Performance Work Statement.docx

Performance Work Statement (PWS) Field Research Facility Duck, NC Building 0003 Window and Siding Replacement

1.0 General Requirements:

1.1 Background: The Field Research Facility (FRF) located in Duck, North Carolina is a remote field station of the United States Army Corps of Engineers (USACE) Engineering Research and Development Center (ERDC). Building 0003, which houses a mechanics shop and a conference center (see Photos 1-7), located 300 feet from the Atlantic Ocean, was originally constructed in 1982 and underwent major renovations in 1990 including the addition of shop space, bathrooms, and a conference room. The 5785 sq/ft three-story structure today shows significant signs of deterioration due to thirty-five years of exposure to water, salt, sun, and sand from storm events and now requires window and siding replacement to include: siding, sofit, trim, windows, pedestrian doors, exterior light fixtures, exterior staircase, and paint. The Contractor shall supply all materials, labor, and equipment necessary to complete the project herein described unless otherwise noted. Local building codes shall apply with attention to utilizing material and installation practices that ensure resistance to salt corrosion and hurricane force winds.

1.2 Contractor Access and Use of Premises:

1.2.1 Location: Building 0003, Field Research Facility is located at 1261 Duck Road, Duck, NC 27949.

1.2.2 Electronic Communication: All electronic communication regarding day-to-day execution of the contract, including submittals, shall be sent by email to the on-site Contracting Officer’s Representative (COR) and copying the Technical Point of Contact (TPOC).

1.2.3 Schedule: All work shall be performed during regular business hours, Monday through Friday from 0700 – 1730, excluding Government holidays. Requests for work outside of regular business hours shall be submitted in writing to the Contracting Officer for consideration and approval.

1.2.4 Interference with Traffic, Government Activity, and Property:

a. The Contractor will be working on a building that will be occupied by Government employees during renovation. The Contractor shall conduct the work in such manner as to cause as little interference as possible with on-site activities. Coordinate with the COR daily to temporarily restrict entrances and passageways during removal of damaged areas and installation of materials to prevent potential injuries. Entrances shall be posted “Danger, No Access” or similar with Contractor provided signs at times to prevent any potential injury.

b. The Contractor shall coordinate all required work with the COR with a goal to preserve and protect Government property. The Contractor shall protect interior furnishings from damage to include protecting the interior from dust and debris produced during the repair process utilizing dust covers if necessary.

c. Damage other than resulting from normal wear and tear should be repaired or replaced by the Contractor to as good a condition as it was prior to the beginning of work and to the satisfaction of the COR.

1.2.5 Building Security: The building and its contents shall be kept secure at the end of each workday. Windows and doors, existing or replacements, shall be in place, or temporary closures, to discourage the incursion of weather and/or unauthorized personnel.

1.2.6 General Safety: The Contractor shall follow safety requirements outlined in EM 385-1-1.

a. The Contractor shall submit an Accident Prevention Plan (APP) to the COR which addresses potential project hazards, such as falls, hazardous agents, fire, power tools, load handling, and any other identified hazards. Personnel Protection Equipment (PPE) shall be provided by the Contractor and identified in the APP.

b. The Contractor shall designate work areas in coordination with the COR and provide barriers to separate work areas from employee access areas using “Danger Work Zone” signs or similar and physical barriers, forming a continued deterrence, such as plastic fencing or cones and caution tape. These barriers must be maintained throughout the project.

1.2.7 Environmental: The Contractor shall comply with the National Environmental Protection Act, State, and local environmental regulations.

1.2.8 Utilities:

a. Government supplied electricity and domestic water are available for use during the project at no charge to the Contractor.

b. Government-provisioned bathroom facilities are not available to the Contractor. A portable bathroom facility shall be provided and maintained by the Contractor during the duration of the project.

c. Indoor storage is not available to the Contractor. Locations are available for Contractor trailers, storage containers, equipment, and vehicle parking. Coordinate locations for all Contractor supplied equipment with the COR.

1.2.9 Delivery, Storage, And Handling:

Inspect materials delivered to the site for damage. Do not install any product that has been damaged. Unload and store material with minimum handling and according to the manufacturer’s recommendations. Government forklifts are not available for offloading project material deliveries. Coordinate location of on-site storage space of materials with the COR. Protect uninstalled windows from rain events and protect finished surfaces during handling and storage using manufacturer's standard methods.

1.3 Submittals

1.3.1. Submittal Procedures: Government approval is required for project materials. Submit manufacturer’s installation instructions to the TPOC and COR for all items listed in the Material Description section 4.0. Product data, shop drawings, samples, schedules, SDS Sheets, and other data pertaining to materials used on the project shall also be submitted electronically to the TPOC and COR for approval. Submittals shall be complete, adequately describing the material for each definable feature of work as required.

1.3.2. Submittal Schedule: All material submittals shall be submitted and approved prior to delivery on site. The COR shall have up to 48 hours, a period of review, to approve or disapprove submittals starting at the time of Contractor submission. Ensure that no material has been delivered and installed until the corresponding submittal for that material has been returned as “approved”.

