Atch_1_-_SOW_Remodel_FAM_Camp_Restrooms_F_50060,_MUHJ_17-4005.docx

FA4800-16-R-0004

TOPR ATTCH 1

DESIGN – BUILD STATEMENT OF WORK

For MUHJ 17-4005 Design and Remodel FAM Camp Restrooms, F.50060

JBLE-Langley 28 Feb 17

STATEMENT OF WORK

PART I – STATEMENT OF WORK (SOW)

1.1. SCOPE OF WORK: The work associated with this project consists of design and construct. The principal items for each project requirement are listed below.

GENERAL SCOPE OF WORK: Design services shall also include means for online project review. The A-E shall utilize the U. S. Army Safe Access File Exchange (SAFE) system at https://safe.amrdec.army.mil/safe/ to post and transfer access to design documents. This internet access does not negate the requirement for the normal submittal and reviews at 35%, 65%, 90% and 100%. The site shall at all times contain the most recent version of all documents that are being developed for the particular design task order. Documents to which reviewers shall have access are (but not limited to) the following: drawings, specifications, submittal register, performance time breakout, Basis of Design, and any data for equipment that is associated with the project. The A-E shall at no time post the project cost estimate or any document(s) that contains costs associated with the project on the internet site. The A-E shall provide means for instant internet access to all active project designs that have been assigned.

1.2. DESIGN SCOPE OF WORK: The Contractor shall perform field investigations and prepare design documents, including drawings, specifications, cost estimates, schedules, design analysis, bidding schedule, material submittal, and performance time breakout for the project. Electronic examples of the Government standard documents [e.g., cost estimate (AF Form 3052), performance time breakout (construction schedule), and submittal register (AF Form 66)] will be provided upon request. The Contractor shall take the appropriate measurements of the current conditions and develop accurate construction drawings. All contract drawings shall be field verified prior to submitting the final contract documents.

1.3. CONSTRUCTION SCOPE OF WORK:

1.4. DESIGN FOR USE OF RECYCLED-CONTENT PRODUCTS (Green Procurement): During the design of the project, the A-E shall incorporate in this project, as a substitute to non-recycled content products, recycled-content products that are listed and identified in the Environmental Protection Agency (EPA) Comprehensive Procurement Guidelines (CPG) for recycled-content products. See also SECTION 01 12 00 ENVIRONMENTAL MANAGEMENT SPECIAL CONDITIONS. The Contractor shall use recycled-content products as required by EPA and other Governmental agencies and Federal Acquisition Regulation (FAR) clauses.

Executive Order 13423, (Strengthening Federal Environmental, Energy and Transportation Management) and Section 6002 of the Resource Conservation and Recovery Act (RCRA) requires that the Federal Government use recycled-content products in the construction and/or renovation of facilities. The A-E shall consider this a standard requirement for all aspects of the project design.

The recycled-content products listed in the CPG can be found in the EPA website at www.epa.gov/cpg/products.htm. This list is subject to change at any time so it is the Contractor’s responsibility to be aware of any updates or additions.

Such products shall also comply with the requirements of the EPA Recovered Materials Advisory Notice (RMAN). The RMANs recommend recycled-content ranges for CPG products based on current information on commercially available recycled-content products. The recommended recovered materials content percentage can be obtained by clicking on the product on the website.

Any exemption from the Green Procurement Program for Recovered Materials requires approval in writing from the Contracting Officer. Exemptions can only be taken if;

(1) The item is not available within a reasonable period of time.

(2) The item fails to meet a performance standard in the specifications.

(3) The item is only available at an unreasonable price i.e., the recycled-content product costs more than the non-recycled content product.

(4) The item is not available from two or more sources.

Specific reasons why an exemption is taken will be specified and documentation supporting this reason will be provided and attached. These forms will be kept in the project folder indefinitely.

1.5. A-E PROPOSAL AND DESIGN DOCUMENTS / MEETINGS / REPORTS / STANDARDS REQUIREMENTS: A Proposal shall be submitted with a design cost summary for each of the items described in the individual work orders. The construction design drawings, design analysis, cost estimates, specifications, AF Form 66, construction schedule, bid schedule, and warranty schedule shall be developed as separate contract documents.

1.5.1. DESIGN SUBMITTAL (35%): With each design submittal subsequent to the initial (35%) submittal and for all Government comments provided to the A-E, the A-E shall provide a record that includes a written response which explains how each respective design comment was resolved. This record of comment resolution shall be submitted with each set of design submittal documents.

