SOW CIV Pgm AE IDC _final.docx

SCOPE OF WORK

INDEFINITE DELIVERY CONTRACT

ARCHITECTURAL & GENERAL ENGINEERING SERVICES

for Civil Works Engineering Support

Revised Date: 2 April 2024

1.0 GENERAL CONTRACT INFORMATION:

1.1 Contract Number: W912BU-24-D-00XX

1.2 Contract Action: Basic Contract Scope

1.3 General Scope: Architect-Engineer (A/E) services are required to provide detailed design and support of the Philadelphia District, USACE Civil Programs. Services will provide support to projects that are primarily horizontal in nature. Examples of projects may include, but are not limited to, new roadway and pavement projects; utility systems; water supply, storage, treatment, and distribution systems; wastewater treatment systems; site design; transportation network and traffic controls; stream restoration; bridge design and inspection; building design of infrastructure support facilities; high voltage distribution; transmission facilities/ infrastructure; surface water, groundwater, and coastal analysis and/or modeling; floodwalls; levees; dam modifications; pump stations; and other flood risk management measures. Supported USACE programs include Civil Works, Planning, Operations, and Interagency, International, and Environmental. The type of work performed will be for secure and non-secure sites and may include: planning, programming, feasibility studies, geotechnical investigations, permitting, charrettes, master planning, Value Engineering, engineering studies, design services, estimating, surveying, site/field investigation, CADD/BIM drawing and document preparation and review, design review, operability and maintenance review of designs, construction management services, and reports. While the projects are classified as primarily horizontal, projects may contain supporting aspects applicable to vertical facility-type construction.

1.4 Name and Locations of Project: Indefinite Delivery Contract (IDC) for Architectural & General Engineering Services for Civil Works Engineering Support. 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. Projects will typically 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

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

2.1 Civil Engineering

· Roadways and Pavements

· Utility Systems

· Water supply, storage, treatment, and distribution systems

· Wastewater treatment systems, including treatment plants and sewers

· Site Design

· Grading

· Stormwater Management

· Soil Erosion and Sediment Control

· Low Impact Development

· Anti-Terrorism/Force Protection

· Transportation network and traffic controls

· Stream Restoration

2.2 Structural Engineering

· Bridge Design

· Bridge load rating in accordance with American Association of State Highway Transportation Officials Manual for Bridge Evaluation (AASHTO MBE)

· Cable Stay Bridge analysis and design

· Steel Fatigue and Fracture

· Structural Analysis (two and three dimensional)

· Fitness For Service Analysis (Evaluation of existing performance of structure for existing need)

· Anti-Terrorism/Force Protection

· Building Design of infrastructure support facilities

2.3 Inspection Services

· Bridge inspection

· Building inspection

· Non-destructive testing of structures by ultrasonic (UT), phased array (PAUT), time of flight diffraction (TOFD), magnetic particle (MT), radiographic (RT), magnetic flux leakage (MFL), Eddy Current (ET), Electromagnetic Acoustic Transducer (EMAT), ground penetrating radar (GPR) techniques, Full Matrix Capture – Total Focusing Method (FMC-TFM)

· ASNT Level II CP189 NDT technician certified in MT, UT, PT; SPRAT Level I certified

· SPRAT Level I, II and III certified rope access bridge inspector

· NBIS qualified bridge inspectors

· Unmanned Arial System inspection capabilities

· NBIS Underwater bridge inspection qualified

· Traffic control services

· Access vehicles

· Under-bridge access

· Manlift

· Crash attenuator truck

2.4 Material Testing of Concrete and Steel

2.5 Structural monitoring

2.6 Instruction/Teaching Materials

* Demonstration Equipment

* Instructional Slide Deck

· Bridge inspection

· Fatigue and fracture

· Steel and concrete design

· Structural behavior

· Non-destructive testing

2.7 Electrical Engineering

· High voltage distribution

· Transmission facilities / infrastructure

· Power generation

· Interior Electric

· Exterior Electric – Primary and Secondary Power

· Site Lighting

· Lighting Design

· Lightning Protection and Grounding

· Sustainability

· Electrical power quality, short circuit, selective coordination, and arc flash studies.