1.3.3 Product Variations: Variations of contract requirements require Government approval by the Contracting Officer (KO) and will be considered only where advantageous to the Government. Substitutions of material not considered advantageous to the Government will be denied. Discussion with the COR prior to submission may help ensure functionality and quality requirements are met and to minimize rejections and resubmittals. When proposing a variation, deliver a written request to the COR with documentation of the nature and features of the variation and why the variation is desirable and beneficial to the government.

1.3.4 Contractors Responsibilities: Determine and verify field measurements, quantities, and material compatibilities with existing conditions. All measurements given in this Performance Work Statement (PWS) including in the window and door schedules are rounded to the nearest foot. The Contractor is responsible for verifying all measurements related to this contract.

1.4 Removal of items to be repaired by replacement

1.4.1 General: Do not begin removal/replacement until authorization is received from the KO to commence work. Comply with federal, state, and local hauling and disposal regulations. Take precautions to prevent damage to existing items that will remain in place, to be reused, or to remain the property of the Government.

1.4.2 Replacement Plan: Submit a Replacement Plan to include removal sequence, removal procedures, debris containment plan, on-site storage locations, and plan for off-site removal of materials. Debris collection containers shall be provided by the Contractor and placed in a COR approved location adjacent to the project site.

1.4.3 Dust and Debris Control: Do not allow accumulations or spread of dust and debris inside or outside of the building. Remove all debris from project site.

1.4.4 Protection against Weather: Always protect the interior of the building from the weather. Have materials and workmen ready to provide adequate and temporary covering of exposed areas to ensure protection against water ingress. This project location is very exposed and can be subject to extreme weather. Coverings must be adequate to protect the interior in strong weather conditions. Always protect project materials that may be damaged from the weather.

1.4.5 Protection of Personnel: The Contractor shall take action to protect all personnel working in and around the site by restricting work areas by use of physical barriers and signage. See section 1.2.6 regarding general safety requirements.

1.5 Site Visit: See Section I of the solicitation for site visit details.

1.6 Applicable Publication

EM 385-1-1 USACE Safety and Occupational Health Requirements UFGS 02 41 00 Demolition and Deconstruction ANSI A10.6 Safety Requirements for Demolition Operations AWPA U1 Pressure Treated Lumber AWPA C9 Plywood – Preservative Treatment by Pressure Processes ASTM A653-B Hot Dipped Galvanized Sheet Steel ASTM Cii86 Standard for Flat Fiber Cement Sheets ASTM C1186 Standard Specifications for Flat Fiber-Cement Sheets ASTM C578 Standard ASTM C834 or C920 Caulk ASTM D1970 Standard Specification for Self-adhering Underpayments ASTM D412 Test Methods for Vulcanized Rubber ASTM E2112 Standard Practice for Installation of Exterior Window, Doors… ASTM E96 Water Vapor Transmission of Materials ASTM D3833 Water Vapor Transmission of Pressure-Sensitive Tape ASTM F547 Definitions of Terms Relating to Nails for use with Wood ASTM F593 Standard Specifications for Stainless Steel Fasteners ASTM E1886/E1966 Large Missile Test ASTM E2112-19C Standard Practice for Installation of Exterior Windows

AWPA U1

MPI 09 91 13 Exterior Painting Guide Specification MPI 09 91 23 Interior Painting Guide Specification NFPA 70 National Electrical Code NFPA 101 Life Safety Code TAS 201/202/203 Tests for High Velocity Hurricane Zone

2.0- Project Summary:

2.1 Existing Building Description:

Building 0003 contains a mechanics shop and garages on the first floor; bathrooms, a sediment lab, and kitchenette on the second floor; and a conference room on the third floor. The structure consists of a reinforced standard cinder block and 2” x 6” stud structured exterior wall anchored to a cast in place reinforced concrete slab. The 2” x 6” stud exterior wall structure is strengthened with ½” plywood sheathing which is held flush with the outside face of the cinder block wall below it (see Figure 1). The existing block and sheathed 2” x 6” stud exterior face is finished with 1” expanded polystyrene insulation board sealed with a stucco exterior finish. This system is known as EIFS or Exterior Insulation and Finish System, also known as synthetic stucco. There are 25 windows: 2 each 4’ x 2’ Anderson Perma-Sheild vinyl clad wood awning windows, 14 each 2’ X 5’ Anderson Perma Sheild vinyl clad wood casement windows, 3 each 4’ X 5’ Pella picture windows, 2 each 2’ X 5’ Pella casement windows, and 4 each 4’ x 4’ (Pella ?) picture windows located on the south side of the building. There are 6 pedestrian doors: 2 commercial steel doors and 4 fiberglass residential type doors. The 2 existing commercial doors (type C, see Fig. 4 Door Schedule) shall remain. The 4 existing residential doors (types A and B, see Fig. 4 Door Schedule) shall be replaced with steel commercial doors. All original rough openings measure 3’ X 7’ (Contractor shall verify). There are 7 garage doors (not to be replaced); these doors will be painted. The pressure-treated exterior staircase on the west side permitting access to the third-floor conference center shall be replaced. The 7 security lights attached to the building exterior shall be replaced with Government provided fixtures.

