SOW MIL Pgm AE IDC 28MAR24.docx

SCOPE OF WORK INDEFINITE DELIVERY CONTRACT

ARCHITECTURAL & GENERAL ENGINEERING SERVICES

For MILITARY AND FACILITY ENGINEERING PROJECTS Revised Date: 7 March 2024

1. GENERAL CONTRACT INFORMATION

1.1. Contract Number: W912BU-24-D-0007

1.2. Contract Action: Basic Contract Scope

1.3. General Scope: Architect-Engineer (A/E) services are required to provide complete, detailed design and support for facility, buildings, and military engineering and construction projects to the Philadelphia District, USACE. The projects will support USACE’s military programs. These projects primarily consist of military facility construction, renovation, repair, and sustainability improvements. Examples of projects may include, but are not limited to, new construction of industrial and administrative facilities; military industrial and administrative facility renovation; underground utility distribution networks and control systems; industrial and administrative facility demolition; facility power studies; fire suppression system design; and adaptation of standard facility designs to site specific conditions. Major features of work include design of structural, mechanical, electrical, security systems, and architectural elements. Projects supported are primarily vertical in nature, but the projects may have various site aspects to support the vertical facility such as parking, site utilities, and grading. The engineering projects shall require interdisciplinary teams to complete projects to support national defense, such as training, maintenance, operational, or medical facilities. The A/E shall furnish the required personnel, management, facilities, supplies, equipment, instruments, transportation, and materials (other than those furnished by the Government as provided herein or in individual task orders). The A/E shall provide other items and services as necessary to accomplish the required services, provide the Government reports, and provide supporting material developed during the period of performance. During execution of the work, the A/E shall provide adequate professional supervision and quality control to assure the accuracy, quality, completeness, and timely progress of the work. The A/E may be asked to advise on budgetary matters and shall provide deduct alternates, as directed in each task order.

1.4. Name and Locations of Project: Indefinite Delivery Contract (IDC) for Architectural & General Engineering Services for Military and Facility Engineering Projects. The actual work will be done at the Contractor's office, except for trips to the Corps' District Office, the project sites, or other facilities as required for completion of the task. Typically, projects will be within the geographic boundaries of the Philadelphia District (PA, NJ, NY, DE, MD), however projects may occur within the North Atlantic Division boundaries.

1.5. Firm Name, Address and Telephone Number: TBD

1.6. Name of Consultants and Services Performed: TBD

1.7. Points of Contact:

· USACE: Drew Johnson, CENAP-ECT-P;

2. CAPABILITY REQUIREMENTS: The Prime Architect/Engineer (A/E) or their Subcontractor staffing must include professionals experienced in the following areas of expertise:

2.1. Architecture

· New Facilities

· Renovation/Repairs

· Facility Additions

· Life Safety Analysis

· Anti-Terrorism/Force Protection

· ADA/ABA

· Sustainability

2.2. Structural Engineering

· New Facilities

· Renovation/Repairs

· Facility Additions

· Anti-Terrorism/Force Protection

2.3. Mechanical Engineering

· Heating, Ventilation, and Air Conditioning (HVAC)

· Energy Monitoring and Control Systems

· Commissioning

· Energy Analysis

· Plumbing

· Sustainability

2.4. Electrical Engineering

· Interior Electric

· Exterior Electric – Primary and Secondary

· Power

· Site Lighting

· Lighting Design

· Lightning Protection and Grounding

· Sustainability

2.5. Building Information Modeling (BIM), and Computer Aided Design and Modeling (CAD)

2.6. Specifications and Technical Writing

2.7. Expert consulting on engineering and technical documents such as Contract Specifications, Engineering Regulations, and other similar publications.