1.5.2. DESIGN SUBMITTAL (65%): With each design submittal subsequent to the initial (65%) submittal and for all Government comments provided to the A-E, the A-E shall provide a record that includes a written response which explains how each respective design comment was resolved. This record of comment resolution shall be submitted with each set of design submittal documents.

1.5.3. PRE-FINAL DESIGN (90%)

Also, the A-E shall schedule a visit to the construction site with plans and specifications in hand and accomplish a design constructability review accompanied by the design team [633 CES internal POCs (Using Agency, CEA, CEO, CEF & CEP), 633 CONS, 633 CS, 633 SF, et cetera] before all design documents are finalized and forwarded to the Contracting Officer or his/her designated representative.

The 1-day design review conference and site visit with design documents in hand shall occur on the same day.

1.5.4. FINAL DESIGN/RTA (100%): The A-E shall prepare, in accordance with Government standards, the detailed construction drawings and specifications necessary for the effective coordination and efficient execution of the construction work together with quantity take-off cost estimate, unit price, and other related and supporting documents. This includes incorporation of all comments agreed to from the 90% design review. Re-submittals may be required if construction documents have unresolved quality and/or constructability issues.

1.5.5. MONTHLY PROGRESS REPORTS: Provide monthly project development reports which acknowledge the following:

With an electronic copy sent to 633 CES/CENM, Project Manager.

1.5.6. DESIGN STANDARDS: Design shall be in accordance with current Engineering Technical Letters (ETLs) and ACC Standards. All designs and specifications shall comply with the latest International Building Code (IBC), National Fire Codes and all applicable Federal, State and local regulations/codes. All exterior civil designs that involve parking lots and/or paved surfaces shall comply with Virginia DEQ Storm water Design Specification No. 7, Permeable Pavement, Version 1.8 March 1, 2011 requirements. The following information and criteria are made a part of this contract by reference:

A. International Building Code B. International Mechanical Code C. International Fire Code D. International Code Council (ICC) International Plumbing Code E. National Electrical Code (NEC) F. ANSI C-2, National Electrical Safety Code (QIESC) G. Life Safety Code, NFPA 101 H. National Fire Protection NFPA I. Mil Handbook 1190 J. Unified Facilities Criteria (UFC) 3-600-01 K. Applicable Unified Facilities Guide Specifications L. Supervisory Control and Data Acquisition (SCADA) M. American National Standards Institute (ANSI) N. American Standards for Testing Materials (ASTM) O. Institute of Electrical and Electronics Engineers (IEEE) P. International Society of Automation (ISA) Q. National Electrical Manufacturers Association (NEMA) R. Underwriters Laboratories, Inc. (UL) S. Leadership in Energy and Environmental Design (LEED®) for New Construction and Major Renovation v2.2 Reference Guide T. National Fire Protection Association Codes (NFPA) – latest edition U. JBLE–Langley Electrical, Fire, and Communications Design Standards – latest edition V. Air Force Engineering Technical Letter ETL 01-1, Reliability and Maintainability (R&M) Design Checklist

1.5.7. DESIGNER QUALIFICATIONS AND CERTIFICATIONS: At the minimum, a professional engineer registered in any of the fifty United States shall provide services for the electrical and mechanical engineering disciplines. A registered architect must provide services for the architectural design.

PART II – STATEMENT OF SERVICES

2.1 TITLE I SERVICES: The A-E shall provide Title I and Other Services as required.

2.2. TITLE II SERVICES: Not Applicable.

PART III – DESIGN DOCUMENTS AND SCHEDULE

3.1. DESIGN ANALYSIS REQUIREMENTS: The A-E shall provide a bound Basis of Design (BOD) with the 35%, 65%, and 90% submittals. The design analysis (to include all engineering calculations, decisions, and conclusions) shall include a narrative description discussing solutions to the scope of disciplines/topics as listed above in Part I of the SOW, while incorporating all applicable design standards listed in paragraph 1.3.6.

3.1.1. HAZARDOUS WASTE TESTING: Asbestos, lead based paint, and other hazardous wastes will be assessed and tested at the facility in accordance with Occupational Safety and Health Administration (OSHA), Environmental Protection Agency (EPA), and state and local regulations. Abatement plans as related to the demolition and removal of applicable existing materials and equipment shall be incorporated in BOD and cost estimates.

