SOO FEE14012-4J- Building 41410-Repair Facility-12-August-2022.pdf

SOO: FEE14012-4J- Building 41410-Repair Facility Modification: 0

STATEMENT OF OBJECTIVES (SOO)

Work Order Number FEE14012-4J – Building Number 41410

REPAIR FACILITY

Project Manager: Robert Jay

Modification #0 Date: 12 August 2022

1.0 Project Background

1.01 Skelton Hall, building 41410 was built in 1920 as the first Army Dental Facility in Arizona and served troops stationed at Ft Huachuca and outposts along the Mexican border. Named in honor of Colonel Oscar G. Skelton who was commissioned in 1916 ending his contract as a dental surgeon which started in 1913. The building foundation has failed along with the exterior walls. The building is about 615 square feet. The current siding is a double ogee where a single siding board is mimics the shadow lines of two board. This type of siding was used starting in about 1910. The jack and hip rafters are exposed and there is no soffit. The current door opening is a 36 inch by 80 inch wood frame and steel door. There is an attic section with access from the interior of the building.

2.0 Statement of Objectives

2.01 This project is a design/build. The contractor shall provide design/build services and furnish all labor, material, equipment, supervision, transportation, permits, fees, licenses necessary to renovate building 41410 located at Fort Huachuca, Arizona. A non-specific statement of work for this project is provided in section 4.0. The contractor shall prepare a more detailed scope of work outlining their Contract Execution Overview: technical approach, labor hours, materials/equipment, self-performance, sub-contractor performance and tentative schedule.

This SOO generalizes major work elements and is not all inclusive as it is performance based.

The contractor shall field verify the area of work before submitting their SOW and proposal.

3.0 Proposal Requirements

3.01 Technical Approach. The contractor Proposal Technical Approach section must address each of the line items listed in Section 4.0, Statement of Work. Language of this section must include a description of the steps and methods by which each item of the SOW will be completed.

This description must adhere to the details outlined in pertinent UFGS and UFC specifications (see listing in back of this SOO), such that a clear understanding of the requirements can be demonstrated to a competent qualified person.

3.02 Materials/Quantities/Equipment. The contractor Proposal Materials, Quantities and Equipment section must provide a clear and detailed list of all of the building materials and estimated quantities, as well as the equipment to be used in the execution of the project. These items must be presented in a bulleted list fashion such that a competent qualified person can understand what materials, estimated quantities and equipment will be used during the execution phase of the project. Group the items by project.

3.02.01 Materials shall include items such as mechanical fasteners, hardware, devices, fixtures, valves, piping, sealants, structural members, electrical wiring and all other permanently installed materials at the project location.

3.02.02 Equipment shall consist of all tools, machinery, motorized or engineer driven products, and all other non-permanent items which will not be left on site.

3.03 Labor Hours. The contractor Proposal Labor Hours section must give a detailed breakdown of labor hours, to include an estimated number of hours assigned to each trade or supervisory position including design, such that a clear understanding of the division of labor can be determined. In addition, the total number of hours estimated for the project should be listed.

Group the information by project.

3.04 Tentative Schedule. The contractor Proposal Tentative Schedule section must provide a detailed estimate of all activities to be conducted during the project period of performance. Scheduled actions must be listed in a logical order to demonstrate a clear timeline of the proposed project activities. Each building will have an individual schedules.

4.0 Statement of Work

4.01 The following list is not detailed in scope. The contractor shall provide a more specific scope of work.

4.01.01 The contractor shall verify all dimensions.

4.01.02 The contractor shall perform lead-based paint and asbestos tests. The contractor shall provide the test results as a submittal.

4.01.03 The contractor shall prepare drawings of all of the repairs. The contractor shall submit all designs for approval at the following stages: 35%, 65% and final.

4.01.04 The contractor shall prepare drawings to show how to secure the structure and roof to the new foundation for winds up to 120 mph.