2.8. Interior Design

2.9. Landscape Architecture

2.10. Hydrology and Hydraulics

· Surface and Groundwater analysis and modeling

2.11. Economics and Life Cycle Analysis

2.12. Civil Engineering

· Roadways and Pavements to include Airfields

· Utility Systems

· Site Design

· Grading

· Stormwater Management

· Soil Erosion and Sediment Control

· Low Impact Development

· Anti-Terrorism/Force Protection

2.13. Environmental/Toxic and Hazardous Waste including but not limited to:

· Asbestos testing and abatement

· PCB testing and abatement

· Lead Paint testing and abatement

· Soil, Water, and Material Testing

· Certified Industrial Hygienist

· National Environmental Protection Act (NEPA) Compliance

2.14. Security Systems (Access Control and Intrusion Detection)

2.15. Communications Systems

2.16. Geotechnical Engineering

2.17. Fire Protection Engineering

· Fire Alarm Systems

· Sprinkler Systems

· Mass Notification Systems

2.18. Certified Commissioning Professional

· Enhanced Commissioning

2.19. Foundations

2.20. Surveying

· Geophysical Subsurface Investigations

· GIS

2.21. Construction Cost Estimating including Conceptual Estimates for Design-Build projects.

2.22. Construction Quality Assurance

2.23. Network Analysis/Critical Path Method (CPM)

2.24. Architectural Renderings/Physical Models

2.25. Historic Preservation

2.26. Cyber Security

2.27. Value Engineering (Certified Value Specialist)

2.28. Elevator Design

2.29. Electrical power quality, short circuit, selective coordination, and arc flash studies. Comment by Jacqueline: I don't see it on this capabilities list but in our meeting I believe you mentioned that Specifications and Technical Writing are applicable to both Civ and Mil? Just wanted to note that in case you inadvertently omitted it Comment by Johnson, Drew R CIV USARMY CENAP (USA): Added as 2.6

2.30. Infrastructure Master Planning

3. TASK ORDERS: The A/E shall provide site investigation, analysis, design, document development and other services herein. Specific designs shall be detailed in future task orders issued against this base contract. Work requirements will vary among individual task orders. Types of requirements are outlined in Paragraph 4 Technical Services of this scope of work. Upon receipt of a specific description of work and request for proposal (RFP) from the Government, the A/E shall develop an estimated price based on hired labor costs established in the Rate Schedule, which shall prevail throughout the life of this contract. Both parties shall then negotiate a mutually satisfactory final price, and a task order will be issued.

4. TECHNICAL SERVICES: The A/E shall perform all work required to comply with each task order, and unless otherwise specifically provided therein, shall perform the work in accordance with the following basic requirements:

4.1. Permits and Approvals: A/E shall obtain necessary permits, licenses, and approvals from all local, state, and Federal authorities as are necessary for the performance of the A/E's services, and if negotiated, for execution of the associated construction. The cost of any permitting or licensing fees shall be as specified in each Task order (TO).

4.2. Cost Estimates: Estimates of construction cost will normally be required. Costs shall be prepared for all components or features of the project and for the entirety of the project. Estimates shall be prepared using the latest version of the U.S. Army Corps of Engineers Micro Computer Aided Cost Engineering System (MCACES) second generation (MII). Procurement of the current Cost Book is required. Cost estimates shall include signatures of the preparer, reviewer, and approver.

4.3. Studies and Reports: Accomplishment of general studies, reports, programming documents, or analysis may be required as part of or as a work order itself. All studies and reports shall be conducted in adherence to the following general guidelines:

· Field Investigations, laboratory testing, and surveys shall be required to accomplish specific studies and shall be performed in accordance with paragraph 4.4 Field Investigations.

· Drawings, renderings, physical models, photographs and sketches shall be prepared as required to present the details and results of the study.

· Cost Estimates shall be prepared as required. The level of detail required for studies and reports will be specified in the individual task orders.

· Reports shall present the following:

· Discussion of the study and investigation.

· Description of all plans and schemes considered for obtaining the desired end result of the study.

· All charts, graphics, drawings and sketches required to present and illustrate the details and results of the study.

· Provide sufficient background information and computations to compare alternatives.

· Required estimates of construction costs, including comparative costs for indicated alternate plans and schemes.

· Results, conclusions and recommendations.

4.4. Field Investigations: The A/E shall provide all necessary investigations of the site to ensure that the design (or other specified service) reflects existing conditions and program/project requirements. Investigations may include, but are not limited to the following:

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4.1.

4.2.

4.3.

4.4.

4.4.1. As-Built Drawing Research and Field Verification. Verify existing conditions through the use of available as-built drawings and confirm through site visits, unless otherwise specified in the Task order. All site visits should be documented with trip reports and photographs submitted to the Task order point of contact (POC). The A/E is responsible for formally notifying the Contracting Officer if additional investigations are necessary to complete the work or of concerns with the Government furnished information.