3.1.2. DESTRUCTIVE TESTING: The A/E shall employ the use of destructive testing, where necessary, to accurately identify problems in hidden areas that would require corrective actions. This will allow for further development of an effective scope of work coupled with pertinent information for construction plans and specifications. The goal is to eliminate unforeseen site condition change orders during construction. This includes but not limited to, walls (including finishes), ceilings (hard and acoustical), floors, roof decks, and insulation materials, etc. When tenants occupy the facility during destructive testing procedure, the A/E shall take all necessary measures to minimize work disruption to those tenants. Once destructive testing is complete and data obtained, the A/E shall repair the disturbed areas, returning them to the original condition.

3.1.3. COMMUNICATION DESIGN: When affected by work associated with removal and replacement of existing partitions, the design scope shall include analysis of the affected communications and repaired work in accordance with standards consistent with JBLE–Langley.

ENERGY MONITORING AND CONTROL SYSTEM (EMCS): Project drawings, specifications, cost estimate and design submittals shall provide for maintaining the EMCS to support the building in the renovated areas. The control system shall be compatible with and connected to the existing JBLE–Langley, VA EMCS system located in Facility 328 (37 Sweeney Boulevard, JBLE–Langley, VA). Transmission between the new building and the EMCS Control Room (facility 328) shall be by telephone lines supplied by the Government. Communications connectivity from the EMCS system to the telecommunications room shall be provided by the contractor via the Premise Wiring Distribution System. The existing EMCS system is Direct Digital Control (DDC) type and is compatible with Siemens Controls.

All network telecommunications rooms shall have temperature monitoring capabilities on the Environmental Management Control System (EMCS).

3.1.4. ELECTRICAL DESIGN: All electrical work shall be in accordance with the most recent National Electrical Code. Investigate electrical circuits including power, lighting, communication and fire alarm to determine which circuits will be affected. Require the upgrading and labeling of all panels. Determine and design for the necessary electrical support required to accommodate the new power requirements. Provide a new power plan, lighting plant, etc.

EMERGENCY LIGHTS: The emergency lights shall be incorporated into the overhead fluorescent light system and shall be equipped with self-contained battery packs.

3.1.5. ARCHITECTURAL DESIGN: To include analysis of the architectural design and colors consistent with Air Combat Command (ACC) and JBLE–Langley Architectural Design Compatibility Standards.

3.1.6. LOCKSETS: All doors shall be equipped with locksets that are compatible with the JBLE–Langley “Best Lock Corporation Premium” master key locking system. Cylinders and cores shall have seven pin tumblers using the A2 system and WB keyway. All cylinders shall be from a single manufacturer. All cores will be stamped with a key control symbol in a concealed place on the core.

3.1.7. MECHANICAL DESIGN: To include analysis of the impact of the renovation on the existing mechanical and plumbing systems where changes to existing systems are made by contractor.

3.2. MANUFACTURE PRODUCT CUT SHEETS BOOK REQUIREMENTS: A-E shall submit bound copies of manufacturer product cut sheets for all material specified. Books are required with the Pre-Final 90% Design submittal. A-E shall specify at least three options in the project specifications and mark the one that the product submittal sheet has been provided.

3.3. CONSTRUCTION COST ESTIMATE REQUIREMENTS: The A-E shall provide a cost estimate for each of the items described above in each delivery order with the 35%, 65%, 90%, and 100% design submittals. The estimate shall be as accurate as possible. If the estimate exceeds the cost authorized in this SOW, the A-E shall include a list of potential cost savings and/or potential bid options to bring the estimate within the authorized funding. The estimate shall follow the format shown in the Air Force Form AF 3052 using Microsoft Excel. The AF 3052 shall be signed and dated by the A-E’s Project Manager and marked For Official Use Only (FOUO). An electronic copy of an example AF 3052 will be sent to the A-E upon request to 633 CES/CENMP. When developing the labor cost line items, determine labor costs using man-hours only in conjunction with the most recent General Wage Rates for the State of Virginia. “MAN-HOURS” heading shall be denoted or encircled on each cost estimate sheet to indicate that man-hours were used for the basis of the labor costs. Complete column #9, Other Direct Cost and column #10, Line Total, of the AF Form 3052. All material and labor cost line items shall be separated by construction discipline. Number each page of the cost estimate (e.g., “Page 1 of 1”). Complete backside of last page of cost estimate using appropriate percentages for Field Overhead, Profit, Home Office General and Accounting (G & A) and Bond.

3.4. DESIGN SUBMITTAL (35%) – REQUIRED SUBMITTAL DOCUMENTS: The 35% submittal must be a complete concept showing the clear intent of the project’s scope and design. All submittal documents must be fully coordinated. The A-E shall provide a written response to all Government comments within five working days of receipt of review comments from the Government.