2.2 Project Task Summary:

3.0 Tasks and Deliverables:

Task 1: Meeting, Submittals, Mobilization, and Staging:

1.1 Within 14 days of award, the Contractor shall attend an on-site kick-off meeting with the COR to walk through project area to discuss the project and clarify any points of the contract.

1.2 Contractor electronically emails to the COR and TPOC all material submittals, as specified in section 1.3, prior to the material delivery at the project location.

1.3 Contractor shall mobilize within 30 days of award. All equipment, portable toilets, trailers, storage containers, dumpsters and Contractor personnel shall be staged on-site to begin the repair by replacement.

1.4 Erect safety barriers around the work site in coordination with the COR as described in section 1.2.6.

Deliverable: On-site Kick-off meeting has occurred, project submittals have been approved, Contractor has mobilized, and safety barriers are in place.

Task 2: Siding and Trim Replacement:

2.1 Remove existing light fixtures, signs, fire alarm strobe, power receptacle covers, and lightening protection members. Keep the fire alarm strobe and electrical covers for re-use. Discard lightening protection materials and lightening fixtures. The Government shall provide storage for these Government owned items until ready for re-installation. There is a Continuous Operating Reference Station (CORS) antenna mounted to the east side of the building. Special consideration and care must be maintained regarding this antenna. Do not remove it but discuss with the COR a plan to work around it or a plan to remove it for a brief period.

2.2 Remove all existing stucco siding and insulation board down to the concrete block and down to the ½” sheathing (see Fig. 1). Remove cement board siding on southside of building and any other type exterior siding. Contain stucco and insulation for disposal being careful to prevent material from escaping into the surrounding environment.

2.3 Remove all soffit and facia boards.

2.4 Inspect existing plywood sheathing and replace (up to 8 boards) if rotten or damaged.

2.5 Install salt treated 2 x 4’s vertically on 16” centers around the entire building including areas needed for siding trim or finish mounting, such as building corners, bottom and top nailers, and around windows. Fasten 2 x 4’s with construction adhesive and ¼” x 4” stainless steel structural concrete screws.

2.6 Install 1 ½” R7.5 foam board insulation between the 2 x 4s using construction adhesive. All voids between 2 x 4’s shall be filled with insulation.

2.7 Install ½” cdx plywood sheathing to 2 x 4’s with ACQ rated corrosion resistant 2 3/8” ring shanked sheathing nails (electro-galvanized nails are not acceptable). The lowest row of sheathing at ground level shall be salt treated cdx and the rest of the building can be regular cdx. Apply horizontally or vertically. Extend sheathing over and nail to bottom and top nailer. Abut sheathing edges over centerlines of supports. Allow 1/8 inch spacing between panels and 1/8 inch at windows and doors leaving room for seasonal expansion. If sheathing is applied horizontally, stagger vertical end joints. Nail panels with ACQ rated nails spaced 6 inches on center along edges of the panel and 12 inches on center over intermediate supports. Keep nails 3/8 inches away from panel ledges. Provide 2 by 4 blocking for horizontal edges not otherwise supported.

2.8 Install 30 lb. felt paper over cdx plywood using button cap nails. Install the weather resistive barrier shingle fashion, horizontally, beginning at the bottom of the wall. Lap edges 4 inches, and nail with one-inch, hot-dipped galvanized roofing nails, spaced 12 inches on center and driven through tin discs or similar. Use flashing tape where needed to ensure 100% protection of underlayment. Follow manufacturers’ recommendations and industry standards.

2.9 Install copper head flashing above windows and doors, where siding meets the roof and other areas specified in manufacturer’s instructions.

2.10 Install soffit, facia, and trim per manufacturer’s installation instructions. Use 316 stainless steel nails suitable sized for North Carolina Wind Zone III and which meets local building codes. Trim must be installed at least 6” above grade. All horizonal trim boards are required to be flashed with a ¼” clearance between siding and z flashing. At roof and wall junctures and according to roofing manufacturer’s instructions, flashing and counterflashing are required. Panels must be installed with a minimum 1” clearance from roofing.

2.11 Install siding (approx. 5,893 sq. ft. Contractor must verify area): Follow the manufacturer’s installation instructions. See Figures 5, 6, 7, 8. Bottom board must be installed at least 6” above grade. All edges shall be backed with framing members. Panels should be installed using maximum practical lengths. Begin with starter strips to achieve the proper angle. End joints shall be made over framing members and be so alternated that at least two boards will be between joints on the same support. Shorter pieces shall be uniformly distributed throughout each area. Ends of siding shall be predrilled if necessary to prevent splitting when nailed. Siding shall be overlapped with a 7” reveal and nailed into each support in accordance with manufacturer’s instructions. Stagger joints 32” or more. Fasteners must penetrate studs at least 1”. Field cuts shall be sealed with paint or sealant. Use flashing at all siding joints per manufacturer’s recommendation. For sides, bottom, and around windows and trim leave 1/8” gap and fill with recommended sealant.