2.8 Geotechnical Engineering

2.9 Computer Aided Design and Modeling (CAD, CIM, BIM)

2.10 Specifications and Technical Writing

2.11 Hydrology and Hydraulics

· Surface water analysis and/or modeling

· Groundwater analysis and/or modeling

· Coastal analysis and/or modeling

2.12 Architecture

· New Facilities

· Renovation/Repairs

· Facility Additions

· Life Safety Analysis

· Anti-Terrorism/Force Protection

· ADA/ABA

· Sustainability

2.13 Mechanical Engineering

· HVAC

· Energy Monitoring and Control Systems

· Commissioning

· Energy Analysis

· Plumbing

· Sustainability

2.14 Interior Design

· New Facilities

· Renovation/Repairs

· Facility Additions

2.15 Landscape Architecture

2.16 Economics and Life Cycle Analysis

2.17 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

2.18 Security Systems (Access Control and Intrusion Detection)

2.19 Communications Systems

2.20 Fire Protection Engineering

· Fire Alarm Systems

· Sprinkler Systems

· Mass Notification Systems

2.21 Certified Commissioning Professional

· Enhanced Commissioning

2.22 Foundations

2.23 Surveying

· Geophysical Subsurface Investigations

· GIS

2.24 Estimating including Conceptual Estimates for Design-Build projects.

2.25 Construction Quality Assurance

· Construction feature inspection

· Engineering during construction for construction mods

· Shop drawing review

· Response to RFI

2.26 Network Analysis/Critical Path Method (CPM)

2.27 Architectural Renderings/Physical Models

2.28 Historic Preservation

2.29 Value Engineering (Certified Value Specialist)

3.0 TASK ORDERS: The A/E shall provide site investigation, analysis, design, document development and other services herein and detailed in future task orders issued against this contract. Work requirements will vary among individual task orders. Types of requirements are outlined in Paragraph 4 of this scope of work. Upon receipt of a specific description of work and request for proposal 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.

4.0 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 project as a whole. 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). Cost estimates shall include the signatures of the preparer, reviewer, and approver.

4.3 Studies and Reports: Work may include preparation 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.

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

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

4.3.3 Cost Estimates shall be prepared as required. Level of detail required for studies and reports will be specified in the Individual Task Orders.

4.3.4 Reports shall present the following:

· Discussion of the study and investigation.

· Description of all plans and schemes considered for obtaining the desired 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:

4.4.1 As-Built Drawing Research and Field Verification. Verify existing conditions using available as-built drawings and confirm through site visits to the extent possible 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. 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. Required to locate site features including roads, utilities, structures, pipeline inverts, trees, etc. 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, catch basins and other appurtenances for all utility systems shall be opened and details of connected infrastructure recorded and photographed. This includes pipe sizes, invert elevations, etc.

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 Hydrographic Surveys. May include single beam, multi-tranducer or multibeam surveys to support navigation, dredging, beachfill and related marine design activities. The methods to be utilized will be specified in individual task orders and as described in ER 1110-2-8164.

4.4.5 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.

4.4.6 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 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 design analysis report. All samples will become the property of the Government upon completion of the project and be delivered to Fort Mifflin. Any geophysical methods employed will also be conducted using available ASTM standards. Similarly, all laboratory testing required will be conducted by a USACE certified soils laboratory. The testing shall be carried out in accordance with applicable ASTM standards. Other geotechnical investigations may include but not be limited to test pits, aquatic vibracores, rotosonic drilling and CPTs.

4.4.7 Structural material testing: Conduct sampling and testing for in-place structures.

4.4.7.1 Concrete coring, petrographic analysis, strength testing, ASR testing, chloride content, etc.

4.4.7.2 Steel sampling/testing to determine strength, metallurgy, chemical composition, toughness.

4.4.8 Structural Monitoring: Conduct traffic counting, monitor in-situ crack growth for steel and concrete structures, develop testing plans for structural monitoring, conduct structural monitoring (measure in-situ strain/stress/deflection/vibration of steel and concrete structures).

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 may proceed after decisions and directions are established and approved in the previous phase or performed concurrently after previous phase. The level of detail increases with each succeeding phase.

4.6 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. Submittals shall meet the requirements of ER 1110-3-700 “Basis of Design, Drawings, and Minimum Submittal Requirements.” Additional submittal requirements or relief from design submittal requirements will be specified in the scope of work for individual task orders.