3.4.1. Construction Drawings.

3.4.2. Technical Specifications – An outlined of proposed specifications to be used in this project is acceptable for this submittal.

3.4.3. Construction Cost Estimate (in AF Form 3052 format).

3.4.4. Design Analysis – As requested in Paragraph 3.1 above. Include any emails, comments, meeting notes, etc. that acted as design guidance prior to this submittal.

3.4.5. Technical Specifications – mechanical & electrical. The specifications shall be edited to be project specific. Hardcopy specifications can be hand-edited for this submittal only. The A-E shall specify at least three products manufacture options in order of preference for all Contractor Furnished items that the Contractor will require to provide product submittal.

3.4.6. AF Form 66, Submittal Register.

3.4.7. Warranty Schedule.

3.5. DESIGN SUBMITTAL (65%) – REQUIRED SUBMITTAL DOCUMENTS: The 65% submittal must be a complete concept showing the clear intent of the project’s scope and design. All submittal documents must be fully coordinated. The A-E shall provide a written response to all Government comments within five working days of receipt of review comments from the Government.

3.5.1. Construction Drawings.

3.5.2. Technical Specifications – An outlined of proposed specifications to be used in this project is acceptable for this submittal.

3.5.3. Construction Cost Estimate (in AF Form 3052 format).

3.5.4. Design Analysis – As requested in Paragraph 3.1 above. Include any emails, comments, meeting notes, etc. that acted as design guidance prior to this submittal.

3.5.5. Technical Specifications – mechanical & electrical. The specifications shall be edited to be project specific. Hardcopy specifications can be hand-edited for this submittal only. The A-E shall specify at least three products manufacture options in order of preference for all Contractor Furnished items that the Contractor will require to provide product submittal.

3.5.6. AF Form 66, Submittal Register.

3.5.7. Warranty Schedule.

3.6. PRE-FINAL DESIGN (90%) – REQUIRED SUBMITTAL DOCUMENTS: The 90% submittal must be essentially complete, requiring only overview to ensure incorporation of all submittal review comments. All construction documents must be fully coordinated, dimensioned, detailed, noted and cross-referenced. The A-E shall provide a written response to all Government comments within five working days of receipt of review comments from the Government.

3.6.1. Construction Drawings.

3.6.2. Technical Specifications – The specifications shall be edited to be project specific. A-E shall specify at least three products manufacture options in order of preference for all Contractor Furnished items that the Contractor will require to provide product submittal.

3.6.3. Construction Cost Estimate (in AF Form 3052 format).

3.6.4. Design Analysis – As requested in Paragraph 3.1 above. Include any emails, comments, meeting notes, etc. that acted as design guidance prior to this submittal. Also include annotated 65% design review comments.

3.6.5. Manufacture Product Cut Sheets (MPCS): Provide bound copy of manufacturer’s cut sheets for preferred (listed first in specifications) product manufacture for all Contractor Furnished items that the Contractor will require to provide product submittal, major equipment and Government furnished items.

3.6.6. AF Form 66, Submittal Register

3.6.7. Warranty Schedule.

3.6.8. Color Boards for interior and exterior finishes.

3.6.9. Construction Schedule.

3.7. FINAL DESIGN / RTA (100%): The corrected final submittal must be a 100% complete update to the 90% submittal documents. All construction documents shall be fully coordinated, dimensioned, detailed, noted and cross-referenced. Update revisions in manufacturer’s cut sheets. The A-E shall provide a written response to all Government comments within five working days of receipt of review comments from the Government.

3.7.1. Construction Drawings.

3.7.2. Technical Specifications – the specifications shall be edited to be project specific. A-E shall specify at least three products manufacture options in order of preference for all Contractor Furnished items that the Contractor will require to provide product submittal.

3.7.3. Construction Cost Estimate (in AF Form 3052 format) with performance time breakout.

3.7.4. Design Analysis – As requested in Paragraph 3.1 above. Include any emails, comments, meeting notes, etc. that acted as design guidance prior to this submittal. Also include annotated 35% and 90% design review comments.

3.7.5. Manufacture Product Cut Sheets (MPCS): Provide bound copy of manufacturer’s cut sheets for preferred (listed first in specifications) product manufacture for all Contractor Furnished items that the Contractor will require to provide product submittal, major equipment and Government furnished items.

