Feb 15 24000_PV - SOW_FINAL R1.doc

U.S. General Services Administration ARRA – American Recovery and Reinvestment Act of 2009

Statement of Work

Design Build Guidance Criteria

Roof Mounted Utility-Interactive Photovoltaic System

1. PROJECT IDENTIFICATION

1.1. Photovoltaic Project

1.2. Building: Chet Holifield Federal Building

1.3. Location: 24000 Avila Road, Laguna Niguel, CA 92677-3405

2. BACKGROUND

2.1. Objective. The contractor shall provide a total “turnkey” project including design, manufacturing/acquistion and installation services for the installation of a roof-mount utility-interactive photovoltaic system. The use of proven, innovative systems is encouraged. This project shall meet all technical requirements of this Statement of Work and of the Contractor's final accepted proposal as agreed on and incorporated into the Contract.

2.2. Scope: The contractor shall perform all professional services as necessary to provide GSA with a complete design package including, but not limited by, the requirements outlined in this Statement of Work. The design package shall include specifications and drawings which will be turned over to GSA. After approval by GSA of the final design package, the contractor shall provide all necessary construction services to successfully install the photovoltaic system.

2.2.1. Design Guidelines. Develop a design for a new photovoltaic system at the Chet Holifield Federal Building, Laguna Niguel CA. See drawings provided indicating the possible proposed site locations. This drawing is meant for informational purposes only and must be field verified by the contractor.

2.2.1.1. The following performance criteria shall be met:

· PV system energy production rating as promised in the Contractor's final accepted proposal.

· The Contractor shall provide all elements necessary for the successful installation (including, but not limited to – the design, installation, and verification) of a roof-mounted module system with a flat or fixed tilt,orientation, which ever maximizes annual energy production. The government encourages innovative approaches and may approve alternative designs..

· Power provided shall be compatible with the onsite distribution system.

· Estimated energy delivery shall be provided for each month of the year and total for the year. The STC power value will be entered into PVWATTS (use version 1):

· Version 1-http://rredc.nrel.gov/solar/codes_algs/PVWATTS/version1/ (use Long Beach) to determine estimated energy delivery in kWh. A suggested DC to AC De-rate factor is 0.77, however more efficiently engineered and designed systems are encouraged. Support the De-rate factor’s used. Estimated annual energy delivery as designed must equal or exceed that promised in the final accepted proposal.

· Layout of panels shall be based on shading analysis, as well as, maximizing the payback of the system.

· All PV hardware and structural components shall be either stainless steel or aluminum.

· The design shall meet the local, state and federal criteria for wind, and seismic loads (for the location).

· Exposed devices shall be in NEMA 3R rated, sunlight resistant and exhibit excellent chemical, temperature and weather resistance properties. Boxes shall be aluminum or stainless steel construction with full length piano hinges.

· The Photovoltaic panel system including supports and power conductors shall not interfere with roof drains, expansion joints, air intakes, and existing electrical and mechanical equipment.

2.2.1.2. Building Specific Criteria:

· Plan View Roof Dimension Drawing #1 - Attached. Priority should be given to the 2nd floor roof area for panel installation with the balance of panels on the1st floor roof area (if needed). The size of the system should be determined by maximizing our potential energy output with the budget provided (total $4,092,000) All dimensions should be verified by the contractor.

· Electrical Drawings - Drawing set #2 (provided during Pre-bid walk or available for copy at 450 Golden Gate Ave, 4th floor, San Francisco, CA, please call the project manager listed for an appointment). Single line drawings depicting current electrical system conditions will be provided. A walk of potential electrical room areas will be performed. Two key areas with relevant proximity and access to the array locations will be discussed.

· Equipment Installation and Tie in - Photos available during the pre-bid walk – Roof and Electrical Room. Electrical rooms have space for equipment and grid tie in capability for both the 2nd and 1st floor roof installations. Electrical rooms fall under the exposed roof sections for both levels.

2.2.2. Construction. Perform all construction services necessary for the successful installation of the system based upon the design generated from 2.2.1.