4.7 Fact Finding/Charrette: A/E shall conduct a fact-finding charrette if required by the Task Order. The charrette shall be conducted in an interactive format with the appropriate representatives of USACE and other interested parties to determine the stakeholder 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 and concept plan (15%) on the Fact-Finding Session/ Charrette, within 14 days of its conclusion.

4.7.1 Preliminary Design: Designs shall be based upon specific project criteria and consists of the following items:

· Preliminary Drawings: Number of copies will be specified in each task order.

· Basis for Design (Preliminary Design Analysis).

· Outline of Specifications (List of Specification Sections).

· Preliminary Cost Estimate.

4.7.1.1 Preliminary Drawings: Meet the requirements of ECB 2018-7 “Advanced Modeling Requirements”. 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/A/E/C Standards” link located at https://cadbim.usace.army.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. All design drawings must be compatible with Autodesk products including AutoCAD, Civil 3D, Revit and Inventor.

4.7.1.1.1 Site Plans: Locate proposed and existing structures, roadways, parking areas, walkways, utility lines and appurtenances, and other new and existing site features. Show controlling dimensions, critical grades, contours, cultural and environmental features. Tie-in to established survey control as applicable. Locate any wells, test pits, boring locations. Include details of subsurface explorations in the Design Analysis.

Include necessary plans, details, profiles, elevations, sections, and materials. Supporting calculations shall be included in the design analysis.

4.7.1.1.2 If the project requires a Vertical Construction effort supporting the project: Provide floor plans, sections, elevations and locations of furniture, fixtures, and equipment (FF&E) with controlling dimensions.

Floor plans shall indicate all functional areas; including corridors, exits, stairs, and utility spaces and their relationship to exterior access, roads, parking, and service areas, etc. Develop items involving specialized systems, complex design, and deviations from accepted standards in sufficient detail to allow for accurate bidding and construction. Gross floor areas shall be shown for each floor and for the entire building. Indicate loading conditions and provide applicable life safety information.

Elevations shall include story heights, fenestration, and relationship to finished grades at the site.

Sections of structures, including framing, partitions, suspended ceilings and ducts, floor class, equipment, etc., shall be shown at a scale of no less than 3/4 inches = 1 foot. Sections shall include material and thickness, methods of attachment, and type of windows, with relations thereof, to supporting structural columns or walls.

Clearly identify all FF&E as contractor-furnished (CF) or Government furnished (GF) and indicate party responsible for installation (CI/GI).

Provide plans showing HVAC, plumbing, fire protection systems and special equipment such as elevators, hoists, kitchen equipment, energy monitoring and control system (EMCS), etc., accounting for all clearance requirements. Single line diagrams of ducts, pipes and equipment and their approximate location shall also be provided. Clearly identify exposed ductwork and piping. The Design Analysis shall include operating range and capacity for heating, ventilation, air conditioning and refrigeration equipment as well as justification of insulation and other energy related design considerations.

Provide electrical power, lighting, lightning protection, and Fire Alarm/Mass Notification System plans. Exposed conduits shall be clearly identified. Riser diagrams, showing service equipment, feeders, and panels, shall be shown. Location, capacity, and space requirements of all major items of equipment shall be shown including interior substations service equipment and panels. All features will be sufficiently detailed to confirm requirements are satisfied.

4.7.1.2 Basis-of-Design (Preliminary Design Analysis): The A/E shall prepare and submit a basis-of-design for all disciplines involved in the project. Include a description of major building systems, investigations, findings, alternatives considered, assumptions made, and applicable codes and criteria. Include documentation of sustainable design requirements (Guiding Principles Compliance (GPC)/LEED), environmental concerns, hazardous materials, and cultural resources applicable to the project.

Basis of Design products shall be selected considering Federal Acquisition Regulations pertaining to sole source justifications and the Buy American Act. References to specific manufacturers/products in the plans and specifications without sole-sources justification is prohibited.

4.7.1.3 Outline Specifications: The Contractor shall prepare outline specifications for each project consisting of a complete listing of all applicable specification sections organized in accordance with the 50 division Construction Specifications Institute (CSI) Masterformat system. The outline specifications shall be coordinated with the preliminary design drawings and shall identify the Unified Federal Guide Specifications (UFGS), Philadelphia District/Installation specific Division 1 Specifications, and “Job Written” specifications to be developed for project features not included in the UFGS. Specifications shall be prepared using SpecsIntact software (https://www.wbdg.org/dod/specsintact) unless specifically noted in the individual task order.