3.7.6. AF Form 66, Submittal Register

3.7.7. Warranty Schedule.

3.7.8. Construction Schedule.

3.8. DELIVERABLES

3.8.1. ELECTRONIC DOCUMENT REQUIREMENTS: The A-E is required to submit the documents in electronic format to the 633 CES/CENMP (see address in paragraph 3.12 below). These documents shall be prepared, organized and submitted on compact disk (CD) in the following formats. This is in addition to the hard copy requirements listed in this SOW.

3.8.2. SPECIFICATIONS:

3.8.2.1. SPECIFICATIONS: For all submittals, provide all specification sections in separate files in the current release of Microsoft Word (.DOCX) format. The Cover Sheet and Table of Contents shall also be provided as separate (.DOCX) files. Specifications for this submittal shall be based on the Unified Facilities Guide Specifications found at http://www.wbdg.org/. The word and .PDF versions shall be submitted on a Compact Disc as three separate set of files and documents. Each version of the specifications (word and .PDF) shall be listed on the CD submittals under its own clearly identified subdirectory. In addition, all WordSpec and “.PDF” sections shall be submitted as a single document. All approved 100% specifications (“.SEC”, “.PDF” and “.DOC”) shall be submitted on compact disks (CDs) that are compatible with Microsoft Windows 7.

3.8.2.2. DEVELOP THE FOLLOWING JBLE – LANGLEY SPECIFICATIONS SECTIONS AS TYPICAL PARTS OF THE CONTRACT DOCUMENT:

Section 01 11 00 Special Conditions;

Section 01 12 00 Environmental Management Special Conditions.

Develop the following JBLE–Langley specifications sections as parts of the contract document (as each delivery order requires):

Section 27 10 10 JBLE-Langley Telecommunications Building Cabling Systems Standards;

Section 28 31 65 Fire Detection and Alarm System, Addressable;

Section 28 31 66 Fire Detection and Alarm System The Government shall provide to the A-E an electronic copy of each of the JBLE–Langley special sections upon request to the 633 CES PM. Modify the Special Conditions to meet the project scope. The use or specification of materials not made in the United States is prohibited. Only American made products shall be used in this project.

3.8.3. DRAWINGS: For all submittals, provide all drawings in separate files for each drawing sheet in current release of AutoCAD (.DWG) format. Use standard text font “ROMANS” and provide drawing x-references and plot configuration files. Should different plot configuration files be necessary for consultants, drawings shall be organized into separate sub-folders and accompanied by appropriate x-references and plot configuration files. For example, a sub-folder named “Electrical” may include all electrical drawings, x-reference files and appropriate plot configuration file for that particular consultant. Plot configuration files shall be named for the A-E firm preparing the drawings. All drawing sheets shall also be submitted in Adobe Acrobat Reader (.pdf) format. All abbreviations and drawing symbols used throughout the drawings shall be listed on drawings and defined per each discipline. Drawings shall be furnished on 24” x 36” (Arch D Size) sheets using standard Langley title block with drafting on the front of sheets. Use the Langley standard cover sheet, which shall be provided upon request. Modify the cover sheet to indicate access route, job location, job title, index to drawings, etc. The drawing number shall also be provided upon request. The drawing number shall be printed on every drawing sheet. All drawing sheets shall include CAD file names and plotting requirement information (e.g., plot scale is 1 = 1; 1” = 50’ or ⅛” = 1’). Where areas of work are not clearly dimensioned, an approximate quantity shall be listed on the drawings identifying the work effort to enable the Contractors to fairly bid the project. All drawing files, unless otherwise specified, shall use units of English System. The Contractor shall use the A-E/C CADD Standard 2.0 (or latest version) when creating or revising any CADD data deliverables. These standards can be found or reviewed at: http://tsc.wes.army.mil/Products/standards/aec/intro.asp.

In addition to drawing requirements of paragraph 3.7.3 above, the A-E shall also provide the drawings on at least one CD with building and survey information in Metric Dimensions which are in the GeoBase deliverables data format.

3.8.3.1. Approved 100% Computer-Aided Design (CAD) drawings shall be submitted on half size and full size sheets, as well as Compact Discs (CDs). The plot area of each sheet shall be 22” x 34”. Drawings shall be developed using AutoCAD 2012 or more recent version. All drawings shall be saved in an AutoCAD drawing (.DWG) file format. With the 90% drawing submittals, include a narrative which describes layering, line type, color schemes, et cetera that were used for each file or plan sheet. The A-E shall use, as a standard, the file and sheet naming conventions, details, layers, colors, and line thickness, et cetera, that are defined in The Architectural, Engineering and Construction (A/E/C) CADD Standards as incorporated in the National CADD Standards Initiative.