4.01.05 The contractor shall prepare a demolition plan.

4.01.06 The contractor shall stabilize the building to allow repairs.

4.01.07 The contractor shall design and install a new wet fire sprinkler/fire suppression system in accordance with the latest UFC 3-600-01 (Fire Protection Engineering for Facilities), UFC 3-601-02 (Fire Protection Systems Inspection, Testing, and Maintenance), NFPA 13 (Standard for the Installation of Sprinkler System), NFPA 25 (Fire Sprinkler System Report), and as approved by the Fort Huachuca Fire Department (FHFD) (Fort Huachuca Fire Department Requirements 07 May 2020 Updated) and material manufacturer requirements. The contractor shall include in their work efforts, the elevation information along with drawing submittals of as-built conditions. On-site confirmation required. The fire sprinkler lines should be concealed in the attic and/or in the facility area, when possible. The contractor shall not install a Fire Department Connection (FDC) due to the fire hydrant being so close to the facility.

4.01.08 Schedule Testing of the new fire sprinkler system with the Government PM and Fort Huachuca Fire Department (FHFD) representatives.

4.01.09 Provide and install an FHFD accessible Knox Box.

4.01.10 The contractor shall design and install a new mass notification system with internal and external speakers.

4.01.11 The contractor shall protect the existing split unit heat pump on the outside and inside with plastic sheeting during construction. The contractor have will protect the existing fire alarm system with plastic sheeting including the smoke detectors.

4.01.12 The contractor shall replace/repair the concrete columns and footings that provide the foundation of the buildings in a manner to provide a level and stable structure. The contractor shall install new wood girders on concrete columns and concrete footers to stabilize the structure. The contractor shall install screens on the building perimeter of crawlspace like what is used under the porches like building 22320 of the historical district. The contractor shall adjust the height of the building to provide 18 inches above grade. Reference UFC 3-101-01, 16 December 2020, Change 1, 5 January

2021, UNIFIED FACILITIES CRITERIA (UFC), ARCHITECTURE, 2-9.1 SECTION

2304 – GENERAL CONSTRUCTION REQUIREMENTS. 2304.12.1.1 - Joists, girders, and subfloor [Replacement], Provide a minimum of 18 inches (455 mm) clear space above finish grade and crawlspaces for light-frame wood construction. Wood girders that are closer than 12 inches (305 mm) to the exposed ground in crawlspaces or unexcavated areas located within the perimeter of the building foundation must be naturally durable or preservative treated wood.

4.01.13 The contractor shall demolish the existing gas wall heater unit and repair the wall to match existing construction. The contractor shall remove the gas line on the exterior of the building

4.01.14 The contractor shall remove all the HVAC duct in the attic and ceiling.

4.01.15 The contractor shall add R30 insulation in the attic.

4.01.16 The contractor shall replace the flooring, subflooring and insulation. The contractor shall salvage reusable floor joists and install full length sister joists to stabilize the flooring system. The contractor will install R30 insulation below subfloor.

4.01.17 The contractor shall protect components of the existing fire alarm system that was installed June 2022 and is under warranty. The contractor shall obtain the services of the installing fire alarm company to move two smoke detectors to the junction box on the true ceiling and any other components necessary to expand the latrine foot print.

4.01.18 The contractor shall install a handicap accessible latrine with new fixtures, new water fountain with bottle filler, new door and new hardware. The contractor shall install an instantaneous electric water heater and exhaust vent with fan for the latrine.

4.01.19 The contractor shall install all new plumbing lines in the building. The facility shall have a new potable water meter installed for the domestic water. The contractor shall ensure that the fire water is separate from the domestic water. The contractor shall demolish the existing water service. The contractor shall install a new water service.

The fire water service is not metered. The contractor shall install a new water service from the 6-inch diameter main.

4.01.20 The contactor shall install a concrete ramp to the exterior door to make building handicap accessible.

4.01.21 The contractor shall remove components on the exterior wall and reattach after wall is repaired. The contractor shall reroute utilities on the exterior wall to within the wall cavity that typically are installed in the wall cavity or the floor cavity.

4.01.22 The contractor shall remove all siding, building paper and insulation and replace with new insulation (R30 if possible), new building paper, add new sheeting and new cedar siding.