4.4.2. Topographic surveys are required to locate site features including roads, utilities, structures, pipeline inverts, and trees. within the project area. A sufficient quantity of horizontal and vertical control shall be established to provide a detailed topographic survey with contour lines for the area to be surveyed. Spot elevations affecting design of facilities shall be provided such as ground elevations, elevations on existing utilities, and on visible surface features within the area to be surveyed. All surface and subsurface features within the area to be surveyed shall be shown and identified on the topographic maps. These features shall be located by sufficient distance ties and labeled on the topographic sheets to permit accurate scaling and identification. The Contractor is responsible for contacting the local utility companies if assistance locating underground lines is needed. All manholes shall be opened, and pipe sizes and invert elevations measured.

4.4.2.1. Stream channel topographic cross sections and instream bathymetry surveys may be required for surface water analyses. The methods to be utilized will be specified in individual task orders.

4.4.3. Utility Surveys may include electromagnetic scanning, ground penetrating radar, vacuum excavation, or other means for utility location. The methods to be utilized will be specified in individual task orders.

4.4.4. Environmental, Toxic and Hazardous Material surveys of existing structures to be renovated, repaired or demolished typically include asbestos, lead, other heavy metals and PCBs. Soil, soil vapor, and groundwater testing may also be required for earth disturbing activities. The environmental report shall include background information, sampling and testing protocols, testing results and recommendations based on the test results.

4.4.5. Geotechnical Investigation: All subsurface investigation work will be conducted in accordance with industry standards. Drilling and sampling shall be by the Standard Penetration Test methods as described in ASTM D 1586 and all sampling will be continuous unless intermittent sampling is specifically justified in the task order scope of work. All samples shall be visually classified in accordance with ASTM D 2488, by a qualified and experienced geologist or geotechnical engineer, or staff as approved by the Government. Samples shall be placed in glass jars and protected from the elements. A complete boring log will be kept for each boring. These boring logs shall be included in the final design analysis report. All samples will become the property of the Government upon completion of the project. Any geophysical methods employed will also be conducted using available ASTM standards. Similarly, all laboratory testing required will be conducted by a qualified soils laboratory. The testing shall be carried out in accordance with applicable ASTM standards.

4.5. Design-Bid-Build (DBB)Project Delivery

· Design, Design Phases and Design Submittals: Development of architectural/engineering designs and investigations evolve through progressive stages or phases. Proper development follows a methodical and cyclic approach of investigations, presentation of findings, and decision-making. Each cycle or phase proceeds after decisions and directions are established and approved in the previous phase. The level of detail increases with each succeeding phase. Each phase after the preliminary design requires a design narrative/design analysis with each submission. More specific requirements are listed in Appendix A of this SOW.

· The type, scope and complexity of the project will dictate the formal submittal stages. The submittal scope and requirements are defined in each task order scope of work. Submittals are typically required at Preliminary (35%), Interim (65%) and Final (95%) Design. Additional submittal requirements or relief from design submittal requirements will be specified in the scope of work for individual task orders.

· Fact Finding/Charrette: A/E shall conduct a fact-finding charrette. The charrette shall be conducted in an interactive format with the appropriate representatives of USACE and other interested parties to determine the building occupants’ requirements. A major objective of the charrette is to verify that the project can be accomplished within the cost and square footage limits provided in the project budget and/or DD Form 1391. The A/E shall provide a summary report on the Fact-Finding Session/ Charrette, within 14 days of its conclusion.

· Preliminary Drawings: Meet the requirements of ECB 2018-7, “Advanced Modeling Requirements on USACE Projects” (issued by the Whole Building Design Guide). Submit the Advanced Modeling Project Execution Plan for review prior to initiating model development. Submit all other documentation as part of the design submittals required by the task order. If export of BIM to CAD is required by the task order, comply with AIA CAD standard. BIM/CAD files shall be submitted along with the pdf and hard copies specified in the task order. PDF files shall be compiled and bookmarked to each drawing. Refer to “BIM/CIM/Contract Requirements” and CAD/BIM Technology Center The CADBIM Center (dren.mil). The drawings shall be in sufficient detail to show adequacy of design, the utilization of the item involved, and conformance of design with the intent of the project set forth in the instructions.

· Basis of Design products shall be selected considering Federal Acquisition Regulations pertaining to sole source justifications and the Buy American Act. Limit references to specific manufacturers/products in the plans and specifications to the extent possible. Include “or approved equal” where manufacturer/product references are used. In addition, specifications shall include salient characteristics required to make “or equal” determinations.

· Interim and Final Designs: The interim and final design packages shall include:

· Contract Drawings.

