Attachment_1_-_Statement_of_Work.pdf

UNCLASSIFIED

STATEMENT OF WORK FOR CONSTRUCTION

MILLSTONE WILLEMITE 6 – Tunnel 7 Construction

15 September 2025 POC Phone: 505-353-4021

Section 1 - Project Information

1.1. Project Title: MILLSTONE WILLEMITE 6 (MW-6), Tunnel 7 Construction.

1.2. Project Location: Tunnel 7, ALT-SHIST, White Sands Missile Range (WSMR), New Mexico.

1.3. Objective: This task requires the construction contractor to repair and address the damage to Tunnel 7 caused by prior incidents, in accordance with government-provided designs, specifications, and other contract documents. The contractor will also be responsible for providing support during testing activities, as well as safing after each test and general support between tests. All tunnel construction must be completed by 15 June 2027.

1.4. Project Description: Repair of Tunnel 7, in accordance with (IAW) design specification and other government documents to meet testing requirements for DTRA on the ALT- SHIST. This repair project to Tunnel 7 includes all pertinent and necessary site preparations, site improvements, safing, and restoration and modification of the structure for both pre and post testing. (Reference MILLSTONE WILLEMITE 6 repair design.) The contractor shall repair a D-shape tunnel and overburden using the D-shape of 20 feet depth and width, inside the tunnel, The contractor shall remove and repair any damage to the ribs, crown, and invert to Tunnel 7. After the repair of Tunnel 7, the contractor shall provide general construction support to instrument the tunnel in preparation for testing and then safe the tunnel for re-entry post-testing. (Reference MILLSTONE WILLEMITE 6 repair design.)

1.5. Schedule. The Kick-off meeting will occur within 30 calendar days of award of the contract. The Contractor (KTR) shall submit their WSMR Standard Operating Procedure (SOP), within 14 calendar days of award. The Contractor (KTR) shall submit all other required project documents within 30 calendar days of award. The contractor shall coordinate a site survey with assigned COR prior contract award. The contractor shall plan for 180 calendar days of government review and approval of the KTR’s WSMR SOP. The WSMR SOP must be approved for the Notice to proceed (NTP) to be given by the Contracting Officer (KO). The Contracting Officer’s Representative (COR) shall hold a Pre-Construction meeting within 30 calendar days of the approval and receipt of the WSMR SOPs. The contractor shall plan for Range Blocks in their schedule to impact construction execution of 2 days a week. Historically Range Blocks prohibit the contractor from performing work on site. To meet the required timeline, the government will approve weekend work as needed.

Section 2 - Applicable Documents

2.1. Provided References.

All work shall be accomplished in accordance with the applicable documents. Any conflict between any applicable document and other contract documents shall be brought to the attention of the Contracting Officer (KO) for resolution through the Contracting Officer’s Representative (COR). The Government shall provide the contractor (KTR) the following documents:

2.1.1. MILLSTONE WILLEMITE 6 Repair Design.

2.1.2. White Sands Missile Range (WSMR) Standard Operating Procedures (SOP) template and instructions.

2.1.3. MW6 Instrumentation Plan

2.1.4. SOP for Government Owned Equipment at PHETS

2.1.5. RD-TS Standard Operating Procedures for WSMR

2.1.6. DTRA Batch Plant Guide

2.1.7. MW6 Design Specifications

2.2. Additional References.

2.2.1. E. P 715-1-2 A Guide to Effective Contractor Quality Control (CQC)

2.2.2. AR 385-10 The Army Safety Program.

2.2.3. DA PAM 385-30, Risk Management.

2.2.4. National Archives and Records Administration, Title 36 Code of Federal Regulation Part 1228.48, Data created or received and maintained for the Government by contractors.

2.2.5. DOD Regulation 5200.1-R, Information Security Program.

2.2.6. DOD Regulation 5200.2-R, Personnel Security Program.

2.2.7. DOD Regulation 5200.8-R, Physical Security Program.

2.2.8. DOD Directive 5205.2, DoD Operations Security (OPSEC) Program.

2.2.9. DTRA Directive 5200.1, Information Security Program

2.2.10. DTRA Directive 5200.02, Personnel Security Program

2.2.11. DTRA Directive 5220.01, Operations Security Program

2.2.12. DTRA Directive 5200.08, Physical Security Program

2.2.13. DTRA Directive 8500.01, Information Assurance

2.2.14. DTRA Instruction 4715.5, Environmental Program

2.2.15. DTRA Instruction 5015.2, Records Management Program

2.2.16. DTRA Instruction 5240.06, Counterintelligence Awareness, Briefing and Reporting Programs

2.2.17. DTRA Instruction 6055.7, Accident Investigation, Reporting, and Record Keeping

2.2.18. White Sands Missile Range (WSMR) Regulation 385-18, Command Safety Program

2.2.19. Final Programmatic Environmental Impact Statement for DTRA activities on

WSMR, NM.