Deliverable: The COR shall verify removal of fixtures and materials, removal of existing siding, soffit and fascia, inspection of sheathing, vertical 2 x 4 installation, insulation installation, sheathing installation, water-resistive barrier installation, flashing installation, fascia, and trim installation, and siding installation. The TPOC shall verify that all materials are installed per contract requirements and by the manufacturer’s installation instructions.

Task 3: Window Replacement:

3.1 Remove all windows (carefully so that interior trim is not damaged). There are 25 total windows (see photos 1-4 and Fig. 3, 5-8).

3.2 Examine areas to receive windows. Notify COR of conditions that would adversely affect installation or subsequent use. Do not proceed with installation until all unsatisfactory conditions are corrected.

3.3 Prepare rough openings: Ensure rough openings are within 1/8” of square and that the rough openings are plumb and the sill plates are level. Make adjustments if necessary. Wrap 30 lb. felt around sill, head of opening, and vertically from head to sill according to the window manufacturer’s installation instructions. Seal felt with tape. Apply sill flashing to rough opening sill and 6” up the corners on both sides.

3.4 Install windows: Install 25 new windows. See Fig. 3 Window Schedule for sizes and types and see section 4.0 Material Description for window specifications. See Fig. 5-8 for window locations. Follow manufacturer’s installation instructions. Install them to be weather-tight and freely operating. Secure assembly to framed openings, plumb and square, without distortion. Place interior seal around window perimeter to maintain continuity of building thermal and air barriers using insulating -foam sealant. Flash and seal units. Leave windows closed and locked. Remove labels and clean window glass. Reuse interior trim. Modify interior trim to fit if necessary. The Contractor is responsible for confirming the correct window sizes for the rough openings.

3.5 Install interior trim extensions if necessary to produce a finished interior look on the inside of the building.

Deliverable: The COR shall verify that the old windows are removed and the new windows are installed according to the manufacturer’s instructions, that they open and close freely, that the rough framing area is insulated, that they are installed plumb and square, that the window is cleaned, and that the existing interior trim has a finished appearance.

Task 4: Door Replacement:

4.1 Remove 4 doors and frames, the 2 on the southside and the 2 on the westside (see Fig. 4-8 for Door Schedule and door locations. The 2 existing steel commercial doors (type C) 1 on the eastside and 1 on the northside shall remain in place.

4.2 Install doors per manufacturer’s instructions.

4.3 Install 4 commercial hot-dipped galvanized (G90) steel doors with stainless steel hardware: two on the south side and 2 on the westside to the original design size of the rough openings (The Contractor is responsible for confirming all door and frame size measurements). The 3 ground floor doors have block construction rough openings (Type B) and the third-floor conference room door has wood frame construction (Type A). Doors shall be the appropriate size and type for the rough openings. The Contractor shall verify rough openings’ sizes. The frames shall be set in the openings plumb, level, and square. There shall be at least 3 anchor points per jamb.

4.4 Install all door hardware, thresholds, and weatherstripping.

4.5 Adjust doors for smooth operation and ensure all hardware functions correctly.

Deliverable: The COR shall verify that the correct 4 doors have been removed, that the new doors are installed according to the manufacturer’s instructions, that they open and close freely, that all hardware is installed and functioning correctly, and that the doors are properly sealed.

Task 5: Exterior Staircase Replacement

5.1 Remove the existing exterior staircase on the westside of building 0003, including all posts and footers. Danger signs shall be posted and barriers erected in the interior until the staircase has been replaced to alert personnel that the staircase has been removed.

5.2 Install a new staircase to the original design specifications (see figure 2) and local code compliance. All lumber shall be pressure treated, and all bolts and lags shall be hot-dipped galvanized, and all deck screws shall be type 304 or 316 stainless steel. The 6” x 6” post concrete footers shall be 4’ deep and 18” in diameter and the 4” x 4” footers shall be 4’ deep and 14” in diameter.

Deliverable: The COR shall verify that the new staircase is installed according to the design specifications and local building codes, that all materials are as specified, and that the structure is safe and secure.

Task 6: Paint Application:

6.1 Install Caulk: Caulk all joints between siding and trim. Do not caulk siding butt joints. They will receive flashing per manufacturer’s instruction.

6.2 Exterior Finish: Apply 2 coats of Government provided paint to all siding, trim, and soffit. Follow the manufacturer’s instructions and MPI 09 91 13 Exterior Painting Guide Specification.

6.3. Pedestrian Door Finish: Apply 2 coats of Government provided Exterior Latex Enamel to all 6 exterior pedestrian doors.

6.4 Garage Door Finish: scuff finish on all garage doors, treat rust with an approved rust neutralizer per the manufacturer’s instructions, such as a phosphoric acid, then apply 2 coats of Government provided paint to all garage doors.