3.8.4. COST ESTIMATE and PERFORMANCE TIME BREAKOUT: Submit the cost estimate using the AF Form 3052 or computer format similar to the AF Form 3052 as detailed in paragraph 3.3, above. Complete the front page of the cost estimate breaking out costs for materials, labor, equipment and other where possible. Do not include contingency funds. Complete the last page of the cost estimate using appropriate percentages for field overhead, profit, home office G & A and bond. Submit Repair and Minor Construction costs on separate AF Form 3052. Complete the performance time breakout sheet (attached at the end of this Statement of Work).

3.8.5. MISCELLANEOUS: For all submittals, all other project documents shall be submitted in either MS Word (.doc) or MS Excel (.xls) file formats. This would include Design Statements, and Design Analysis containing Engineering Studies & Reports and Responses to Government Comments.

3.8.5.1. SUBMITTAL REGISTER: The Submittal Register (AF) Form 66 shall be provided as separate (.pdf) files. An electronic copy of an example AF 66 shall be sent to the A-E upon request to the 633 CES PM. Required submittals shall be listed on the form in the format noted on the examples. Provide a separate line item number for each required submittal (e.g., samples, shop drawings, catalog data, or other descriptive elements would be line numbers 1, 2, 3 & 4, respectively). A rough draft of the AF Form 66 shall be submitted with the 90% submittal. Ensure all items requiring submittals are annotated on the AF Form 66. Normally, three copies of printed matter and one or two material item(s) are requested. At the top of Description column, type “SECT” (Section) and “PARA” (Paragraph) on the left and right sides, respectively. Enter Section and Paragraph numbers in each block. In specific terms, indicate the submittal desired just beneath this information in the same block (See example). Using “Other” in the blanks under “No. Of Copies Required” is permissible if this is done. Consecutively number each page of the submittal (e.g. “Page 1 of 1”). Use all line number rows on one page before starting another. Number submittals consecutively.

3.8.5.2. CONSTRUCTION SCHEDULE: A Construction Schedule for this project shall be furnished. An electronic copy of an example construction schedule will be sent to the A-E upon request to 633 CES/CENMP.

3.8.5.3. WARRANTY SCHEDULE: Furnish a Warranty Schedule of all warranties, which are identified throughout the project specifications, as a separate and independent Microsoft Excel spreadsheet. Develop a Warranty Schedule which provides the following information for all warranty items: the warranty item, manufacturer, period or length of warranty and specification section and paragraph where the particular warranty requirement is identified. In addition, ensure that Section 01 11 00 SPECIAL CONDITIONS contains a requirement, under the warranty section (See Paragraph 1.26), which instructs the Contractor to provide to the Contracting Officer, or his/her designated representative, three separate bound documents which contain a copy of any and all warranties or Equipment Warranty Certificates which he/she is subject to provide under the requirements of the project specifications. Note this submittal requirement (the three separate bound documents) on the AF Form 66 as well.

3.8.6. GEODETIC CONTROL SURVEYS: The Contractor (A-E) shall provide horizontal and vertical control surveys for the precise location of primary survey points for planning, engineering, construction, real estate projects, GIS applications or facility management.

3.8.7. CONTRACT SERVICES: The contractor shall coordinate with 633d Geobase office (located in building 328, Room 224) prior to project/design effort and once again prior to submitting the finished product.

The contractor shall provide deliverables in the following format:

External-to-building data should be delivered in GIS.

Internal-to-building data should be delivered in CAD.

All locational base map (point, line and polygon feature(s)) data collected shall be delivered in ESRI ArcGIS 10.x or later digital format along with the original source files. The geospatial files shall have an external spatial reference (.prj) file attached specifying the parameters of the coordinate system used (as provided by the government). All topologically correct geospatial data shall overlay on the installations latest orthorectified imagery provided by the government, using the same coordinate and projection system of the imagery (WGS_1984_UTM_Zone_18N_Projec-tion: Transverse_Mercator, Units: Meters). All accuracy errors shall be reported to the contract program manager and to the GeoBase office.

· All graphic and non-graphic data will be collected in the format defined by the Spatial Data Standards Facilities, Infrastructure and Environmental (SDSFIE) AF Adaption release 3.0 (or the most current version available), except where modified by the Government. This standard can be found at the 633rd Geobase office.