4.01.23 The contactor shall repair the siding with matching material. The current exterior wall uses dimension lumber with a double ogee, where a single siding board is milled to mimic the shadow lines of two boards. The contractor shall restore the siding with cedar boards of the same shape and dimensions.

4.01.24 The contractor shall repair all items associated with the windows with matching materials.

4.01.25 The contractor shall remove existing carpet and replace with carpet tile.

4.01.26 The contractor shall install and paint all new gutters, down spouts and boots. The contractor shall install a 2000 gallon underground collection tank for rain water from the downspouts. The contractor shall install a metered connection from the tank to the sanitary sewer.

4.01.27 The contractor shall remove the existing suspended ceiling system.

4.01.28 The contractor shall repair the true ceiling, add board at attic access and prepare all wood surfaces for painting.

4.01.29 The contractor shall add cedar trim in the same manner as the existing trim. The existing trim varies in width from 3 inches to 6 inches.

4.01.30 The contractor shall add caulking as part of the preparation to paint the exterior of the building. The contractor shall use the NHL color palate for all exterior painting to include gutters. The contractor shall prepare all wood for painting including widows, window frames, door, door frame, trim, jack rafters, hip rafters, and exposed roof sheathing. The contractor shall paint the exterior using the colors Rodney Hall Red-brown and Beige.

4.01.31 The contractor shall replace the electrical system from the breaker below the utility meter with all new wires and components. The current system is surface mounted and surface mounting will be allowed. New pendant hung LED light fixtures will be installed in place of each of the 2 foot by 4 foot fixtures in the building to provide the same 50 foot-candles. Half of the lighting will be on each of the new switches. The lighting in the latrine will be replaced with a LED light fixture. The contractor shall install a new exterior LED light fixture. A duplex outlet will be provided in the latrine on this same circuit a new duplex outlet will be installed by the exterior split unit. The contractor shall install new circuit breaker panel and wiring to all the components in the building. The new panel will have 4 spare breakers and 4 spare slots. The number of duplex outlets will remain the same. No more than 5 duplex outlets will be on one circuit. The contractor shall provide labeling for all duplex outlets and for panel board schedule.

4.01.32 The contractor shall remove and demolish the existing phone patch panel and repair the wall behind.

4.01.33 The contractor shall install a complete and usable system for the Cat 6 cabling. The Contractor will install six-four position communications outlet boxes with 3-Cat 6A and one cable connections in the room. The contractor shall provide labeling for all communication outlets and at the patch panel. The contractor shall demolish the existing interior phone patch panel and provide new wall mounted communication patch panel and cabinet with lockable door in the location of the old wall heater. The contractor shall provide new copper trunk line from existing exterior communications pedestal adjacent to building to the new communications cabinet and terminate the cables into the patch panel. The contractor shall provide two 1U closet connector housings with a CCH panel each (one for building 41410 and one for building 22324).

The contractor shall provide a new 4-inch diameter underground communication conduit from the new cabinet for the 12 new fiber optic lines MH-27. The contractor shall install a 15 foot loop of the fiber optic line in the communications cabinet.

4.01.34 Outside Plant. Fiber Type All Fiber Optic cable will be OSP dielectric single-mode fiber optic in innerduct. 2" Maxcell 3 cell textile innerduct will be installed in new 4 inch diameter conduit system to MH-27 shown on NEC OSP As builts grid 27.pdf.

The fiber will be labeled at MH-27 and total length of fiber shall be approximately 1500 feet including the distance from building 41410 to MH-27. The path will be along Augur Avenue (MH-26, MH 21, and into building 22324. Each MH shall have 50 feet of looped cable. The contractor shall test the fibers before and after installation between 41410 and 22324, then provide the testing report.

4.02 Closeout

4.02.01 Closeout items.

4.02.01.01 Prepare, submit and complete a DD Form 1354 Information Worksheet.

4.02.01.02 Provide water quality testing report.

4.02.01.03 Perform final inspection.

4.02.01.04 Resolve discrepancies.

4.02.01.05 Provide final as-built drawings in AutoCAD per AEC standards with no external references nested within, 3 sets of 11x17 prints and six CD/DVDs.