· Contract Specifications.

· Design Analysis/Design Narrative

· Advanced Model Documentation (BIM/CIM/CAD)

· Comprehensive Interior Design (CID) including Structural Interior Design (SID) and FF&E.

· Current Cost Estimate.

· Interim/Final Design Analysis (including * Sustainable Design documentation.)

· Construction Schedule.

· Draft DD Form 1354, Transfer and Acceptance of Military Real Property and checklist (Final only).

These packages shall reflect project criteria and the approved preliminary design. The final version of the design package shall accurately and adequately address all Government review comments. The Government will require the Contractor to make further revisions to the final submission if the review comments have not been satisfactorily addressed or significant deficiencies are discovered. The final construction cost estimate shall be within the approved budget estimate or within the specified construction cost.

4.5.1 Contract Drawings: Develop Advanced Model Documentation for production of Design Drawings, incorporating changes as required based on review comments. The final documents shall be of sufficient detail for solicitation of bids and award of construction contracts when used in conjunction with the contract specifications.

4.5.2 Contract Specifications: The A/E shall prepare the technical specifications in accordance with the latest revision of ER 1110-1-8155 entitled: "SPECIFICATIONS". The Contractor shall prepare the specifications using SPECSINTACT automated specification processing software available for download at: http://specsintact.ksc.nasa.gov/. Specifications shall be provided in original electronic format, PDF, and the number of hard copies required by the task order. PDF files shall be compiled and bookmarked to each section of the specifications.

4.5.2.1 The A/E is responsible for preparation of Division 1 specifications, technical specifications, table of contents, Bidding Schedule, and Submittal Register. Specification sections for unit price contracts include the basis for measurement and payment referenced to the pertinent bid item(s) in the Bidding Schedule.

4.5.2.2 Guide specification selections shall be made and the specifications carefully edited for the project requirements. Edits to the specifications shall be the minimum necessary to provide for local conditions, special requirements, and new developments and improvements in design or construction techniques. Track edits for comparison with original language. If guide specifications are not available for a particular work item, the SpecsIntact Template shall be used to prepare job-written specifications in the same format and writing style as the UFGS. Job written specifications shall be properly “Tagged” for titles, submittals, references and other features of standard UFGS specifications so the section appears on the Project Table of Contents, submittals are identified in the Submittal Register and References can be verified. Specifications roadways, parking, and related work shall conform to the standard specifications of the State Department of Transportation concerned.

4.5.2.3 Interim specifications shall be prepared tracking changes so the deleted portions of the UFGS section can be reviewed. Provide both red-lined and fully edited versions of the guide specifications in the submittal. Interim specifications shall be essentially complete and require minimal revisions.

4.5.2.4 Final specifications shall accurately address all Government review comments. Subsequent revisions will be required if review comments are not satisfactorily addressed or significant errors are discovered.

4.5.2.5 The A/E shall prepare a bidding schedule listing all bid items and estimated quantities for unit price contracts. A bidding schedule is generally not required for lump sum contracts, such as building construction and renovation, projects where the scope of the work is well defined for quantity take-off purposes. A bidding schedule will be required if the contract contains any or all of the following: unit price items, options, additive items, deductive items, and asbestos, lead-based paint or other hazardous material removal. If a bidding schedule is required, bid items shall be developed so that the total construction costs are broken down by major work items. Minor or incidental work shall be included in the costs of major work items. Bid items which are considered well-defined on the drawings for quantity take-off purpose(s) shall be designed as lump sum; otherwise bid items shall be listed on the bidding schedule as unit price with estimated quantities. If applicable, the MCACES cost estimate shall be broken down to match the bid schedule.

4.5.2.6 Provide a SPECSINTACT auto-generated submittal register in the interim and final submittal. List all submittals identified in the individual specification sections. The register shall distinguish submittals requiring Government Approval (GA), For Information Only (FIO) and Sustainability (S) submittals and the recommended reviewer for each submittal per ER 415—1-10 Contractor Submittal Procedures (Paragraphs 7 and 8) as well as UFGS specification 01 33 00, tailored for electronic submittals. The Government will review the submittal register along with the specification as a whole.

4.5.3 Current Cost Estimates: Estimates shall be based upon the complete contract drawings and specifications as submitted for Government review.