Section 3 – Requirements

3.1. General Requirements.

3.1.1. Reports and Submittals.

3.1.1.1. Monthly Cost Report - Contractor shall provide an accurate and cumulative cost expenditure data report (to include all subcontractors/suppliers) on a weekly basis to the Contracting Officer. Projected variances shall be clearly reported to the Government, to include reason(s) for the variance and planned approach(es) to address the variance(s). Projected variances shall be reported no later than the week following the projected variance being identified. Report, at a minimum, shall contain the data required in CDRL Item 09. Costs shall be as of the close of business the previous work week. Corrections to a previous reporting period’s data shall be clearly identified.

3.1.1.2. Production Report - Contractor cost analyst/engineer shall participate in the weekly construction progress meeting required in Section 3.1.2 of this document and be prepared to answer any questions regarding the project cost expenditure, cost expenditure data report, and cost projections. Cost analyst/engineer’s function is to monitor costs and accurately forecast any significant variances (+ or - 10%) between actual and budgeted costs.

3.1.1.3. Site Safety and Health Plan - The contractor shall submit a hazard analysis for the construction and update (as required) the site safety and health plan for construction activities included in this task order IAW Specification Section 01110 (Site Safety) and CDRL 01.

3.1.1.4. Construction Production Report - The contractor shall submit daily construction status reports IAW CDRL 10 NLT noon the following business day.

3.1.1.5. Project Schedule - The contractor shall submit a cost and resource loaded project schedule, in PDF and MS Project formats, IAW Specification Section 01150 (Project Schedule) and CDRL 07. The overall schedule shall be updated and submitted to the Government weekly.

3.1.1.6. Three Week Look Ahead - A three-week look ahead shall be updated and submitted to the Government weekly. Any projected variance shall be clearly indicated in the three-week look ahead and overall project schedule with a narrative supporting such variance.

3.1.1.7. Quality Control Plan (QCP) – The contractor shall submit for approval a quality control plan to the COR NLT 30 calendar days after award of contract. The quality control manager will be the author or co-author of the CQP and written an such way that is comprehensive, detailed, and logical.

3.1.1.8. Submittal Log - The contractor shall submit for approval a submittal log to the COR NLT 30 calendar days after award of contract identifying all required submittals and anticipated dates of submission. The contractor shall maintain and submit a submittals log.

3.1.1.9. Weekly Cost Report - The contractor shall submit weekly cost reports IAW CDRL Item 07.

3.1.1.10. As-Builts and LIDAR - The contractor shall submit as-built drawings IAW CDRL 12. The contractor shall submit LIDAR scans to the COR within 30 calendar days of the survey being conducted, and the scans shall include topography of the tunnel prior to any shotcrete application, post blast, final rock surface and final shotcrete/concrete surface. The final rock surface and final shotcrete/concrete surface scans shall be continuous scans of the entire tunnels. The contractor shall submit reports summarizing the data gather from the LIDAR scans and LAS data.

3.1.1.11. WSMR SOP - KTR shall submit the WSMR SOP for approval by WSMR and DTRA Safety NLT 14 calendar days after contract award. Review and approval process can take up to 150 calendar days.

3.1.1.12. The KTR shall initially submit a complete SOP in MS doc. format for review. Once, all changes are accepted, the SOP shall be converted by the contractor into PDF for final signature.

3.1.1.13. If SOPs are not accepted and returned to KTR by Safety. The KTR shall have 7 calendar days to make changes and resubmit SOP for approval.

3.1.1.14. Deficiency Log - The contractor shall maintain, and have available for review by the COR, a deficiency tracking log. This log shall include all deficiencies noted by the contractor with remedies and projected and actual dates of the remedies.

The log shall be updated daily, whether or not deficiencies are observed.

3.1.1.15. Weekly Construction Pre-Meeting Minutes - The contractor shall provide a read ahead for all weekly construction meetings specified in Section 3.1.2. no later than (NLT) 24 hours prior to when the meeting is scheduled, even if the meeting is canceled. The read ahead shall include an updated agenda, the 3-week look ahead schedule, cost reports, an updated submittal log, an updated RFI log, an updated deficiency tracking log, and any other documents that will be discussed in the meeting.