2.3. Technical Requirements and Reference Materials

2.3.1. Code Compliance – Installation and equipment shall comply with applicable building and electrical codes. All products that are listed, tested, identified, or labeled by UL, FM, ETL, or other National Recognized Testing Laboratory shall be used when available. Non‑listed products are only permitted when listing does not exist. Non-listed products must be identified as such in all submittals.

The contractor shall provide materials that are recyclable, contain recycled materials, and that are EPA or Energy Star Rated if they are available on the market.

The contractor shall in all cases use low VOC components when possible.

PBS P100 “Facilities Standards for the Public Buildings Service” (March 2005) Compliance overall is required, but specifically the electrical sections should be carefully adhered to. All referenced codes shall also be adhered to. Link:

http://www.gsa.gov/Portal/gsa/ep/programView.do?pageTypeId=17109&ooid=18742&programPage=%2Fep%2Fprogram%2FgsaDocument.jsp&programId=14432&channelId=-24268

The publications listed below form a part of this document to the extent required to meet the intent of the design:

· PV Interconnection Standards as required for Laguna Niguel (including, but not limited to: City, Utility, District or County level requirements).

· NEC Sec 720, also Article 690, 90-2 - Electrical installations of PV Equipment. Recommended installation practices (March 2001)

· UL 1703 Flat – Plate PV Modules and Panels

· UL 1741 – Standard for Static Inverters and Charge Controllers for Use in Photovoltaic Power Systems

· FM Approved – Fire Protection tests for Solar Component products

· Local structural and seismic code

· GSA fire safety guidelines (attached)

Other technical codes, guidelines, and standards that shall apply include:

· ASME PTC 50 (solar PV performance)

· ANSI Z21.83 (solar PV performance and safety)

· NFPA 853 (solar PVs near buildings)

· NEPA 70 (electrical components)

· IEEE 1547 Series (for interconnected systems)

· ASCE/ SEI-7 – American Society of Civil Engineers – “Minimum Design Loads for Buildings and Other Structures”.

· NFPA 780 – Standard for the Installation of Lightning Protection Systems Other Useful Resources:

· California Energy Commission – A Guide to Photovoltaic Design and Installation. www.energy.ca.gov/reports/2001-09-04_500-01-020.PDF

2.4. Roles and Responsibilities:

2.4.1. Contractor. The Contractor is required to provide for review and approval:

· Design Concepts (as part of Offer)

· Construction Documents that are Signed and Sealed by a licensed architect / engineer

· Submittals for Materials and Products

· Construction materials and labor

· Design and Construction Supervision / Contract Management

· Materials / Equipment

· Quality Control Plan

· Safety Plan

· Inspections and Tests

· Manuals : Design Calculations, Operation/Maintenance (including any MSDS (if relevant) and damaged panel handling instructions,) Shop Drawing, etc.Bid quality estimate of Operations and Maintenance added scope and costs

· Training of Building Operating Staff and a training module for future staff. (digital form or 5 bound copies).

· Case study of project detailing the progression of all stages of design and construction, training, and 3 months of documented energy production.

2.4.2. Government. The Government will provide:

· The site

· Review / comment on design submittals, including the Quality Control Plan

· Inspection / Test Witnesses to verify attainment of performance requirements

· Progress payments for design / construction shall be as agreed upon after approval of the progress payment schedule.

3. WARRANTY & INTERCONNECTION AGREEMENT

3.1. Warranty

Provide a minimum of a 20-year total system warranty. No module will generate less than 90% of its specified minimum power when purchased. PV modules shall have a 20-year limited warranty guarantying a minimum performance of at least 80% of the original power for at least twenty (20) years. If the performance falls below specifications during the Contractor’s warranty period, the Contractor at the Contractor’s expense shall replace / repair the defective equipment. Measurement made under actual installation and temperature will be normalized to standard test conditions using the temperature and coefficients published in the module specifications.

3.2. Interconnection Agreement

The local utility shall be engaged and specifically involved in the design development and commissioning of the interconnection and other utility specific component issues. The Contractor is responsible for obtaining the interconnection agreement from the utility. The Contractor will provide a copy of the interconnection agreement between the GSA and the utility company. GSA will sign the interconnection agreement, not the Contractor. Further advise and update on affects and possible advantages of pending rule 21 tariff that Southern California Edison has currently filed with the CPUC.