4.5.3.1 Construction Cost Limitation (CCL): The target construction cost set forth in a task order is the amount of funds estimated for the construction of the project involved at the projected date of award with escalation to mid-point of construction. Develop the design within the target construction cost. If the estimated cost exceeds the CCL, notify the Government in writing along with options for reducing the base contract to within the CCL.

4.5.3.2 Construction Costs: The estimates shall be accurate and realistic, reflecting current prices for labor, equipment and materials, and taking into account predicted fluctuations in labor and material costs. Estimates shall be broken down into items of construction per the applicable Work Breakdown Structure (WBS) and as approved by the Contracting Officer. Each major item shall be broken down into component units of labor, equipment and materials with the quantity and cost of each unit shown. Lump sum amounts for major items which cannot be readily analyzed will not be accepted. Estimates shall present separate costs for each line item in the Bid Schedule. Major items should include the backup for any quotes used in the details. Estimates should include realistic mark-ups for work considered to be performed by subcontractors. Conceptual estimates shall be in sufficient detail to show major components as shown on the DD Form 1391. Cost estimates should be submitted under a separate cover, not bound with the drawings or specifications and marked "Controlled Unclassified Information (CUI)". The contractor shall also provide a hard copy of the final estimate along with a copy on a CD.

4.5.4 Final Design Analysis: The A/E shall prepare and submit design analyses for all designs, including applicable codes and criteria, loading conditions, assumptions, calculations, documentation of investigations and surveys and supporting product data for basis of design products.

4.5.5 Critical Path Method (CPM): Where construction cost estimate exceeds $1,000,000 prepare a critical path method chart for the project indicating construction milestones. This schedule must comply with UFGS Specification 01 32 01.00 10 Project Schedule. The CPM is to be used to estimate construction contract duration. The CPM shall include all contract line items on the bid schedule, mobilization/demobilization, preconstruction activities, close out activities and, phasing requirements for the project. The CPM program used by the A/E is to have the capability to be uploaded to Primavera for use by the U.S. Army Corps of Engineers. Where the construction cost estimate is $1,000,000 or less, a simple bar chart is sufficient unless critical phasing requirements can best be explained using CPM.

4.5.6 Computer Based Design Reviews: The Government will perform reviews of each formal submittal specified in individual task orders. Purpose of the review process is to ensure that the work is evolving as intended and to afford the opportunity for input by the Government. The Government and the A/E shall use the DrChecksSM (Design Review and Checking System) to initiate respond to, resolve and track Government design compliance review comments.

4.6. Design-Build (DB) Project Delivery – The process for development of DB documentation and reviews is similar to that for DB projects. The actual documentation will vary depending on the level of criteria (minimal, full or in-between) to be included in the Request for Proposal (RFP). Development of DB procurement and projects shall comply with FAR 36.104 and ER 1180-1-9 Design-Build Contracting. The contract documents will include a DB Request for Proposal (RFP) and engineering plans, which shall be specified in the individual task order.

4.7. Value Engineering (VE): A-E shall participate in or conduct Value Engineering studies as stipulated in the Task order. In accordance with OMB and DOD guidance, value engineering activities are required for projects expected to cost over $2 million. Value Engineering is defined in Federal Acquisition Regulation (FAR) 52.248-1. Value Engineering Change Proposals (VECP) are addressed in paragraph 5.8.7.

4.8. A/E Services During Construction: A/E shall perform the following services as outlined in specific task orders.

4.8.1 Design Reviews (DB & DBB): Upon award to the design-build contractor, the A/E shall attend the design Charrette, review meetings and/or review all design or extension of design submissions by the contractor for compliance with the contract documents and/or the contractor’s technical proposal. All comments shall be submitted in DrChecksSM.

4.8.2 Submittal Reviews (DB & DBB): During the project construction period, the A/E shall review shop drawings, material, fixtures, equipment, samples, plant, materials and color schedules submitted by the Contractor, and shall review for general compliance and recommend acceptance or rejection of such items in accordance with their conformity to the contract drawings and specifications. The A/E shall furnish clear, concise comments in writing for those submittals which are not acceptable.

4.8.3 Technical Assistance: Upon request from the Contracting Officer the A/E shall provide or respond to either verbal or written requests for technical assistance relating to the design, construction, modifications, or user requested changes associated with a project. The A/E effort may range from, but not be limited to, design, technical review and recommendations, and cost estimating. Requests for assistance during the bidding and/or construction period resulting from errors, omissions, or conflicts in the original design documents are considered the responsibility of the A/E and shall be corrected by the A/E in a timely manner at no additional cost to the Government.