3.1.1.16. Base Access – The KTR shall coordinate access to the project site NLT 30 days prior to beginning on-site work with the COR and shall follow all DTRA and WSMR safety requirements.

3.1.1.17. Request for Information – The KTR shall submit all discrepancies, clarifications, problems, and requests for information (RFIs) or changes to the Contracting Officer (KO), Contracting Officer’s Representative (COR), and Contract Specialist (CS) as soon as possible, but no later than 24 hours after the issue is identified (does not include differing site conditions, which shall be addressed in accordance with Federal Acquisition Regulation 52.236-2). RFIs shall include any estimated cost increase and/or decrease and any schedule impacts. The KTR shall plan for 10 working days after each RFI to allow the Government time for internal discussions, comments, and response. Any comments by the Government will be consolidated by the COR and given to the KTR after KO approval. These Government responses shall be either implemented or addressed by the following week’s contractor weekly production meeting.

3.1.1.18. The KTR shall be the active controlling employer over all aspects of construction safety over the site, per OSHA Directive CPL 2-00.124, Multi-employer Citation Policy.

3.1.2. Meetings.

3.1.2.1. Post Award Kickoff - The contractor shall attend a post-award kickoff followed by a partnering meeting within 14 calendar days of project award. Attending contractor personnel shall include, at a minimum, the project manager, site superintendent, safety manager, quality control manager, cost analyst, blasting supervisor, and survey manager.

3.1.2.2. Pre-Construction - The contractor shall attend a pre-construction meeting no earlier than (NET) three business days before mobilization occurs. Attending contractor personnel shall include, at a minimum, the project manager, site superintendent, safety manager, quality control manager, cost analyst, blasting supervisor, and survey manager.

3.1.2.3. Weekly Construction Progress - The contractor shall lead weekly construction progress meetings at the construction site, PHETS, or Stallion Control Center or over Teams, as roadblocks permit. Contractor shall report what work was completed the previous week and provide a detailed projected work schedule for the next three weeks. At a minimum, all required quality control inspections and the projected timeframes for the inspections shall be included. Cost reporting, including variance, shall also be provided. Participating contractor personnel shall include, at a minimum, the project manager, site superintendent, safety manager, quality control manager, cost analyst, blasting supervisor, and survey manager.

3.1.2.4. Meeting Minutes - The contractor shall prepare and provide meeting minutes within two business days for each meeting in Section 3.1.2.

3.1.2.5. Meetings and Attendance – The KTR shall record the attendance of personnel (KTR and Government) and meeting minutes for all meetings between the two parties. Meeting minutes shall be provided to the COR within two business days of completion of the meetings, for concurrence. The KTR shall allow the Government three calendar days for review of the meeting minutes from the time received to make any comments, changes, or corrections before finalizing.

3.1.3. Additional information.

3.1.3.1. Non-conforming work – All work that does not conform to the SOW or design shall be remedied at no cost to the Government.

3.1.3.2. Operational Security (OPSEC) – The KTR shall follow the guidance in the Operations Security Briefing and the Security Classification Guide for the program.

The KTR shall not be required to handle, store, create or transport classified documents.

3.1.3.3. Government Owned Equipment (GOE) - is available for use by the KTR.

Reference DTRA’s Government Owned Equipment (GOE). The KTR shall request use of GOE in writing 30-days ahead of that need for the GOE, and it will be requested through the COR. The KTR shall be responsible for transportation (includes pick up and drop off) and operation of signed for GOE in accordance with the PHETs SOP for GOE.

3.2. Safety Requirements.

3.2.1. General Safety - The contractor shall provide Standard Operating Procedures related to safety and Hazard Analysis Tables (HAT) related to construction activities being executed under this task order.

3.2.2. OSHA Safety - Implement, provide, and maintain a general safety program, which conforms to the applicable Federal OSHA general industry and construction safety standards, state, DOD, and local, standards. Establish a program to identify and correct unsafe or hazardous conditions and to report hazards outside your control. Establish a program to investigate accidents and safety incidents. Comply with all applicable transportation and traffic safety requirements.

3.2.3. Mishap Reporting - Report all accidents, injuries, illnesses, of contractor personnel and damage to Government property/equipment that occur as a result of the contractor's activities on this contract, to DTRA Safety within 2 hours of occurrence. The Government may elect to investigate of any mishap. The KTR shall cooperate fully and assist the Government's personnel on any investigation.