4. DESIGN SERVICES

Design services for this project shall require a design development submission (25%), a 75% Design Development Submission, a 100% Check Set Submission and a Construction Document Submission. A final set of as-built drawings shall also be provided to the Government. These submissions shall be delivered by:

· 25%

- NLT 30 calendar days after contract award. Include completed (unsigned) all applicable incentive/rebate agreements with this submittal. http://www.gosolarcalifornia.ca.gov/csi/index.html

· 75% NLT 30 calendar days after receipt of GSA comments on 25% documents

· 100% Check Set NLT 30 calendar days after receipt of GSA comments on 75% documents.

· Final stamped Construction Documents NLT 10 working days after receipt of GSA comments on 100% Check Set.

(Note – is 3 months necessary for the design??)

The design package shall include the following:

4.1. Kickoff Meeting / Site Survey Visit: Within 2 weeks after receipt of the contract award, a kickoff meeting will be arranged to review the Statement of Work. The meeting will be attended by GSA team members and the contractor’s personnel. At a minimum, the prime contractor’s project manager and foreman, the primary designer, and a representative of any subcontractor performing over 25% of the work must attend. The meeting will be held at the project location. The purpose of the meeting will be to discuss the contractor’s plan for completing the design and construction. A walk through of the site will occur at either the beginning or the end of the meeting.

4.2. Specifications: Specifications which express all information that demonstrates sufficient detail so as to direct the construction work outlined in this Statement of Work shall be required. Incorporate the attached edited GSA Masterspec Division 1 General Requirements into the project specifications. The specifications package shall be coherent enough that any contractor not familiar with the project would be able to construct the project design. The specifications shall include all equipment information, proposed installation/interconnection information, dimensions and layout, and performance characteristics of the system.

4.2.1. The A/E shall develop the specifications and drawings in accordance with the National CAD Deliverables Policy. The Construction Document and As-Built Drawing submissions will be returned to the contractor to be redone if they are not 100% compliant with the CAD policy.

4.2.2. All drawings, estimates, calculations, and specifications shall be in English units.

4.2.3. The specifications shall completely encompass the Statement of Work and design of the project.

4.2.4. The contract shall take into account a construction plan producing a minimum disruption of day-to-day activities, utilities, services, site safety, contractor-provided services (trash removal, portolets, on-site trailers/space, etc) etc.

4.3. Construction Drawings:

4.3.1. Provide drawings for each discipline required (architectural, structural, electrical, etc.), with separate plans for new work and demolition as well as special types of drawings where necessary, such as enlarged plans, equipment curbing, flashing and waterproofing details, exterior wall and roof penetration details etc. Drawings shall clearly distinguish between new and existing work.

4.3.2. Each drawing shall indicate project title, project number, building name, building number, building address, A/E firm, A/E's address and/or phone number, contract number, drawing title, drawing type, drawing number, and key plan. A cover sheet shall be provided and shall include a list of the drawings, legend, vicinity map, and location map in addition to all items required for each drawing. Each A/E submission shall be clearly dated and labeled (e.g. 75% Design Development Submission, 100% Check Set Submission, Construction Document Submission, As-Built Drawings, etc.). Each drawing sheet submitted shall include a graphic scale in the lower right-hand portion of the sheet and a directional representation on each sheet. The final set shall be stamped by a registered engineer and/or registered architect for the state in which the building is located. At a minimum, the following drawings are required:

· Site Plan Including Utility Locations and Connections – shall show staging and phasing requirements.

· Electrical Plans – including Single Line Diagram and Utility Interconnection.

· Electrical Details.

· Structura;/seismic Details (provide calculations);

· Any drawings that may be required to install a complete project.

· Details and locations of all required penetrations into the building.

4.3.3. The Contract Documents shall sufficiently define the Statement of Work and shall stand on their own.

4.3.4. Work shall be coordinated on all drawings and specifications to assure that all necessary labor and materials are included to provide a fully functioning photovoltaic system.