6.5 Interior Finish: Apply 2 coats of Government provided high solids interior latex enamel to match the existing interior white trim color. Follow the manufacturer’s specifications while applying the paint. Apply paint in such a way to avoid “runs and holidays”.

Deliverable: The COR shall verify that caulking is installed per contract requirements, 2 coats of exterior paint are applied to siding and trim, all pedestrian doors are painted, all garage doors are painted, and 2 coats of interior trim touch-up paint are applied according to the manufacturer’s recommendations.

Task 7: Exterior Lightening Replacement:

7.1 Remove the 7 existing exterior light fixtures.

7.2 Install new Government provided exterior LED light fixtures in same locations as existing. All electrical work must adhere to NFPA 70 and NFPA 101.

7.3 Test lighting to ensure proper working conditions.

Deliverable: The COR shall verify that the new light fixtures are installed correctly and are fully operational.

Task 8: Touch-up, De-Mobilization, and Final Inspection

8.1 Reinstall l fire alarm strobe and the power receptacle covers. All electrical work must adhere to NFPA 70 and NFPA 101.

8.2 Installed surfaces shall be free of any contaminants or stains. Installed windows shall be cleaned so that no visible smudges or steaks are visible.

8.3 Inspection by Contractor and repair or touch-up any deficiencies.

8.4 Clean up any materials or debris that may be laying around project site. Remove all equipment, portable toilets, trailers, storage containers, dumpsters, and any other Contractor supplied materials.

8.5 Perform a final inspection with the COR of all work performed to ensure adherence to the contract and acceptance of project completion.

Deliverable: The project site is clean and free of all Contractor-supplied materials and debris. A final inspection has been successfully completed with the COR, and a joint acceptance of the project completion has been signed. All re-installed items are confirmed to be in place and functional.

4.0 Materials Description:

All materials shall be supplied by the Contractor unless otherwise noted as GOVERNMENT SUPPLIED

1. Pressure Treated 2” x 4”, grade 1, Southern Yellow Pine, AWPA U1

2. Construction adhesive, high strength polyurethane, tensile strength 200-225 psi (ASTM D412) exterior grade

3. Stainless Steel Concrete Screws, ¼” x 4”, such as Simpson TTN25400PFSS or similar ASTM F593

4. 1 ½” R7.5 foam board, extruded or graphite polystyrene, ASTM C578

5. Plywood Sheathing (Regular and Pressure Treated): C-D Grade, Exposure 1, ½” thickness exterior-grade, referred to as “CDX”. Refer to AWPA C9.

6. Moisture Barrier: 30# felt as underlayment or approved equivalents – reference ASTM E 96

7. Zip Tape, acrylic flashing tape, 12-mil thick or better, 938 psi tensile strength or better

8. Windows: Basis of Design: Anderson 400 Stormwatch Casement windows, vinyl clad exterior, coastal environment designed for hurricane strength protection. The Contractor shall verify all rough opening measurements to ensure the proper fit of new windows. The new windows shall meet these standards:

· ASTM/E1886/E1996 large missile test

· TAS 201, 202, 203 large missile test for High Velocity Hurricane Zone

· AAMA/WDMA/CSA 101/I.S.2 A440-08

Installation Flange, Hinge with Wash Mode where appropriate, Trim Stop Profile: Traditional, Right/Left/Fixed, White Exterior Frame, White Exterior Sash/Panel, white finished Interior Frame, Low-E4 SmartSun, Impact Resistant, Argon Filled, Stainless Glass / Grille Spacer Color, Grilles: None, Hardware: Corr Res Hardware, Unit CPD Number = AND-N-1-03700-00017, -Not US Energy Star, (Contractor shall confirm all sizes).

9. Window and Door Head Flashing: Copper Sheet

10. Doors: Hollow Metal Commercial Doors with G90 Hot-dipped Galvanized coating per ASTM A653-B (zinc coating shall have a minimum thickness of .9 ounces per square foot). The doors shall comply with the current edition of the Florida Building Code (FBC). The door sizes should be 3’0” x 7’0”x1 ¾” (Contractor shall confirm sizes to fit the original rough openings). All hardware shall be stainless steel. The doors shall have lever set entrance mortise type locks that conform to ANSI Function E20. The doors shall have at least 3 stainless steel ball bearing hinges with non-removable pins, a heavy-duty door closer, neoprene door sweeps, and weatherstrips.

11. Pressure Treated Lumber for Exterior Staircase. Where lumber penetrates the ground the limber shall have “ground contact” preservative treatment. See Fig 2. For lumber dimensions.

12. Fiber Cement Board: Basis of Design: To match look of adjacent building 0001.

Nichiha fiber cement NichiBoard, Cedar 8 1/4 lap siding, factory primed complying with ASTM C1186, Type A.