3.2.4. Hazard Analysis Tables (HAT) and Hazard/Risk Assessment and Mitigation - Conduct and certify HATs for all work sites, identify and implement mitigation actions to reduce risk to workers and others. Develop and provide a Safety Plan for all project work activities and provide to COR and DTRA Safety Office for review/approval before work begins. Follow the WSMR SOP HAT format for these submissions.

3.2.5. Operational Safety – Establish, provide, and maintain a safety plan and training plan for contractor personnel at all government facilities or test sites where work is performed per OSHA standards to local host management formats. Establish a program to notify other employers of hazards posed to their onsite employees. Active controlling employer for safety related issues during test bed fielding, execution and post-test operations, per OSHA regulations on multi-employer operations.

3.2.6. Fall Safety Plan – Implement, provide, and maintain a fall safety program, which conforms to the applicable Federal OSHA standards.

3.2.7. Only operations covered by WSMR approved SOPs will be performed.

3.2.7.1. SOP Specifics Guidance.

3.2.7.2. SOPs are needed for site operations may take up to 150 days for WSMR final approval.

3.2.7.3. Submit unsigned detailed SOPs in the WSTC format with the Hazard Analysis Tables (HAT) in a separate document. The document format shall be in MS-WORD.

3.3. Construction Requirements.

3.3.1. The contractor shall prepare the site in accordance with the project specifications, best practices, and local industry standard of care.

3.3.2. The contractor shall follow the designs provided by the government to repair Tunnel 7 on the Alt-SHIST test site on WSMR. (Reference document 2.1.1 - MILLSTONE WILLEMITE 6 Repair Design)

3.3.3. Personal Protective Equipment (PPE) – The contractor shall provide and be responsible for their own PPE to safeguard against any hazards that may be found at

WSMR.

3.3.4. The underlying soils that shall be exposed after completion of site stripping/preparation will tend to become softened and unstable when saturated and worked by equipment. The Contractor shall anticipate these marginal subgrade support conditions and incorporate measures into the design and construction procedures to obtain required soil support while maintaining progress for completion on schedule. The Contractor shall be responsible for the cost associated with any necessary measures to repair subgrades deteriorated from exposure to construction traffic, weather events and/or standing water.

3.3.5. The contractor shall maintain or upgrade the road leading from Capital Peak laydown yard to the test site Alt-SHIST haul roads to facilitate construction across the site. The contractor shall provide a site layout with haul roads and/or construction laydown areas for materials, 14 calendar days prior to the estimated start of construction, for Government approval. The contractor shall be responsible for the cost associated with any necessary measures to maintain the road.

3.3.6. The contractor shall provide a minimum three LIDAR scans. The first will show existing conditions post test, the next scan will show conditions of the tunnel once demolition is complete and before preparations are made for repair, and the final scan will be once all repairs are made. The purpose is to show final excavation depth to final repair profile, providing a depth of shotcrete liner/ thickness of concrete over rock surfaces.

3.3.7. The contractor shall provide temporary dewatering and/or positive site drainage (i.e., channels, ditches, other diversion methods) as needed to prevent conditions that will promote deterioration of exposed subgrades and open excavations and prevent interruptions to the progress of construction. Drainage includes erosion control measures, preventing segregation, and moisture conditioning for any excavated onsite soil and aggregate materials and any imported soil and aggregate materials stockpile onsite.

3.3.8. All excavated materials which cannot be reused on the project (surplus soil) shall be transported to an approved Government location on the Alt-SHIST test bed within five miles of the project site. This location will be identified by the COR prior to construction and approved by the Contracting Officer and DTRA Environmental Officer.

3.3.9. The contractor shall have a minimum of one project manager, one superintendent, and one quality control manager. Each shall have at a minimum ten years of experience in construction with at least five of those years in that role on projects of similar size and complexity. The contractor shall have at least one Site Safety and Health Officer (SSHO) on site daily to perform safety oversight duties.

The SSHO shall have a minimum of five years of continuous construction industry safety experience supervising or managing general construction safety working on projects of similar size and complexity and meet all safety qualification requirements outlined in the EM-385-1-1. The contractor shall provide proof to the Government via personnel resumes to validate the years of experience of these positions. The project superintendent and site safety manager shall have active EM-385-1-1 Construction Safety training certificates and have experience in the areas of hazard identification and safety compliance.