4.3.5. Specifically address the means to keep the facilities accessible and operational by means of relocation and / or phasing.

4.4. Calculations: The contractor will provide the following calculations with each submittal:

4.4.1. System Electrical Calculations:

· PVWATTS Calculation.

· System Energy Production Calculation showing System Energy Production Calculation showing estimated monthly and yearly energy output and savings opportunities (using net metering).

· Calculation of projected energy savings (in dollars) for this project.

· Possible rebates and incentives - http://www.dsireusa.org/

· Other helpful resources:

· Clean Power Estimator http://gosolarcalifornia.cleanpowerestimator.com/gosolarcalifornia.htm

· Go Solar California Solar 101/calculators - http://www.gosolarcalifornia.ca.gov/solar101/calculators.html

4.5. Registration Seals: Each final working drawing and each submitted specification and calculation document shall be signed by, bear the seal of, and show the State Certificate Number of the Architect and / or Engineer who prepared the document and / or is responsible for its preparation.

5. DESIGN SUBMISSIONS

5.1. Design Reviews: For each design / drawing submissions, the Government reserves the right to make comments and request changes after the receipt of the submission. Reviews will be made by Government staff and / or the CM. As part of its review, the Government may offer submission reviews to local code officials. The Government shall provide review comments within fourteen (14) days of receipt of the 75% Design Development Submission and the 100% Check Set Submission.

If the contractor believes that any Government design comments or requested changes will result in a change in the contract cost, they shall notify the contracting officer and project manager within seven (7) calendar days of receiving the comment(s) and provide detail cost estimate of anticipated contract modifications.

5.2. Purpose: The Government will review Contractor design submissions to verify adherence to contract requirements. Design reviews by the Government are not to be interpreted as resulting in an approval of the Contractor's apparent progress toward meeting contract requirements but are intended to discover any information which can be brought to the Contractor's attention which might prevent errors, misdirection, or rework later in the project. The Contractor shall remain completely responsible for designing, constructing, operating and maintaining the project in accordance with the requirements of this Statement of Work.

5.3. Resolution of Comments: The Contractor shall respond to all design review comments in writing, indicating one of the following: (1) Adoption and action taken, (2) Adoption with Modifications and action taken, (3) Alternative Resolution and action taken, or (4) Rejection. In cases other than unqualified adoption, the Contractor shall provide a statement as to why the reviewer's comment is inappropriate. Rejection items shall not go forward to the construction phase until adequate resolution to the rejected item has been approved by the CO. Design review comments shall not relieve the Contractor from compliance with terms and conditions of this contract. Contractor's comment resolution shall be transmitted to the Government within seven (7) calendar days of comment receipt and incorporate discussions from the scheduled design comment review meetings.

6. QUALITY CONTROL PLAN (QCP)

6.1. Content: For each performance and installation requirement, the QCP shall identify: item / system to be tested, exact test(s) to be performed, measured parameters, inspection/testing organization, and the stage of construction development when tests are to be performed. Each inspection/test shall be included in the overall construction schedule. The Contractor is not relieved from required performance tests should these not be included in the plan.

The QCP is intended to document those inspections / tests necessary to assure the Government that product delivery, quality and performance are as specified. It also serves as an inspection coordination tool between the Contractor, the Government, and the CM. Examples of these inspections/tests are the lightning control inspection, and the final test / inspection for overall performance compliance of the system.

6.2. Submissions: The QCP shall be prepared and submitted within 14 calendar days of the kick off meeting and prior to any construction on-site. The QCP may be rejected as incomplete and returned for resubmission if there is any performance, condition or operating test that is not covered therein.

6.3. Updating: During construction, the Contractor shall update the plan if any changes are necessary due to any changes or schedule constraints. The Government's Contracting Officer's Representative (COR) and the CM shall be notified immediately of any schedule and/or procedural changes.

6.4. RFI (Request for Information) – All requests for information shall be answered with 7 calendar days of receipt. A report/ log detailing RFI’s (including request and outcome by discipline) will be maintained and uploaded to the construction management system (currently ePM) and a copy sent to the CO and COR.