4.02.01.06 Submittal of AutoCAD drawings (.dwg files) shall also include every external reference file, shape file, image file, font, custom object (ObjectARX), data-link file (Excel, PDF, tif), photometric data link, and color-dependent plot table file used for producing the drawings.

4.02.01.07 Provide Operation & Maintenance (O&M) manuals, to included 3 sets of printed hard copies and six CD/DVDs.

5.0 Schedule

5.01 Notice to Proceed (NTP) shall be issued no later than 10 calendar days after the award and project shall be 100% complete and ready for final inspection no later than 180 working days after the NTP.

5.02 The contractor’s proposed schedule shall be submitted with the proposal. A revised schedule shall be submitted at the time of the preconstruction conference for approval. The schedule shall be in the form of a progress chart of suitable scale to indicate the percentage of work scheduled for completion at any given date during the period. The schedule shall take into consideration anticipated adverse weather that could preclude progress, long-lead equipment or materials critical to the completion of the project, review periods for submittal items requiring Government review and approval, air quality control permitting process and other events and milestones as necessary.

6.0 Occupancy

6.01 The building included in the scope of this contract will not be occupied.

7.0 Material, Standards, Codes, Regulations, and Workmanship (FAR 52.236-5, Material and Workmanship)

7.01 All materials and equipment shall be new unless otherwise specified. All work shall be completed in accordance with the plans and specifications, applicable industry standards, UFC, UFGS, NFPA, NEC and AABC standards; federal, state and local codes, regulations of EPA, OSHA, and NEPA, if required; Network Enterprise Center (NEC) and SSVEC requirements. All government permits, certifications, lead paint and asbestos analyses (see section 4.0), etc. shall be obtained by the Contractor prior to commencement of work or prior to beginning construction and are the specific responsibility of the Contractor (Federal, State and local governments). Air quality control permitting efforts must be coordinated with DPW ENRD Air Quality Program prior to the start of any construction and prior to making any irrevocable decisions (i.e. purchasing equipment) related to equipment, activities or processes that have the potential to emit air pollutants such as combustion exhaust, dust, asbestos, evaporative emissions, refrigerant, etc. All certifications are the responsibility of the contractor (potable water health certifications, gas weld certifications, refrigerant technician certifications, asbestos removal certifications, etc.) and must be provided to the COR prior to final payment.

7.02 The provisions of Public Law 109-58 (Energy Policy Act of 2005) shall be totally incorporated.

In the event of a conflict with industry standards, project specifications will take precedence.

7.03 The contractor shall obtain specific approval for all materials and equipment that vary from the standards established herein. All work shall be performed in a skillful and workmanlike manner to current applicable industry standards and in accordance with manufacturer instructions. Work requiring certified craftsmen shall be performed by certified personnel.

Proof of such certification, training, or other qualifications shall be made available to the Government upon request. If the manufacturer of any product used in accomplishing this project has published an installation and/or operation manual, such manual shall be followed in its entirety. If any organization such as, but not limited to, APA or ANSI publish any construction guide, it will be followed as applicable to this project. If the manufacturer’s manual deviates from any established code, regulation, local requirement or this scope of work, such deviation shall be brought to the attention of the government representative before award, for written resolution. A revised scope of work will be issued to specify such resolution and incorporated in any resulting award.

7.04 Commissioning of major systems (e.g. Mass Notification System, fire suppression, fire alarm, etc.) is required, unless otherwise noted.

7.05 The contractor shall comply with Federal directives by recycling at least 50% of Construction waste.

7.06 The contractor shall comply with all Federal, State and Army Environmental requirements.

Ensure Contractor responsibilities and operating limitations are noted in proposal [i.e. Storm Water Pollution Prevention Plan (SWPPP) shall be initiated and paid for by the contractor, contractor must conduct and record dust control for all dust-generating activities, contractor cannot use photo-chemically-reactive solvents in the application of architectural coating, etc.].

