commercial

Automobile Liability Insurance during the performance of this contract. The insurance shall meet the minimums required by the state the vehicle is registered in.

1.13 Government Property: There is no Government Property that will be identified or managed as a part of this contract.

1.14 Submittals and attachments that are required within the PWS are not considered part of an offeror’s proposal. These documents are required after contract award.

1.15 Identification of Contractor Employees: The contractor shall be responsible for furnishing identification markings (Uniform, ID Badge, etc.) to all personnel (contractor and sub-contractors) prior to the employees working on-site. The contractor shall be responsible to ensure each employee engaged in the work displays identification. Identification shall consist of the company’s name. At a minimum, a valid state driver's license or other Government-issued photo identification card is required for positive identification. All contract personnel attending meetings, answering Government telephones, and working in other situations where their contractor status is not obvious to third parties are required to identify themselves as such to avoid creating an impression in the minds of members of the public that they are Government officials. They must also ensure that all documents or reports produced by contractors are suitably marked as contractor products or that contractor participation is appropriately disclosed.

1.16 Removal of Contractor’s Employees: The COR may direct the immediate removal of any contractor employee who is incompetent, unprofessional, or who endangers persons or property or whose physical or mental condition is such that it would impair the employee’s ability to perform work. Notification of removal shall be in writing. However, notification may be made verbally in-person or telephonically and later confirmed in writing if time and circumstances warrant. The contractor shall take immediate action to replace any dismissed employee. Personnel changes, regardless of cause, shall not reduce the contractor’s obligation to perform all work required under this contract

1.17 Business Relations: The contractor shall successfully integrate and coordinate all activity needed to execute the requirement. The contractor shall manage the timeliness, completeness, and quality of problem identification. The contractor shall provide corrective action plans, proposal submittals, timely identification of issues, Sought Notice and to facilitate industry review, comment, and feedback. It is issued for market research purposes only and does not constitute a solicitation or request for proposal.

and effective management of subcontractors. The contractor shall seek to ensure customer satisfaction and professional and ethical behavior of all contractor personnel.

1.18 Personnel Administration: The contractor shall provide the management and support for its personnel in order to meet the PWS requirements. This includes training, travel arrangements, equipment supply, time keeping, leave processing, pay, emergency needs, and any other required administrative need arising.

1.19 Contract Management: The contractor shall establish clear organizational lines of authority and responsibility to ensure effective management of the resources assigned to the requirement.

1. 20 Contract Administration: The contractor shall establish processes and assign appropriate resources to effectively administer the requirement. The contractor shall respond to Government requests for contractual actions in a timely fashion.

The contractor shall have a single POC between the Government and contractor personnel assigned to support contracts. The contractor shall assign work effort and maintain proper and accurate time keeping records of personnel assigned to work on the requirement.

1.21 Contractor Travel: Travel costs shall be included in the contractors bid. Travel will not be reimbursed as a separate cost.

1.22 Subcontract Management: The contractor shall provide to the KO a current and comprehensive list of all subcontractors at each tier below the prime with updated lists as conditions change. The prime contractor is responsible for payment of all subcontractors, and funds will be withheld from the prime contractor as is necessary to ensure payment of subcontractors.

1.22.1 Removal of Subcontractors: The COR may direct the immediate removal of any subcontractors or their employees who are incompetent, unprofessional, or who endanger persons or property or whose physical or mental condition is such that it would impair the employee’s ability to perform work. Notification of removal shall be in writing. However, notification may be made in-person or telephonically and later confirmed in writing if time and circumstances warrant. The contractor shall take immediate action to replace any dismissed subcontractor. Personnel changes, regardless of cause, shall not reduce the contractor’s obligation to perform all work required under this contract.

1.23 Mobilization: Mobilization Phase includes all activities required to mobilize

Contractor assets (labor and/or equipment) to the work site, prior to starting work.