13. Trim: Nichiha fiber cement NichiTrim, smooth, factory primed complying with ASTM C1186, Type A.

14. Soffit: Nichiha fiber cement NichiPanel, smooth, factory primed complying with ASTM C1186, Type A.

15. 316 Stainless Steel Fasteners for all fiber cement boards. The fasteners shall meet ASTM F547 standards and sized for Florida High Velocity Hurricane Zone (Broward and Dade Counties) standards.

16. Pressure Treated Wood Starter Strips, southern yellow pine, AWPA U1

17. Paint for Garage Doors: GOVERNMENT SUPPLIED

18. Paint for Siding and Trim: 1 color, GOVERNMENT SUPPLIED

19. Paint for Interior Touch-up: GOVERNMENT SUPPLIED

20. Phosphoric Acid: Rust neutralizer

21. Caulk: Polyurethane, ASTM C834 or C920 compliant

22. Lighting Fixtures: LED exterior wallpack type fixtures, 120 volt, providing a minimum of 12500 lumens. GOVERNMENT SUPPLIED.

5.0 Quality Assurance: The Building 0003 Window and Siding Replacement work herein described shall be performed by a company regularly engaged in siding and window installation and currently licensed by the NC Licensing Board for General Contractors. The Contracting Officer will appoint a Contracting Officer's Representative (COR) to assist in the administration of the subject contract. Although other Government personnel may clarify technical points or supply relevant information, only a Contracting Officer has the authority to revise any requirements in these specifications, including those resulting from verbal clarifications. The CORfor this contract will be appointed in accordance with DFARS Deviation 252.201-7000, and a copy of the designation letter(s) will be provided to the Contractor. The Government will evaluate the Contractor's performance under this contract using unscheduled and /or random sampling quality assurance surveillance observations at any time during the project. All surveillance observations will be recorded by the Government. When an observation indicates defective performance, the Government will request the Contractor's representative or contract manager to initial the observation. All inspections will be documented and include as a minimum date and time, who performed the inspection, what was inspected, what standard and the results. Successful or exceptional performance will be documented as well as deficiencies in Contractor performance. Documentation will be maintained for future reference, audit, and proof of inspection. Any uncorrected unacceptable observation will result in an unacceptable rating, a corrective action request to the Contractor and notification to the KO.

6.0 Warranty: A warranty shall continue for all workmanship and materials for a minimum period of 1 year from the date of final acceptance of the work. The work performed under this contract shall conform to the contract requirements, the manufacturer’s installation instructions and be free of any defect in equipment, material, design, or workmanship performed by the Contractor or any subcontractor or supplier at any time during the project.

7.0 Period of Performance: Work shall be coordinated with the COR to begin within 30 days of award and to be completed 90 days after award (unless explicitly stated otherwise in the proposal concerning delays on parts).

8.0 Security Requirements:

8.1 General security requirements and guidance: The security requirements described below apply to all contract personnel (including employees of the prime Contractor (“Contractor”) and all subcontractor employees) supporting the performance requirements of this contract. The Contractor is responsible for compliance with these security requirements. Questions regarding security matters shall be addressed to the designated Government representative (e.g., Contracting Officer Representative (COR), Requiring Activity (RA) representative, or Contracting Officer (if a COR or other RA representative is not appointed). Contract personnel are critical to the overall security and safety of US Army Corps of Engineers (USACE) installations, facilities and activities, and security awareness training contributes to those efforts. The Department of Defense (DoD) and Army security training requirements specified below, if applicable, are performance requirements; all applicable contract personnel shall complete initial training within 30 days of contract award or the date new contract personnel begin performance on the contract. Within five business days from the completion of training, the Contractor shall provide written documentation (e.g., email or memorandum) to the Government representative. The documentation shall include the names of contract personnel trained and which training they completed; the Contractor shall maintain training records as part of their contract files and be prepared to provide copies of training certificates to the Government representative. Contractor personnel and vehicles are subject to search when entering federal installations. Additionally, all contract personnel shall comply with Force Protection Condition (FPCON) measures, Random Antiterrorism Measures (commonly referred to as “RAMs”), and Health Protection Condition (HPCON) measures. The Contractor is responsible for meeting performance requirements during elevated FPCON and/or HPCON levels in accordance with applicable RA plans and procedures --this includes identifying mission essential and non-mission essential personnel. In addition to the changes otherwise authorized by the changes clause of this contract, should the FPCON or HPCON levels at any individual facility or installation change, the Government may implement security changes that affect contract personnel. The Contractor shall ensure all contract personnel are aware of their security responsibilities, including any site-specific requirements identified in local policies or procedures.

8.2 Physical security and access control requirements: All contract personnel requiring physical access to a federal installation or facility shall comply with the access control procedures of that location. Contract personnel requiring unescorted access to meet contract performance requirements on a DoD installation in the US shall be vetted by the installation/facility Provost Marshal/Directorate of Emergency Services/Security Office using the National Crime Information Center-Interstate Identification Index (commonly referred to as “NCIC-III”) and Terrorist Screening Database (commonly referred to as “TSDB”). Contract personnel shall comply with all personal identity verification requirements specified in installation/facility policies and procedures. Contract personnel who do not meet requirements for unescorted access to USACE facilities shall coordinate escorted access with the Government representative, as needed. Contract personnel who receive keys, access cards, or lock combinations that provide access to government-owned property shall comply with key and lock control procedures of the RA.