7. SOLAR ELECTRIC SYSTEM

7.1. The entire solar electric system shall meet the requirements of the California Solar Initiative http://www.gosolarcalifornia.org/csi/index.html

7.2. Photovoltaic Modules

7.2.1. PV Modules shall be UL Listed and shall be properly installed according to manufacturer’s instructions, NEC, and as specified herein.

7.2.2. The PV modules shall be installed such that the maximum amount of sunlight available year-round on a daily basis should not be significantly obstructed. All projects must include documentation of the impact from any obstruction on the seasonal or annual performance of the solar electric array.. The National Renewable Energy Laboratory has several, helpful resources - http://www.nrel.gov/analysis/analysis_tools_tech_sol.html

7.2.3. The solar electric system shall adhere to a minimum design threshold, relative to the estimated system production using PVWATTS. Solar electric array orientations require that the calculated system output shall be 80% of the default output calculated by PVWATTS. Additionally, all individual series strings of modules output shall be at least 70% of the default output calculated by PVWATTS.

7.2.4. System may be constructed using tilted or flat solar module system. The system must still be shown to perform as required.

7.2.5. System wiring shall be installed in accordance with the provisions of the NEC.

7.2.6. All modules installed in a series string shall be installed in the same plane.

7.2.7. Ten (10) extra PV panels shall be provided.

7.3. Inverter and Controls

7.3.1. Each inverter and associated controls shall be properly installed according to manufacturer’s instructions.

7.3.2. The inverter shall be certified as compliant with the requirements of IEEE 929 for small photovoltaic systems and with UL 1741 specifically for utility grid interconnection of PV arrays. The Inverter shall have at a minimum the following features:

· UL/ETL Listed

· Peak Efficiency of 96% or higher

· Inverter shall have operational indicators of performance and ability to add data acquisition and remote monitoring.

· The inverter shall be capable of parallel operation with the existing AC power. Each inverter shall automatically synchronize its output waveform with that of the utility upon restoration of utility power.

7.3.3. The system should be equipped with the following visual indicators and/or controls:

· On/off switch with associated lights

· Operating mode setting indicator

· AC and DC overcurrent protection

· Operating status indicator

7.3.4. Warning labels shall be posted on the control panels and junction boxes indicating that the circuits are energized by an alternate power source independent of utility-provided power.

7.3.5. Operating instructions shall be physically posted on or near the system, and on file with facilities operation and maintenance documents. A digital copy should be accessible (link is acceptable) from the remote monitoring website.

7.3.6. Provide detailed Lock Out / Tag Out instructions for all equipment.

7.3.7. Power provided shall be compatible with on site electric distribution systems.

7.3.8. Install inverters and control panels inside of the building where possible.

7.4. Control Panel to Solar Electric Array Wire Runs

7.4.1. Areas where wiring passes through ceilings, walls or other areas of the building shall be properly ?restored booted?, sealed and returned to its original condition. Fire caulking must be used seal any wall or floor-ceiling penetration gaps.

7.4.2. All interconnecting wires shall be copper.

7.4.3. Thermal insulation in areas where wiring is installed shall be replaced to “as found or better condition.” Access doors to these areas shall be properly sealed and gasketed.

7.4.4. Wiring connections shall be properly made, insulated and weather-protected.

7.4.5. All power wiring shall be attached to the system components by the use of strain reliefs or cable clamps, unless enclosed in conduit.

7.4.6. All outside wiring shall be rated for wet conditions and/or encased in Rigid or aluminum conduit. The last three feet may be liquid tight to allow for movement and maintenance.

7.4.7. Insulation on any wiring located in areas with potential high ambient temperature shall be rated at 90° C or higher.

7.4.8. All wiring splices shall be contained in UL-approved junction boxes.

7.4.9. All junction boxes shall be aluminum or stainless steel with hinged covers and NEMA 3R or better.

7.5. PV Monitoring

7.5.1. The PV systems installed shall provide for monitoring by both GSA on their advanced metering network as well as by the general public on a web based site. The public site is intended for education and outreach regarding renewable energy production and information on avoided green house gas production. The public site shall be maintained for ten years.