The Contractor shall notify the COR of an expected mobilization date within 14 days upon issuance of a contract or notice to proceed by the KO.

Sought Notice and to facilitate industry review, comment, and feedback. It is issued for market research purposes only and does not constitute a solicitation or request for proposal.

1.24 Demobilization: Demobilization phase includes all activities required to demobilize Contractor assets from the work site to their base of operation. Once all work has been completed, the contractor will complete the de-mobilization process. To confirm completion of demobilization, the Contractor shall inform the KO and COR when the specified assets have safely returned to their base of operation.

2. Execution

2.1 Overall Project: The contractor shall conduct mobilization, demobilization, milling, and replacing asphalt from the J. Strom Thurmond Project as specified in this PWS within the period of performance (POP). The contractor shall conduct the following work in accordance with the established schedule and performance metrics:

• Milling and Replacement: Mill and replace approximately 36,410 square yards of asphalt across four project areas.

• Repair Roadway & Parking lots (As needed)

• Crack Sealing: Ensure cracks are cleaned and sealed properly with durable materials (As needed)Proper Drainage: repair drainage effects as necessary, ensuring water flow is diverted away from paved surfaces.

• Erosion Control: implement erosion control measures to prevent soil loss. Install silt fences, hay bales, and other appropriate measures to prevent erosion from disturbed areas (As needed).

2.3 Required Meetings: The contractor’s site management team will be required to attend meetings at the J. Strom Thurmond Dam and Lake Project Management Office located at 510 Clarks Hill Highway, Clarks Hill, SC 29821 as outlined below.

The Government point of contact (POC) for the Contractor will be the COR, if not otherwise designated in the task order.

2.3.1 Initial In-person Kick-off Meeting: This meeting shall take place prior to the commencement of work. The contractor will coordinate with the COR on a meeting date. Teleconference information will be communicated to the contractor by the Government should some members not be able to attend in person. The Contractor shall provide crews to commence performance of this PWS following the post award kick-off meeting and no later than 14 Days after contract award.

2.3.2 The contractor’s site management team representative shall provide the COR with operational status and updates.

2.3.3 Close-out Meeting: This meeting shall be attended by the contractor’s site management team and will occur on the final day of the performance schedule, or other as approved by the COR.

2.4 Scope of Work: The work shall consist of milling and replacing approximately

36,410 square yards of asphalt across four project site areas:

• Lake Springs Day Use Area – 12,086 square yards

• Modoc Campground – 9,262 square yards

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• Ridge Road Campground – 13,329 square yards

• Petersburg Campground – 1,733 square yards

All asphalt shall be milled to a depth of 2 inches, and the milled material shall be hauled away from the project site for proper disposal.

2.4.1. Material Classifications/ Testing: The contractor shall submit certified test results for all asphalt mixtures to ensure compliance with specifications. Testing procedures must also include verification of erosion control materials (e.g., hay bales, silt fences), as needed, for compliance with environmental regulations.

2.4.2 Asphalt Mix:

• Georgia Sites: Replace with 2” of 9.5mm GA DOT hot surface mix asphalt

• South Carolina Sites: Replace with 2” of 9.5mm SC DOT Surface C asphalt.

2.4.3 Erosion Control Materials

• Erosion Control Materials: All erosion control measures (e.g., silt fences, hay bales) must meet local environmental requirements and be installed per manufacturer guidelines and USACE specifications

2.4.4 Striping and Markings

• Install reflective paint and thermoplastic paint striping.

• Provide parking spot lines at a minimum width of 132 inches (3350 mm).

• Apply directional arrows as needed for traffic flow.

• The contractor shall also restripe the boat ramp patched area at Ridge Road

Campground following asphalt replacement.

• Include ADA handicap markings and placement in accordance with applicable

State regulations.

• Parking spot layout shall be logically and effectively designed to maximize space utilization and comply with accessibility and safety standards

• Paint used for striping shall be environmentally safe for this application.