4.7.1.4 Preliminary Cost Estimates: Budget estimates, based on preliminary design plans and outline specifications, shall reflect current prices for labor, equipment, materials, and escalation to expected mid-point of construction. Also see requirements in paragraph 4.2.

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

· Contract Drawings.

· Contract Specifications.

· Advanced Model Documentation (BIM/CIM/CAD).

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

· Current Cost Estimate.

· Design Analysis (including Sustainable Design documentation).

· Construction Schedule.

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.

4.7.2.1 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.

4.7.2.2 Contract Specifications: The A/E shall prepare the technical specifications in accordance with ER 1110-1-8155 entitled: "SPECIFICATIONS". The Contractor shall prepare the specifications using SPECSINTACT automated specification processing software. 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.

4.7.2.2.1 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.

4.7.2.2.2 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 USGS specifications so the section appears on the Project Table of Contents, submittals are identified in the Submittal Register and References can be verified. Specifications for roadways, parking and related work shall conform to the standard specifications of the State Department of Transportation concerned.

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.

4.7.2.2.3 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.

4.7.2.2.4 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 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.

4.7.2.2.5 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 Section 01 33 00 tailored for electronic submittals. A separate meeting shall be scheduled to review the submittal register at each phase of design development.

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

4.7.2.3.1 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.

4.7.2.3.2 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 DD Form 1391s or other budgeting documents. Cost estimates should be submitted under a separate cover, not bound with the drawings or specifications and marked "CONTROLLED UNCLASSIFIED INFORMATION".

4.7.2.4 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.

4.7.2.5 Critical Path Method (CPM): Where construction cost estimate exceeds $1,000,000 prepare a critical path method chart for the project indicating construction milestones. 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.

4.7.2.6 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 DrChecks Design Review and Checking System to initiate respond to, resolve, and track Government design compliance review comments.

4.8 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 partial) to be included in the Request for Proposal (RFP). Development of DB projects shall comply with UFC 1-300-07A. The contract documents will include a DB Request for Proposal (RFP) based on a template format to be designated in the Task Order and drawings developed to the level also specified in the Task Order.

4.9 Value Engineering (VE): A/E shall participate in or conduct Value Engineering studies as stipulated in the Task Order. VE studies, as required by ER 411-1-321, can be required for projects with estimated value equal or greater than $2,000,000.

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

4.10.1 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 Dr Checks.

4.10.2 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.

4.10.3 Site Visits and Reports: The A/E shall visit the construction site as requested by the Contracting Officer or his representative. Maximum number of visits will be specified in the individual work orders. A written report summarizing results/findings of the visit will be submitted within five (5) days after each visit. Reasons for visits may include, but are not limited to the following:

· Evaluation and recommendations pertaining to change orders.

· Inspection of construction and/or equipment to note conformance to drawings and specifications, industry and regulatory standards, and general quality.

· Coordination in resolution of particular construction difficulties.

4.10.4 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.

4.10.5 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.”

5.0 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, who will coordinate the work with the Resident Engineer and the customer. All requests made by the Resident Engineer or the customer shall be referred to the Design Manager. The A/E will take minutes of all meetings and submit same within 7 days 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 Engineering Regulations (ER), 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. Any problems in incorporating these standards due to conflicts with other technical criteria will be submitted to the Contracting Officer for resolution. Submit a safety plan for each task order issued under this contract.

5.5 Quality Management: Implement a quality management program in accordance with Engineering Regulation 1165-2-217. 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 errors or omissions or to clarify information based on RFI’s received pre and post advertisement.

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.

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":

5.10.1 All pages of construction cost estimates shall be stamped, top and bottom, "FOR OFFICIAL USE ONLY" and a " CONTROLLED UNCLASSIFIED INFORMATION " cover will be placed in front of the estimate. Cost estimate should be submitted under a separate cover.

All letters, reports, drawings, sketches, specifications, estimates, computation sheets and other documents prepared by the A/E and marked to identify the project under a task order classified "CONTROLLED UNCLASSIFIED INFORMATION" shall also be plainly marked "CONTROLLED UNCLASSIFIED INFORMATION" top and bottom, until otherwise directed by the Contracting Officer.

5.10.2 Meetings: The A/E is responsible for recording minutes of all meetings attended and submitting copies of minutes to all parties within 7 calendar days of the meeting.