8.3 Suspicious Activity Reporting training (e.g. iWATCH, CorpsWatch, or See Something, Say Something): All contract personnel shall receive initial and annual refresher training from the RA representative on the local suspicious activity reporting program. This locally developed training provides contract personnel with general information on suspicious behavior, and guidance on reporting suspicious activity to the project manager, security representative or law enforcement entity.

8.4 Escorting in classified and/or sensitive areas: In accordance with applicable regulations, all contract personnel who do not possess the appropriate security clearance or access privileges will be escorted in areas where they may be exposed to classified information or operations, sensitive information or activities, or restricted areas.

8.5 Pre-screen candidates using E-Verify Program: Contractors shall comply with the requirements set forth in FAR clause 52.222-54 Employment Eligibility Verification and FAR Subpart 22.18 in using the E-Verify Program at (https://www.e-verify.gov/) (website subject to change) to meet the contract employment eligibility requirements. Contractors are encouraged to cooperate with Federal and State agencies responsible for enforcing labor requirements to include eligibility for employment under United States immigration laws in accordance with FAR 22.102-1(i). An initial list of verified/ eligible candidates shall be provided to the COR no later than three business days after the initial contract award. When contracts are with individuals, the individuals will be required to complete a Form I-9, Employment Eligibility Verification, and submit it to the Contracting Officer to become part of the official contract file.

9.0 Location of work to be performed:

CHL-FRF Building 0001 U.S Army Corps of Engineers Engineer Research and Development Center 1261 Duck Road Kitty Hawk, NC 27949

10.0 Government Contacts:

To be provided at Award

11.0 PERFORMANCE RATING DEFINITIONS: The performance ratings below reflect definitions at FAR 42.1103 Table 42-1. The COR will use these ratings to evaluate the quality of Contractor’s performance.

Performance Rating Definition

12.0 PERFORMANCE REQUIREMENTS SUMMARY: The contractor service requirements are summarized into performance objectives that relate directly to mission essential items. The performance threshold briefly describes the minimum acceptable levels of service required for each requirement. These thresholds are critical to mission success.

DISINCENTIVE

PWS 3. Kick off Meeting

Standards:

Contractor scheduled project Kick-Off meeting within two weeks of receipt of task order.

Standard(s): Inspection applies to all standards and submittals and the ERDC makes every effort possible to provide feedback promptly. However, the contractor is advised to allow at least 10 business days for review and return of accepted deliverable(s). Generally, 10 business days is sufficient, however longer review windows may be required for unusually large or complex reviews/responses.

If the Performance Standards are found to be non-compliant the Contractor / Vendor is responsible for correcting the task(s) to a Performance Rating above Unsatisfactory and the resulting action will require completion of the task(s) at no additional cost or extension to the Period of Performance.

Task 2: Siding and Trim Replacement

Deliverable: The on-site TPOC and COR shall verify removal of fixtures and materials, removal of existing siding, soffit and fascia, inspection of sheathing, vertical 2 x 4 installation, insulation installation, sheathing installation, water-resistive barrier installation, flashing installation, fascia, and trim installation, and siding installation. The TPOC shall verify that all materials are installed per contract requirements and by the manufacturer’s installation instructions.

Contractor provided all deliverables based on the PWS.

All Tasks and Deliverables were completed on time and acceptable to the TR and COR

Standard(s): Inspection applies to all standards and submittals and the ERDC makes every effort possible to provide feedback promptly. However, the contractor is advised to allow at least 10 business days for review and return of accepted deliverable(s). Generally, 10 business days is sufficient, however longer review windows may be required for unusually large or complex reviews/responses.

Rating task completion according to Table 1.

If the Performance Standards are found to be non-compliant the Contractor / Vendor is responsible for correcting the task(s) to a Performance Rating above Unsatisfactory and the resulting action will require completion of the task(s) at no additional cost or extension to the Period of Performance.

Task 3: Window Replacement

Deliverable: The on-site TPOC and COR shall verify that the old windows are removed and the new windows are installed according to the manufacturer’s instructions, that they open and close freely, that the rough framing area is insulated, that they are installed plumb and square, that the window is cleaned, and that the existing interior trim has a finished appearance..

Contractor provided all deliverables based on the PWS.

All Tasks and Deliverables were completed on time and acceptable to the TR and COR

Standard(s): Inspection applies to all standards and submittals and the ERDC makes every effort possible to provide feedback promptly. However, the contractor is advised to allow at least 10 business days for review and return of accepted deliverable(s). Generally, 10 business days is sufficient, however longer review windows may be required for unusually large or complex reviews/responses.

Rating task completion according to Table 1.