2.5 Inspection and Acceptance Criteria: The contractor’s performance will be evaluated based on the following criteria, which cover milling and replacement activities, pavement repair, , erosion control, and drainage effects. All work shall meet the specifications set forth in this Performance Work Statement (PWS), Local, and State requirements with inspection and acceptance occurring as outlined below.

2.5.1 Milling and Replacement

• Acceptance Criteria:

o The asphalt must be milled uniformly and the surface prepared to meet specified thickness and smoothness standards.

o The replacement asphalt must be applied with uniform coverage and compaction, as specified in the PWS.

o No visible cracks, air pockets, or imperfections should be present in the final overlay.

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• Inspection:

o Visual inspection and compaction testing will be conducted by the COR or designated Government representative.

o The contractor must correct any deficiencies at no cost to the

Government.

2.5.2 Pavement Repair (As needed)

• Acceptance Criteria:

o All repairs must be properly filled with durable materials, achieving uniform compaction.

o Crack repairs must ensure that cracks are cleaned and sealed with an appropriate sealing material, providing a smooth, continuous surface.

• Inspection:

o Inspection will ensure that repairs are permanent, and no cracks or potholes reappear in the repaired areas.

o The contractor must rework any deficient areas identified during inspection.

2.5.3 Erosion Control (As needed)

• Acceptance Criteria:

o Erosion control measures, including silt fences, hay bales, and other specified materials, must be properly installed to prevent sedimentation and runoff.

o Measures must be maintained and functioning throughout the duration of the project.

• Inspection:

o Weekly inspections will be conducted to verify the proper installation and effectiveness of erosion control measures.

o Post-rainfall inspections will assess the continued functionality of installed measures.

o Any deficiencies or failure in erosion control must be corrected immediately, with the contractor bearing the cost.

2.5.6 Drainage Effects: (As needed)

• Acceptance Criteria:

o Drainage systems, including pipes, ditches, and swales, must be repaired to original operational design, ensuring unobstructed flow of water and preventing ponding or erosion.

o The final drainage effects must divert water away from the paved surfaces and minimize erosion in surrounding areas per original design and application.

• Inspection:

o Any deficiencies identified in the drainage effects must be corrected at no cost to the Government.

2.5.7 General Worksite Conditions

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• Acceptance Criteria:

o The worksite must be kept clean and organized during all phases of service.

o The contractor must ensure that public safety is maintained, including proper signage, barriers, and traffic control measures to protect pedestrians and vehicles.

• Inspection:

o The COR will conduct regular site inspections to ensure proper worksite management and safety.

o Any issues identified during inspections (e.g., inadequate signage or barriers) must be corrected immediately by the contractor.

2.5.8 Safety Plan Compliance

• Acceptance Criteria:

o The contractor must comply with all safety protocols outlined in the Safety

Plan, including measures for night operations if approved.

o Lighting, personal protective equipment (PPE), and other night shift safety requirements must be implemented as per the approved plan.

• Inspection:

o The USACE Safety Officer will conduct regular inspections to ensure compliance with safety standards, particularly for night operations.

o Any non-compliance with safety requirements will result in immediate corrective action.

2.5.9 Final Inspection: Upon completion of all work, a final inspection will be conducted by the COR to ensure that all contract requirements, including milling, overlay, pavement repair, crack sealing, erosion control, and drainage effects have been completed according to the specifications. The contractor must correct any deficiencies identified during the final inspection before the Government will accept the work as complete.

2.6 Acceptance: Work will be accepted upon verification that all acceptance criteria have been met and that any deficiencies identified during inspections have been corrected. The COR will submit a written acceptance to the Contracting Officer, and final payment will be processed in accordance with the contract. The Government reserves the right to inspect the site, all work areas, verify quantities, and review operations at any time.