Contractor shall keep all required records as stated in the following (and any others as required by Federal/State authorities) and submit to the government.

7.07 Air, water, asbestos, lead based paint and hazardous waste, among others, need to be covered in any construction, demolition or renovation contract; thus, the contractor is required to maintain all record-keeping and submit it to the appropriate government entity at the appropriate time, with a copy sent to the DPW COR.

7.08 Work on historic buildings must follow the Secretary of Interior’s Standards for the Treatment of Historic Properties, unless otherwise specified. Repair of historic fabric of the building must be completed with in-kind materials and color. If repair is not possible, replacement must be with in-kind material and color to match the historic fabric to the extent possible. All historic fabric of the building is Government property and those items that cannot be reused (such as doors, windows, door/window hardware, hand rails, etc.) shall be returned to the Government after removal from the building.

7.09 Environmental work statement clause for all exterior work (SWPPP)

7.09.01 Through the Arizona Pollutant Discharge Elimination System (AZPDES) permitting program, the Arizona Department of Environmental Quality (ADEQ) regulates the discharge of storm water from construction sites throughout the state including those on military installations.

7.09.01.01 "Construction" refers to actions that result in a disturbance of the land, including clearing, grading, excavating, and other similar activities. It also includes "construction-related activities," areas that support the construction project such as stockpiles, borrow areas, concrete truck washouts, fueling areas, material storage areas and equipment storage areas.

7.09.01.02 Stockpiles, borrow pits, etc. need to be weed-free areas. Contractors shall use certified weed-free fill or contractors must sterilize the fill before bringing it onto the installation.

7.09.02 The AZPDES Storm water Program requires operators of construction sites one acre or larger (including smaller sites that are part of a larger common plan of development) to obtain authorization to discharge storm water under an AZPDES construction storm water permit. The Contractor is responsible for determining whether its construction site will exceed this minimum threshold with consideration of the definition provided above and if so, obtaining coverage under an AZPDES construction storm water permit.

7.09.03 Obtaining coverage under an AZPDES permit entails preparing and implementing a Storm Water Pollution Prevention Plan (SWPPP) in accordance with ADEQ requirements and submitting a Notice of Intent (NOI) for coverage under the applicable AZPDES general permit. Once ADEQ receives the NOI, ADEQ then issues an authorization certificate to the Contractor. If a contractor has a sub-contractor working together on the same project, then the contractor and sub-contractor(s) will have to submit a NOI for the same job and separate authorization certificates will be issued to each party.

7.09.04 If the Contractor determines that the project will not exceed the minimum threshold and does not submit an NOI and it is later determined that the threshold is exceeded, the Contractor will be required to stop all work until they have completed the above process. If the appropriate documentation is not provided to the Government prior to the start of construction or once the threshold is exceeded, the Contracting Officer will be notified of the failure to comply with a contract requirement, the ADEQ Enforcement Section will be notified, and other appropriate action will be taken to resolve the matter. The Contractor and any sub-contractor(s) will be liable for any fines levied by ADEQ.

7.09.05 A critical component of the SWPPP is final site stabilization. This generally involves restoring the disturbed area to at least 70% of its former vegetative state. After implementing all aspects of the SWPPP, to include final site stabilization, the contractor submits a Notice of Termination to ADEQ, ending coverage under the AZPDES permit.

7.09.06 The government highly recommends that contractors visit the ADEQ website at https://www.azdeq.gov, under water programs and type in "Construction Permits/SWPPP" in the search box for all relevant information on obtaining coverage.

7.09.07 It is the responsibility of the Contractor to develop a SWPPP that meets applicable requirements; the Government will not review or approve the Contractor SWPPP for compliance with applicable laws. The Contractor and any sub-contractor(s) shall provide a copy of the ADEQ Notice of Intent (NOI) and a copy of the SWPPP to the Government employee performing construction oversight prior to any construction or construction-related activities as defined above. Contractor may request a courtesy inspection by the Government of their site as it conforms to their SWPPP.