If the Performance Standards are found to be non-compliant the Contractor / Vendor is responsible for correcting the task(s) to a Performance Rating above Unsatisfactory and the resulting action will require completion of the task(s) at no additional cost or extension to the Period of Performance.

Task 4: Door Replacement:

Deliverable: The on-site TPOC and COR shall verify that the correct 4 doors have been removed, that the new doors are installed according to the manufacturer’s instructions, that they open and close freely, that all hardware is installed and functioning correctly, and that the doors are properly sealed.

Contractor provided all deliverables based on the PWS.

All Tasks and Deliverables were completed on time and acceptable to the TR and COR

Standard(s): Inspection applies to all standards and submittals and the ERDC makes every effort possible to provide feedback promptly. However, the contractor is advised to allow at least 10 business days for review and return of accepted deliverable(s). Generally, 10 business days is sufficient, however longer review windows may be required for unusually large or complex reviews/responses.

Rating task completion according to Table 1.

If the Performance Standards are found to be non-compliant the Contractor / Vendor is responsible for correcting the task(s) to a Performance Rating above Unsatisfactory and the resulting action will require completion of the task(s) at no additional cost or extension to the Period of Performance.

Task 5: Exterior Staircase Replacement

Deliverable: The on-site TPOC and COR shall verify that the new staircase is installed according to the design specifications and local building codes, that all materials are as specified, and that the structure is safe and secure.

Contractor provided all deliverables based on the PWS.

All Tasks and Deliverables were completed on time and acceptable to the TR and COR

Standard(s): Inspection applies to all standards and submittals and the ERDC makes every effort possible to provide feedback promptly. However, the contractor is advised to allow at least 10 business days for review and return of accepted deliverable(s). Generally, 10 business days is sufficient, however longer review windows may be required for unusually large or complex reviews/responses.

Rating task completion according to Table 1.

If the Performance Standards are found to be non-compliant the Contractor / Vendor is responsible for correcting the task(s) to a Performance Rating above Unsatisfactory and the resulting action will require completion of the task(s) at no additional cost or extension to the Period of Performance.

Task 6: Paint Application

Deliverable: The on-site TPOC and COR shall verify that caulking is installed per contract requirements, 2 coats of exterior paint are applied to siding and trim, all pedestrian doors are painted, all garage doors are painted, and 2 coats of interior trim touch-up paint are applied according to the manufacturer’s recommendations.

Contractor provided all deliverables based on the PWS.

All Tasks and Deliverables were completed on time and acceptable to the TR and COR

Standard(s): Inspection applies to all standards and submittals and the ERDC makes every effort possible to provide feedback promptly. However, the contractor is advised to allow at least 10 business days for review and return of accepted deliverable(s). Generally, 10 business days is sufficient, however longer review windows may be required for unusually large or complex reviews/responses.

Rating task completion according to Table 1.

If the Performance Standards are found to be non-compliant the Contractor / Vendor is responsible for correcting the task(s) to a Performance Rating above Unsatisfactory and the resulting action will require completion of the task(s) at no additional cost or extension to the Period of Performance.

Task 7: Exterior Lightening Replacement

Deliverable: The on-site TPOC and COR shall verify that the new light fixtures are installed correctly and are fully operational.

Contractor provided all deliverables based on the PWS.

All Tasks and Deliverables were completed on time and acceptable to the TR and COR

Standard(s): Inspection applies to all standards and submittals and the ERDC makes every effort possible to provide feedback promptly. However, the contractor is advised to allow at least 10 business days for review and return of accepted deliverable(s). Generally, 10 business days is sufficient, however longer review windows may be required for unusually large or complex reviews/responses.

Rating task completion according to Table 1.

If the Performance Standards are found to be non-compliant the Contractor / Vendor is responsible for correcting the task(s) to a Performance Rating above Unsatisfactory and the resulting action will require completion of the task(s) at no additional cost or extension to the Period of Performance.

Task 8: Touch-up, De-Mobilization, and Final Inspection.

Deliverable: The project site is clean and free of all contractor-supplied materials and debris. A final inspection has been successfully completed with the COR and TPOC, and a joint acceptance of the project completion has been signed. All re-installed items are confirmed to be in place and functional.

Contractor provided all deliverables based on the PWS.

All Tasks and Deliverables were completed on time and acceptable to the TR and COR

Standard(s): Inspection applies to all standards and submittals and the ERDC makes every effort possible to provide feedback promptly. However, the contractor is advised to allow at least 10 business days for review and return of accepted deliverable(s). Generally, 10 business days is sufficient, however longer review windows may be required for unusually large or complex reviews/responses.

Rating task completion according to Table 1.

If the Performance Standards are found to be non-compliant the Contractor / Vendor is responsible for correcting the task(s) to a Performance Rating above Unsatisfactory and the resulting action will require completion of the task(s) at no additional cost or extension to the Period of Performance.

13.0 SUBMITTALS: The table below describes the minimum documentation that shall be provided to the Government Point of Contact in the time frame specified.

Fig. 1 Exterior Wall Structure Detail

Fig. 2 Exterior Staircase