3.3.10. The Project Superintendent is primarily responsible for managing subcontractors and coordinating day-to-day production and schedule adherence on the project. The superintendent shall attend partnering meetings and quality control meetings. The superintendent or qualified alternative shall be always on-site during the performance of this contract until the work is completed and accepted.

3.3.11. The contractor shall provide mine rescue crew with proper Personal Protective Equipment (PPE) for the duration of underground work and instrumentation support period.

3.4. Tunnel Repair

3.4.1. The contractor shall repair the damage to tunnel following the Government provided designs. Repairs include sealing penetrating hole from overburden to crown (estimated 27’ in depth) located around 170’ from portal opening. Additional damages include tunnel crown, ribs and invert. Reference 2.1.1 MW6 Design.

3.5. Structure Instrumentation Requirements

3.5.1. The contractor shall adhere to the instrumentation designs and instrumentation plan provided by the Government. (Reference document 2.1.3 – MW6 Instrumentation Plan)

3.5.2. The contractor shall provide the means and methods for drilling a maximum of four-overburden geophone holes for approval by the Government 30 days prior.

3.5.3. The contractor shall emplace temporary fall protection and fall protection anchorage mechanisms for any fall hazard due to the construction of the tunnel or overburden where fall hazards exist. Per OSHA 1926.502(d)(15), anchorages used for attachment of personal fall arrest equipment shall be independent of any anchorage being used to support or suspend platforms and capable of supporting at least 5,000 pounds per employee attached. The contractor shall anticipate up to three (3) personnel working in the same area at the same time.

3.5.4. The overburden accelerometers shall be configured during installation and will require lifting equipment to install, each assembly weighs approximately 500 lbs.

3.5.5. The contractor shall grout the accelerometer array assemblies after emplacement.

3.5.6. The contractor shall provide supporting equipment to move and lift instrumentation equipment such as cable reeling units weighing approx. 750 lbs.

3.5.7. The contractor shall paint all tunnel ribs/back surfaces flat white within 25 feet of the two aimpoints.

3.5.8. The contractor shall paint 2” wide black stripes in a grid 4’ on center starting at the portal of the tunnel.

3.5.9. The cable trenches servicing the region extending from the tunnel portal to the back of the tunnel require additional cable protection. 6” steel pipes shall be emplaced within the trenches to allow cable egress. Contractor shall encase steel pipes in concrete. The concrete shall meet the same compressive strength and the concrete invert and fill the trenches flush with that invert.

3.5.10. The contractor shall coordinate with the government for delivery of instrumentation hardware and tools.

3.6 Post Test Support

3.6.1 Following the test event, the contractor shall follow the safety guidance provided by the Government and coordinated with the COR for making the tunnel safe by barring down loose rock, rock bolting and installing safety nets.

No activities shall take place inside the tunnel after the test unless cleared by the COR, through DTRA Safety.

3.6.2 Any concrete from damaged interior structures shall be removed and disposed of at the PHETs recycling area located 22 miles North of ALT-SHIST.

3.6.3 The contractor shall remove silica to or below the action level, specified in OSHA 1926.1153 and 29 CFR 1910 Respirable Cristaline Silica, from the tunnel, use of water for spray-down must be approved by the COR, in advance. Due to silica dust generated from tests, safing work shall be performed per OSHA Respiratory requirements.

3.1. Options.

3.1.1. Instrumentation Support Options

3.1.1.1. Option 1: Instrumentation Support (Labor): Provide four weeks, 5 working days or 40hrs of work, of instrumentation support

3.1.1.2. Option 2: Instrumentation Support (Equipment): Provide four weeks, 5 working days or 40hr of work

3.1.2. Mine/Safety Rescue and Tunnel Life Support Options

3.1.2.1. Option 3: KTR shall effectively manage storm water infiltration/ runoff from the site to mitigate schedule delay risks.

3.1.2.2. Option 4: KTR shall manage air quality and adhere to relevant safety requirements.

3.1.2.3. Option 5: KTR shall provide mine rescue crew for the duration of underground work, including instrumentation support period and 21 calendar days for initial safing and posttest re-entry activities.

3.1.3 Option 6. Post Test Support

3.1.3.1. Following the test event, the contractor shall follow the safety guidance provided by the Government and coordinated with the COR for making the tunnel safe by barring down loose rock, rock bolting and installing safety nets.

No activities shall take place inside the tunnel after the test unless cleared by the COR, through DTRA Safety.