8.0 Door Locks

8.01 Exterior and interior doors requiring locks shall be provided with construction cores and keys by the contractor.

9.0 Clean Up (FAR 52.236-12, Cleaning Up)

9.01 The contractor shall at all times keep the work area, including storage areas, free from accumulation of waste materials. All trash will be removed from the site on a daily basis.

Upon completion of the project, all equipment, materials and other items associated with the project shall be removed from the project site and the site shall be left clean. Any and all waste products created during performance of the work shall be removed from the project site, packaged in an environmentally approved manner and disposed of OFF-POST at an environmentally approved disposal site.

10.0 Utilities

10.01 Where available, onsite utilities will be provided to the contractor at their expense and will require a Utility Sales Agreement with Fort Huachuca. These utilities shall be used only in the performance and support of the project.

10.02 Any temporary connection to the utility system will be coordinated with the contracting officer’s representative prior to hook-up. The contractor shall complete the temporary connection and all temporary electrical work in accordance with applicable codes and standards. Temporary electrical wiring and devices shall comply with the current National Electrical Code. Temporary wiring and devices shall be removed at project completion. All temporary electrical work shall be at the contractor’s expense.

10.03 Expansions/tie-ins to the potable water system and/or sewer collection system must be coordinated with the DPW. Some projects for expanding the potable water system and/or the sewer collection system will require an ADEQ 4.01 permit/NOI, prior to breaking ground.

11.0 Storage Areas/Lay Down Yards

11.01 The contractor and the Contracting Officer’s Representative (COR) will agree on temporary storage areas and lay down yards in the general location of the project. Request for proposed storage area shall be submitted with the proposal documents. The contractor shall be responsible for the safety, security and maintenance associated with storage areas. Storage areas shall be kept clean and in a neat and organized appearance at all times. If the storage area is not maintained, the Contracting Officer may direct the contractor to store materials off the installation. Storage areas and lay down yards shall be returned to the existing stable state, which may require some rehabilitation of the land, like re-seeding with native grass mixtures.

12.0 DD Form 1354 Worksheet Preparation

12.01 The contractor shall prepare a DD Form 1354 Information Worksheet near completion of the project and submit it to the Government prior to final inspection and acceptance. The contractor may obtain a DD Form 1354 Information worksheet from the COR.

13.0 Controlled Areas

13.01 The project has no controlled area.

14.0 Waste Disposal and Borrow Pits

14.01 The contractor shall comply with the Fort Huachuca Waste Disposal/Borrow Pit Plan and submit a project specific Environmental Protection/Borrow Pit Plan.

15.0 Contractor Quality Control (CQC)

15.01 The contractor is responsible for quality control and shall establish and maintain an effective quality control system and shall include the following:

15.01.01 The Quality control system shall consist of plans, procedures, and organization necessary to produce an end product that complies with the specified requirements of this project. The system shall cover all construction activities, both on site and off site, and shall be coordinated with the proposed construction schedule.

15.01.02 The contractor shall submit to the COR for review and approval a Contractor Quality Control Plan proposed to implement the specified requirements. The plan shall identify personnel, procedures, controls, instructions, tests, records, and forms to be used. Construction will be permitted to begin only after acceptance of the CQC plan.

The plan shall include, as a minimum, the following to cover all construction operations and features.

15.01.02.01 A description of the CQC organization and lines of authority (e.g., Organization Chart).

15.01.02.02 Names, qualifications, duties, responsibilities, and authorities of CQC personnel.

15.01.02.03 Procedures for scheduling, reviewing, certifying, and managing submittals.

15.01.02.04 Procedures for conducting CQC inspections to include routine inspections, follow-up inspections on deficient work, pre-final inspections, and final inspections.

15.01.02.05 Procedures for tracking construction deficiencies from the time of identification through acceptable corrective action (e.g., Deficiency Tracking Log).