· The contractor shall provide a quality control (QC) report that must state whether all inconsistencies in the data generated were corrected, or it must detail the remaining errors by case. The contractor shall utilize a topology build and clean routine to assure that there are no overshoots or undershoots in the line work, slivers or dangles in polygons, and that there is complete closure of polygons with a maximum fuzzy tolerance value of 10-9. The quality report must identify the software (name and version) and satisfy these conditions:

a. The edges of all digitized vector data or raster imagery must exactly match digitally with those of all adjacent maps.

b. The digital representation of the common boundaries for all graphic features must be the same, regardless of feature layer. Each feature within a layer must be represented by a single graphic element (e.g., polygon, line or line string).

c. Lines and line strings which represent the same graphic element must be continuous (i.e., not broken or segmented), unless that segmentation reflects a specific visual line type. Lines or line strings representing the same type of data must not cross except at intersections.

d. Polygons must be closed (i.e., the first x- and y-coordinates must exactly match the last x- and y-coordinates). Each polygon must have a single unique centroid to which attributes (i.e., an attribute table) can be attached. Polygons of the same coverage must not overlap and must cover the area of interest completely (i.e., have no gaps in coverage).

e. All graphic elements that connect must exactly connect digitally, without overlaps or gaps.

f. Straight lines must be represented by only the beginning and ending x- and y-coordinate points. Line strings must not cross back on themselves or be of zero length.

· Feature Attributes: The contractor shall identify the classification, type, size, location, ID number and any other necessary attributes (specified by the Government) for all surveyed, mapped, designed or proposed features.

· a unique number for each feature record (SDSFIE primary key)

· installationID (4 letter ACES-RP installation code)

· realPropertyUniqueIdentifier (where applicable – links to Facility_NBR in ACES-RP)

· buildingNumber (where applicable)

· a common name or description of the feature (sdsFeatureDescription, sdsFeatureName, etc.)

· All symbol libraries, font libraries, text size, text format and text placement shall be prepared in accordance with and conform to the Spatial Data Standards (SDS).

· The contractor shall not develop new libraries without prior written approval from the Government.

· The contractor shall provide metadata files for all locational data produced under this contract. The metadata file shall conform to the Federal Geographic Data Committee’s “Content Standard for Digital Geospatial Metadata, Version 2.0” (or latest version) found at http://www.fgdc.gov/metadata/contstan.html. The output from the ESRI ArcCatalog metadata generator software (or compatible software) shall be the standard format for all metadata files created under this contract. In addition, the metadata data shall be provided in ASCII text format. The digital metadata files shall be provided to the Government along with each final product deliverable, unless otherwise approved in writing by the Government.

· Note: If delivering in GIS increases the cost over a certain dollar amount, it is acceptable to deliver georeferenced CADD format (DWG, DGN, or DXF), AutoCAD 2013 or higher. Prior written approval must be issued by the Government before this is acceptable.

3.8.2. SURVEY DATA:

· The contractor shall use conventional surveying and other methods, such as a total station or Global Positioning Systems (GPS) for field data collection at an accuracy level in accordance with “Geospatial Positioning Accuracy Standards, Part 3: National Standard for Spatial Data Accuracy,” published by the Federal Geographic Data Committee (FGDC), dated July 1998. This standards document can be found at http://www.fgdc.gov/standards/status/sub1_3.html.

· All Survey data collected shall be provided to the Government in a digital format with an attached Survey Report identifying survey method, equipment list, calibration documentation, survey layout, description of control points, control diagrams and field survey data.

· A Survey Control Database (consisting of a survey marker database and a survey traverse database) will be produced for all survey control points established under this contract, and delivered in a .dbf or ASCII comma-delimited format.

· If GPS is used, the contractor shall use survey grade GPS, at an accuracy level of ±2cm, when appropriate, to collect data to be overlaid onto the installation’s orthophotograph and/or base map.

3.8.3. DELIVERY FORMAT:

Note: No deviations from the Government’s established standards will be permitted unless prior written approval of such deviation has been issued by the Government. All linkages of non-graphical data with graphic elements, relationships between data objects and attributes, and report formats shall be maintained.