4.8.4 Commissioning Support: The CO may direct the A/E to provide technical support to building and system commissioning; this shall be outlined in each task order. Commissioning will include, but will not be limited to: water, HVAC, and electrical systems. The A/E may be directed to provide a Commissioning Agent (CxA) to act in good faith of the Government during the conclusion of construction activities. The A/E may be enlisted to review various commissioning reports and provide recommendation for acceptance to the Government.

4.8.5 Site Visits: The A/E shall incorporate all site visits into the fee proposal for each task order. As outlined, certain issues or investigations require in person observation. Additionally, the A/E will need to conduct spot checks as part of the Government’s QA processes. Site visits shall be based on GSA rates and re-imbursement from the A/E’s office to the jobsite.

4.8.6 As-Built Drawings: After the project is constructed, the A/E may be tasked to review and/or prepare record or as-built drawings. Final as-built drawings shall conform to the standards outlined in paragraph entitled “Contract Drawings.”

4.8.7 Value Engineering Change Proposals (VECP). The A/E shall provide professional consultation and written recommendation to the Government for Value Engineering Change Proposals (VECPs) presented by the construction contractor. The A/E shall assist the Government in order evaluate the completeness of the proposal in accordance with FAR 52.248-1(c). The A/E shall provide professional analysis of the technical and cost aspects of the proposal. The A/E shall provide written recommendation to the government. In accordance with FAR, the Government has 45 days to evaluate the request and provide disposition to the contractor. This is considered the timeline for the VECP review.

5. COORDINATION AND PROSECUTION OF WORK:

5.1. Design Manager: During the prosecution of the work under each task order, the A/E shall keep in close liaison with the District designated Design Manager (DM), who will coordinate the work with the Resident Engineer and the installation. All requests made by the Resident Engineer or the installation shall be referred to the Design Manager. The A/E will take minutes of all meetings and submit same within one week of each meeting. The A/E will also furnish copies of any correspondence received from any agency other than the District office.

5.2. Design Criteria: All work shall be in accordance with Unified Facilities Codes (UFCs) and other design criteria, directives, guide specifications, drawings, technical manuals and other instructions furnished or specified in the TO.

5.3. Economic Design: The design of each project shall be the most economical with necessary consideration being given to the most efficient utilization of all materials consistent with the design criteria.

5.4. Health and Safety Standards: The facilities, systems, and equipment designed under this contract shall comply with the Occupational Safety and Health Act (OSHA), Code of Federal Regulation, Title 29, Chapter XVII, Parts 1910 and 1926. They shall also comply with National Fire Protection Association (NFPA) Codes, including but not limited to NFPA 101, 70, and 99 (Healthcare Facilities). Any problems in incorporating these standards due to conflicts with other technical criteria will be submitted to the Contracting Officer for resolution.

5.5. Quality Management: Implement a quality management program in accordance with Engineering Regulation 1110-3-12. Submit an overall quality control and quality assurance plan for this contract, as well as specific QC/QA plans for each task order issued.

5.6. Corrections to Bid Documents: The A/E shall make any corrections to the contract drawings, specifications and cost estimates as may be necessary because of A/E errors or omissions. The A/E shall prepare addenda during the bidding period that may be required as a result of such deficiencies.

5.7. A/E's Fee: The A/E shall include the cost of all engineering, special studies, consultant services and laboratory work required, except as may be otherwise specifically provided in the task orders.

5.8. Clarification of Government Furnished Information: The A/E shall advise the Contracting Officer of any discrepancies, ambiguities, or lack of clarity noted in the task order. Comment by Jacqueline: Not a legal comment but I noticed in the Civ SOW that this section also has a subsection called A/E's Fee which isn't in this SOW. Just wanted to point that out. Comment by Johnson, Drew R CIV USARMY CENAP (USA): added

5.9. Government Review Times: The time required by the Government to review submissions, made by the A/E under this contract will vary with the current workload. The review periods established in the completion schedules set forth in task orders are the maximum anticipated periods required. Every effort will be made to accomplish reviews within shorter periods.

5.10. Marking Documents "Controlled Unclassified Information (CUI)": All pages of construction cost estimates shall be stamped, top and bottom, " Controlled Unclassified Information (CUI)" and a " Controlled Unclassified Information (CUI)" cover will be placed in front of the estimate. Cost estimate should be submitted under a separate cover.