3.1.3.2. Any concrete from damaged interior structures shall be removed and disposed of at the PHETs recycling area located 22 miles North of ALT-

SHIST.

3.1.3.3. The contractor shall remove silica to or below the action level, specified in OSHA 1926.1153 and 29 CFR 1910 Respirable Cristaline Silica, from the tunnel, use of water for spray-down must be approved by the COR, in advance. Due to silica dust generated from tests, safing work shall be performed per OSHA Respiratory requirements.

3.1.4. Option 7. Instrumentation Support Options

3.1.4.1 Instrumentation Support (Labor): Provide four weeks, 5 working days or 40hrs of work, of instrumentation support

3.1.4.2 Instrumentation Support (Equipment): Provide four weeks, 5 working days or 40hr of work

3.1.5. Option 8. Mine/Safety Rescue and Tunnel Life Support Options

3.1.5.1 KTR shall effectively manage storm water infiltration/ runoff from the site to mitigate schedule delay risks.

3.1.5.2 KTR shall manage air quality and adhere to relevant safety requirements.

3.1.5.3 KTR shall provide mine rescue crew for the duration of underground work, including instrumentation support period and 21 calendar days for initial safing and posttest re-entry activities.

3.1. Additional Information.

3.1.1. Hours of Operations.

3.1.1.1. Work shall be carried out during normal workweek from 0700-1700.

3.1.1.2. Work outside the specified timeframe must be coordinated with the

COR at least 2 weeks in advance.

3.1.1.3. Reference the Batch Plant Operating Guide for the use of DTRAs Batch plant.

3.1.2. Contract Data Requirements List (CDRL).

CDRL # Title TYPE SUSPENSE

1 SSHP, Mine Rescue Plan, HAT

A Site Safety and Health Plan (SSHP) along with Mine Rescue Plan, and Activity Hazard Analysis Table (HAT)

Due NLT 30 days after award of contract./ 7 days after comments

2 WSMR SOP, Mine Rescue Plan, HAT

A standard operation procedure on White Sands Missile Range along with Mine Rescue Plan, and Activity Hazard Analysis Table (HAT)

Due NLT 30 days after award of contract./ 7 days after comments

4 New Materials/Equipment Data Sheets, Catalogs, or Specification

New Materials/Equipment Data Sheets, Catalogs, or Specification

As required.

6 Quality Control Plan (QCP) Quality control oversight, plan, and inspections validating and verifying design requirements or as dictated in the SOW.

Due NLT 30 days after award of contract

7 Cost- and Resource- Loaded Project Schedule

A cost and resource loaded project schedule, in PDF and MS Project formats

Due NLT 30 days after award of contract

8 Submittal Register Submittal log identifying all required submittals.

Due NLT30 days after award of contract

9 Cost/Performance Report Status of funds expended as this relates to technical progress.

Weekly

10 Daily Construction Reports Daily construction status report.

Daily

11 Deficiency Log Log of all deficiencies noted by the contractor with remedies and projected and actual dates of the remedies.

Due NLT30 days after award of contract and as required.

12 As-Built Surveys As-built LIDAR surveys of the site work and remediated tunnel.

Reference CDRL

3.2. Project Meetings.

3.2.1. Meetings

3.2.2. Teleconference and/or web conference may be utilized upon concurrence from the Government. The KTR shall schedule the meetings with the Government.

Reference section 3.1.3 for details on providing meeting minutes and attendance.

3.2.3. Post-Award Kickoff – A post-award kickoff meeting shall be held within 14 calendar days of award.

3.2.4. Status Meetings – Weekly status meetings will be held at a location to be determined, by the government and KTR, at a time to be determined, by the

Government and KTR.

3.2.5. Meeting minutes shall be provided for all meetings held by the government and the KTR unless otherwise agreed to.

3.3. Contract Close-Out.

3.3.1. The KTR shall provide one set of as-built designs in .DWG and .PDF format. As well as one (1) complete paper copy of the as-built designs. Both shall be delivered to the COR NLT 30 calendar days after completion of on-site work. Electronic copies shall be delivered to the COR via email, Department of Defense Secure Access File Exchange (SAFE) or other approved means.

3.3.2. These items can be delivered to the following address:

Defense Threat Reduction Agency, RD-TSTC ATTN: MR. Allan Knavel, COR 1991 Wyoming Blvd. SE Bldg. 20336 Albuquerque, NM 87117

3.3.3. The Final invoice shall not be paid until the government has received final as-built drawings and test site restoration is complete.