These deliverables include, but are not limited to:

· Site plans

· As-built drawings

· Engineering designs, plans or surveys

· Topographic surveys or studies

· Boundary or Cadastral surveys

· Master Plan drawings

· Utility (water, sewer, power, storm, etc.) designs, plans, surveys and studies

· Pavement, Grading, or Excavation plans

· Soil/Geology studies or surveys

· Environmental assessments, surveys, studies or plans

· Historical or Archaeological surveys, studies or plans All data deliverables shall be in a digital (electronic information) format and shall be delivered in a format that conforms to the Spatial Data Standards Facilities, Infrastructure, and Environmental (SDSFIE) release 3.0 (or latest version available) at https://app.eis.af.mil/a7cportal/ProgramGroups/Resources/GeoBase%20Documents/AF_Adaptation_30_Data_Dictionary_v1.1/AF_Adaptation_30_Data_Dictionary_v1.1.html and A/E/C CAD Standards version 3.0 (or latest version available) at https://cadbim.usace.army.mil/CAD.

The following procedures must be performed before a file is placed on the delivery media:

3.8.4. DELIVERY MEDIA: CD-ROM

Digital Media must have an external label listing format and version of the operating system on which the media was created (e.g. Windows7), utility (command) used for writing the files to the media, a short description of contents, a sequence number if there are multiple volumes, and the date of CD creation.

A transmittal sheet must accompany the media containing the information included on the external labels, total number of volumes being delivered and a list of file names and file descriptions on each volume. The transmittal sheet must also include instructions for reading, restoring, or transferring the files from the media, and certification that all delivery media is free of known computer viruses - including the name(s) of the virus scanning software and the date the virus scan was performed.

3.8.5. GOVERNMENT FURNISHED MATERIALS: The Government will provide the contractor with data and information concerning all necessary and pertinent functions and principal features of the identified project. These items will include:

· The installation’s latest georeferenced digital planimetric data and/or base map in ESRI Arc/Info 10.x format, or best format available, with associated data files.

· The installation’s latest orthorectified imagery and specified geospatial parameters (coordinate system, datum, projection, distance units).

· Any pertinent and necessary prototype or seed files.

· Frequency settings for the Real-Time Kinematic (RTK) GPS Base Station and the preferred GPS receiver specifications.

· Any other data or schematics deemed necessary for project completion, pending approval from the Government.

3.9. GOVERNMENT REVIEW: The Government shall review the submitted data and documentation upon completion of all stated work. Missing or incomplete items shall be documented and forwarded to the Contractor for completion. Upon receipt of a complete submittal, the Government shall conduct a quality review and notify the Contractor within 14 days of acceptance (along with any stipulations this includes) or rejection of the deliverables described herein. Failure to adhere to any of the stated delivery specifications could result in rejection of deliverables and nonpayment.

3.10. SCHEDULING OF MEETINGS: All meetings shall be held at JBLE–Langley or JBLE–Ft. Eustis and schedule coordinated a minimum of two weeks in advance with the schedules of 633 CES representatives.

3.11. DESIGN SCHEDULE/SUBMITTAL MATRIX: The A-E shall be required to complete design submittals according to the design schedule. The schedule shall be determined by the 633 CES Project Manager and will vary depending on the complexity of the design. The complete design schedule will be published in each project SOW.

90% Design Review Meeting and site constructability visit (1 day)

* from Notice to Proceed

3.11.1. SUBMITTAL MATRIX:

Langley Civil Engineering

633 CES/CEN

3 sets

& 1 CD

& 1 CD, 1 MPCS

3 sets & final documents, 1 CD in English dimensions and 1 CD in Metric dimensions, 1 MPCS

3.12. SUBMITTAL DELIVERIES: All submittals shall be express delivered/overnight mailed to the following:

633d Contracting Squadron/LGCB 74 Nealy Avenue, Suite 100 JBLE–Langley, VA 23665-2107 (Attn: Contract Administrator Name) Provide 2 half-size drawings and one 24” x 36” full size drawings based on Tri-Lateral Services Standard and printed/bound sets of specifications, cost estimates, design analysis, and review meeting minutes. In addition, provide on CD the Corrected 100% Final Documents along with all submitted hardcopy documents.

3.13. PAYMENT MONITORING PLAN: The A-E shall develop a payment plan to be submitted with each delivery order proposal. If the A-E’s payment plan is not acceptable to the Government, a final payment plan will be negotiated.

Payments can be authorized once a design submittal has been approved on the AF Form 3000, Material Submittal Form. The maximum A-E payment shall be the amount equal to the completed design milestone percentage of the contract price. If alternate amounts for each milestone are approved in a Payment Monitoring Plan, the A-E will be paid those amounts for each milestone.

3.14. POINTS OF CONTACT (POCs):

*** End of Statement of Work ***

MUHJ 17-4005 Design and Remodel FAM Camp Restrooms, F.50060