7.5.2. Monitor by an IP addressable device (compatible with existing and pending BAS) and displayed graphically in a user-friendly manner the following parameters:

· DC voltage

· DC current

· DC power

· AC power

· AC energy

· Solar irradiance

· PV cell temperature

· Ambient air temperature

· Show status of all equipment

· Provide electrical one line showing operation and performance of all equipment Data shall be available both in real time and archived in fifteen-minute averages. All monitoring hardware and monitoring equipment shall be provided by the contractor.

System shall also include metering for remote data collection and display on vendor provided web site of system performance. System performance shall allow display during different monitoring periods from 1 hour to 1 year.

In addition to the web site, the Contractor shall install a flat screen monitor (42" or greater diagonal screen size) with a computer as necessary inside the south entrance of the building. Final location will be agreed on with the building manager during design. The Contractor shall provide an electrical outlet and data line to the location. This monitor shall be set up to display pertinent system performance data for public display.

7.5.3. Provide networking equipment, engineering, programming, wiring, and software to allow remote connection by GSA to the local area network. This network will communicate by Modbus IP through a SATEC circuit monitor. Purchase and installation of the SATEC circuit monitor will be by GSA; Contractor is responsible for Modbus IP communications and cooperation with GSA and GSA's separate contractors in setup of communications.

7.6. Support and Structural Requirements

7.6.1. All structures, including array structures, shall be designed in accordance with all applicable state and local codes and standards.

7.6.2. Roof structural loading calculations. These calculations shall specifically address roof loading from the PV array and confirmation that the loading does not exceed existing roof framing capacity as determined by your analysis.

7.6.3. The contractor shall provide structural calculations, stamped by a licensed professional structural engineer in the appropriate state.

7.6.4. All structural components shall be stainless steel or aluminum designed to obtain a minimum 30 year design life.

7.7. Wall and Roof Penetrations

7.7.1. Wall Penetrations shall be kept to a minimum and designed to be watertight. The actual locations both above or below grade shall be properly designed and installed. Fire caulking must be used for any penetrations with gaps.

7.7.2. If roof penetrations are required they shall be designed and constructed in collaboration with the roofing professional or manufacturer responsible for the roof and roofing material warranty for the specific site. The number and size of the penetrations necessary to extend the power and control cable into the building must be kept to a minimum and grouped in a single location when practicable. One of the evaluation critieria for bid proposals will be the number of penetrations. All weather proofing of penetrations shall be compatible with the roof warranty. Both the 2nd and 1st floor roofs’ first 2 layers consist of :

Original to Construction:

Steel Deck Light weight Insulating concrete For 1st floor roof:

Within the last 10 years, existing roof and insulation left in place and covered with Polytherm Polyglass product. As installed by Western Roofing.

For 2nd floor roof:

Replaced within the last 10 years – over deck and concrete, new rigid insulation, 2 layers of Bitumen smooth and one layer of Bitumen mineral surfaced. As installed by Western Roofing.

7.8. Exposed Conduit

7.8.1. The conduit routes shall be determined by licensed engineer between the array and the building. It shall be either above grade or below grade depending on site conditions. All below grade conduit shall be installed in a concrete encased duct bank, while all above grade exposed conduit shall be aluminum or rigid galvanized steel. A minimum of 10% space below grade conduits shall be provided for below grade runs.

7.9. Site Restoration following Construction

Not used

7.10. Lightning Protection – Provide surge protection on all exterior electrical circuits.

8. SHOP DRAWINGS/PRODUCT DATA

8.1. Submissions: The Contractor shall submit shop drawings and product data / submittals, catalog cuts, etc. as stipulated herein. Shop Drawing/product data submissions to the Government shall be made after review and approval by the Contractor. All approved product data and shop drawings shall be delivered to the Government in one submission. Shop drawing and product data submissions shall be made to the Contracting Officer's Representative and shall contain two (2) copies and 2 CDs containing copies of all the materials.

The Contractor shall combine all product data submission material into hard copy manuals for reference during all phases of construction. Shop drawings shall be bound with product data.