3.0 Safety Consideration: The contractor shall use equipment and perform work in a manner to prevent damages to USACE infrastructure facilities and private property, including all landscaped areas. The contractor shall repair any damages caused by the contractor’s equipment in a timely manner at no additional expense to the Government, as adjugated by the KO. Any damage to USACE property, private property, sidewalks, curbs, or streets shall be repaired at the expense of the contractor.

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3.1 The contractor shall avoid conflicts with other USACE contractors including the Thurmond Operations & Maintenance Contractor. Should any conflict arise, the contractor shall report it to the COR for resolution.

3.2 All work shall be accomplished in a safe manner in accordance with the EM 385-1-

1 dated 15 March 2024 and OSHA standards. Note the requirements for mishaps and accident investigation and reporting. Accidents shall be investigated, and reports completed by the immediate supervisor of the employee(s) involved and reported to the KO and COR immediately. The accident report shall be submitted on ENG Form 3394 within one working day after the accident occurs. All data reported must be complete, timely and accurate. A follow-up report shall be submitted when the estimated lost time days differs from the actual lost time days.

The contractor shall comply with any USACE or DOD follow up investigations.

3.3 The contractor shall be responsible for control of pedestrian and vehicular traffic in all work areas. All applicable laws, regulations, policies and USACE EM 385-1-1 requirements apply.

3.4 Stop Unsafe Work: All USACE personnel and contractor employees have a responsibility to immediately stop work when unsafe working conditions are observed. Work will resume only after the contractor has adequately addressed these safety concerns and provided corrective actions to prevent future occurrences.

4. Performance Schedule

4.1 The contractor shall commence performance so that all work is completed within the established Period of Performance.

4.1.1 The Contractor shall provide project start dates within 14 days of issuance of contract award. Work shall commence following the post award kick-off meeting.

The Contractor shall perform in accordance with the contract in all designated work areas established therein. Quality Control and Operations Plans shall be submitted and approved prior to start of work.

4.2 Unless otherwise directed by the KO, all activity associated with operations shall be performed during daylight hours. The contractor is permitted to work up to 7 days per week, including holidays.

4.3 The period of performance shall be from contract award until 28 March 2026.

5. Equipment

5.1 All trucks and equipment must comply with all applicable federal, state, and local rules and regulations to include USACE EM 385-1-1.

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6. Reporting

6.1 Contract Reports and submittals shall be submitted to the KO and COR via email.

The Contractor shall attempt to make all communications through electronic methods. If work order paperless transmissions fail for more than 30 minutes the Contractor shall revert to paper copies/transmission until connectivity is available/restored. The specified submittals must be accepted by the Government prior to commencement of work. Any changes to accepted submittals require reporting for the portion which is being changed. Changes must be provided to the COR for acceptance and summarized in a narrative.

6.2 Required Submittals: The contractor shall submit the following items for USACE review within 7 days of issuance of the contract, unless otherwise noted below.

Each submittal must be approved by the COR prior to commencement of milling and replacement operations. Contractor may begin mobilization to mill and replace sites with approval from the COR, after submitting plans and while awaiting government approval of plans.

a) Operations and Management Plan – site specific

b) Quality Control Plan (QCP) – site specific

c) Accident Prevention Plan (APP) – site specific

d) Activity Hazard Analysis – site specific

6.2.1 Accident Prevention Program: Before initiation of work on the contract, a site specific APP with appropriate appendices is required by the prime contractor for the specific work and hazards of the contract, implementing in detail the pertinent requirements of the most recent edition of EM 385-1-1, and will be reviewed and found acceptable by the COR. APPs shall be developed and submitted by the contractor in the formats provided in the most recent edition of EM 385-1-1. The contractor shall address each of the elements/sub-elements in the outline contained in the order that they are provided in the manual. If by the nature of the work an item is not applicable, the contractor shall state and provide a justification for why that element/sub-element is not applicable. The APP shall be developed by qualified personnel and shall be signed in accordance with EM 385-1-1. The contractor shall be responsible for documenting the qualified person’s credentials.