8.2. Reviews: Reviews of shop drawings and product data by the Government are not to be interpreted as an approval of the Contractor's product selections. The Contractor shall remain completely responsible for constructing the photovoltaic system in accordance with all contract performance requirements.

8.3. Products for Submission: The Contractor shall provide shop drawings and product data for all systems, equipment and materials.

8.4. Construction Reports: The Contractor shall provide (in both hard-copy and digital form) all field construction reports to the COR and CM. A final summary of the work performed, amendments to the original designs and QCR and a list of all project-related documents submitted must be given. Also, immediately any incidents must be reported to the CM and COR and any incident reports must be given to the CO and COR as soon as possible.

9. INSPECTIONS AND TESTS

9.1. General: The Contractor shall perform inspections and tests throughout the construction process including: existing conditions/needs assessments, construction installation placement/qualification measurements and final inspections/tests performance certification. Periodic “Quality” inspections shall also be conducted to support progress payments as identified in the contractor’s quality control plan. The contractor is responsible for compliance with all codes, standards, and specifications herein.

9.2. Government Witness: All inspections and tests, to verify documented contract assumptions, to establish work accomplishment, or to certify performance attainment shall be witnessed by the Government and/or CM and coordinated through the QCP.

9.3. Final Inspections and Tests. In order to ensure compliance with provisions of the NEC, an inspection by a licensed electrical inspector is mandatory after construction is complete. Unless otherwise identified, manufacturer recommendations shall be followed for all inspection and test procedures. Selected inspectors cannot be an employee of the contractor;’s organization. The COR must be given 36 hour notice of pending inspections.

9.4. Documentation: Inspections/tests required in the QCP shall result in a written record of data/observations. Selected inspectors cannot be an employee of the contractor;’s organization. The COR must be given 36 hour notice of pending inspections and testing, including critical path inspections as outlined in the project schedule. The Contractor shall provide two (2) copies of documents containing all test reports/findings. Test results shall typically include: item/system tested, location, date of test, time of day and climactic conditions, test parameters/measured data, state of construction completion, operating mode, Contractor Inspector/Government witness, test equipment description and measurement technique, and the name of person(s) performing the testing with any of their relevant licensure. All documentation required may also be required to be uploaded to the construction management system (currently ePM) by the contractor.

10. PROJECT CLOSEOUT

10.1. Preparation for Final Inspection and Tests. The following steps shall be taken to assure the project is in a condition to receive inspections and tests.

10.1.1. Record Drawings. Finalize Record Drawings/Manuals, indicating all “As-Built” conditions.

10.2. Record Drawings: The Contractor shall maintain record drawings of all changes/deviations from the original design. Notations on record drawings shall be made in erasable red pencil or other color to correspond to different changes or categories of work. Marked-up drawings shall always be maintained at the Contractor’s on site construction office, available for Government and/or CM to review. Record drawings shall note related change order designations on impacted work. When shop drawings indicate significant variations over design drawings, shop drawings shall be incorporated as part of Record Drawings..

10.3. As-Built Drawings and Specifications: The Contractor shall provide "As-Built Drawings" and documents based upon actual site installation. Should the Government determine that variations exist between finished construction and the As-Built Drawings, the Contractor shall correct drawings to the satisfaction of the Government.

The contractor shall submit two (2) hard copies and two (2) CDS containing the “as-built”drawings and specifications as CAD and pdf files. The As-Built drawings in CAD shall comply with GSA National CAD Deliverables Policy.

10.4. Warranties and Guarantees: Submit specific warranties and guarantees, final certifications and similar documents upon substantial completion and prior to final payment. All warranties shall be signed by a Principal of the Contractor’s firm and sealed if a corporation.

10.5. Maintenance Manual: The Contractor shall prepare two (2) hardcopies and two (2) CDs containing detailed Maintenance Manual, identifying all procedures, tools, and equipment necessary to provide maintenance per manufacturer's recommendations.

10.6. Spare Parts: At completion, provide 10 spare panels and any parts necessary (system specfici) to complete field-practical warranty work.

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