The contractor’s APP shall be job-specific and shall include work to be performed by subcontractors and measures to be taken by the contractor to control hazards associated with materials, services, or equipment provided by suppliers. The contractor shall not commence physical work at the site until the program has been accepted by the COR.

7. Other Considerations

7.1 The contractor shall supervise and direct the work, using skillful labor and proper equipment for all work to be performed. Safety of the contractor’s personnel and equipment is the responsibility of the contractor. Additionally, the contractor shall

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pay for all materials, personnel, taxes, and fees necessary to perform under the terms of this contract.

7.2 The contractor shall be duly licensed in accordance with the city’s, state’s, and county’s statutory requirements to perform the work.

8. Invoicing Instructions

8.1 Payments will be processed IAW contract clause 52.232-25 PROMPT PAYMENT.

8.2 Payment for services ordered under this contract shall be made upon receipt of the invoice. Invoices shall be submitted to the COR appointed on the contract. Invoices shall be submitted upon completion of the job.

8.2.1 The invoice shall be submitted on official company letterhead, complete with the contract number, a summary page, with detailed costs by CLIN, and copies of the daily report substantiating the charges. All invoices will be identified with the contract number and completion date. The invoice shall be organized so they can be identified with the tasks in the contract.

8.3 Invoices for final payment must be so identified and submitted when the contract has been completed and no further charges are to be billed. The invoice shall be marked with the word “FINAL” (even if it is a zero amount). Final invoices shall be submitted within 30 days after period of performance end date as specified in the contract.

8.4 Submit the invoice electronically, to include supporting documentation, per the instructions in the contract. Submit a copy electronically, to include supporting documentation, to the COR identified in the contract. If the file is too large to submit electronically, mail a copy to the J. Strom Thurmond Visitor Center ATTN:

XXXXXXXX: 510 Clarks Hill HWY, Clarks Hill, SC 29821.

9. PRS

PERFORMANCE

OBJECTIVE

STANDARD PERFORMANCE

THRESHOLD

ACCEPTABLE

QUALITY LEVELS

(AQLs)

METHOD OF

SURVEILLANCE

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PRS#1 - PWS

para 4.

Performance Schedule

The Contractor shall provide project start dates within 14 days of issuance of contract award.

Work shall commence following the post award kick-off meeting.

Contract participates in kick off meeting and completes all pre-execution requirements IAW PWS to provide project start date NLT 14 days of issuance of contract award.

Work begins following the post award kick-off meeting.

100% Compliance 100% Inspection

PRS#2 - PWS

para 2.

Execution

The contractor shall conduct mobilization, demobilization, milling, and replacing asphalt from the J. Strom Thurmond Project as specified in this PWS within the period of performance

(POP).

Contractor meets satisfactory milling and replacement in line with the PWS.

Contractor meets depth requirements of the PWS and Contractor did not mill and replace in non-authorized areas. Contractor is compliance with local, state, and federal regulations in performance of this contract.

100% Compliance Periodic Inspection

PRS#3 - PWS

para 3.2

All work shall be accomplished in a safe manner in accordance with the EM 385-1-1

Contractor meets EM 385- 1-1 dated

15 March 2024 and OSHA standards in performance of this contract.

100% Compliance

Periodic Inspection

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dated 15 March 2024 and OSHA standards.

PRS#4 - PWS

para 6.

Reporting

The contractor shall submit the following items for USACE review within 72 hours of issuance of the contract, unless otherwise noted or formally relieved by the Contracting Officer.

(The contractor is permitted to work up to 7 days a week during daylight hours)

Reports submitted no later than the due date per the PWS. (Monthly, Quarterly and Annual Report IAW the Contract Terms).

Required Rework of reporting products is completed and submitted to COR for approval within 5 Days of notification of deficiencies.

100% Compliance

100% Inspection

10. Delivery Schedule

11. Attachments

Way, Henry S CIV USARMY CESAS (USA) Do you want me to make something for this?