15.01.02.06 Documentation and reporting procedures, including proposed reporting format.

15.01.03 The contractor shall maintain current records providing factual evidence that the required QC activities and/or tests have been performed. These records shall be furnished to the Government daily and within 24 hours after the date covered by the report (except when no work is performed; then one report shall be submitted for every seven days of no work). The reports shall include the work of sub-contractors and suppliers and shall be on an acceptable form that includes, as a minimum, the following information:

15.01.03.01 Contractor/subcontractor and their area of responsibility.

15.01.03.02 Work performed each day, giving location, description, and by whom.

15.01.03.03 Weather conditions encountered.

15.01.03.04 Any delays encountered.

15.01.03.05 Test and/or control activities performed with results and references to specifications/drawings.

15.01.03.06 Materials received at the site with statement as to quantity and quality, acceptability, and storage.

15.01.03.07 Submittals and deliverables reviewed.

15.01.03.08 Job safety evaluations stating what was checked, results, and instructions or corrective actions taken.

15.01.03.09 Instructions given or received and conflicts in plans and or specifications.

15.01.03.10 Contractor’s verification statement that equipment and materials incorporated into the work and the workmanship comply with the specified requirements.

15.01.03.11 Air Quality Control – the contractor shall comply with all requirements of the Fort Huachuca Air Quality Control Permit and other Clean Air Act regulations by submitting all required records, including but not limited to the following, as applicable, in accordance with applicable pre-construction/construction/post-construction timelines, to the DPW ENRD Air Quality Program:

15.01.03.11.01 Detailed equipment specifications and activity/process descriptions

15.01.03.11.02 Documentation of equipment that was installed in accordance with manufacturer instruction

15.01.03.11.03 Specifications of removed equipment

15.01.03.11.04 Dust control logs

15.01.03.11.05 Fuel certifications

15.01.03.11.06 Report of run times occurring during equipment installation (i.e.

generator hour meter readings)

15.01.03.11.07 EPA engine certifications

15.01.03.11.08 Records of Asbestos NESHAP Notification for Renovation and

Demolition Activities forms filed with the appropriate state/county entity and all supporting documentation

15.01.03.11.09 Miscellaneous chemical usage

15.01.03.11.10 Refrigerant loss, etc.

15.01.03.12 All reporting details must be coordinated with the Air Quality Program prior to the start of construction or activity/process.

16.0 Inspection

16.01 All work is subject to inspection and testing by the Government at all places and at all reasonable times before acceptance, in accordance with FAR 52.246-12, Inspection of Construction. Government inspections and tests do not relieve the contractor of the responsibility for providing adequate quality control measures, nor does it constitute or imply Government acceptance of the work. The presence or absence of a Government inspector does not relieve the contractor of complying with the specified requirements, nor is the Government inspector authorized to change any term or condition of the specification without the Contracting Officer’s written authorization.

17.0 Accident Prevention

17.01 The contractor shall comply with 29 CFR part 1926, 29 CFR part 1910, all state and local occupational safety and health requirements, and the requirements of EM 385-1-1, U.S. Army Corps of Engineers Safety and Health Requirements Manual.

17.02 The contractor is responsible for accident prevention and safety and shall establish and maintain an effective system.

17.03 The plan shall be developed by a “qualified person” (EM 385-1-1, A-1, 1.a.) and be signed by a representative of the prime contractor’s “corporate office authorized to obligate the company.” The plan shall meet the minimum basic outline requirements contained in EM

385-1-1, Appendix A. The plan shall be job-specific and shall include work to be performed by subcontractors and measures to be taken by the contractor to control hazards associated with materials, services, or equipment provided by suppliers. The accident prevention plan shall include procedures for frequent safety inspections, conducted by competent persons, of the work sites, material, and equipment to ensure compliance with the plan and other referenced standards. Unless otherwise approved, Quality Control personnel shall conduct and document daily safety inspections.

18.0 Submittals

18.01 The contractor shall provide information and/or submit samples of materials that the contractor contemplates incorporating in the work. All submittals shall be at the contractor’s expense.

18.02 The following submittal items are required for this project:

18.02.01 Submittals required prior to start of construction (normally at the PRECON) shall include:

18.02.01.01 Construction schedule.

18.02.01.02 Project designs, specifications, design analysis.

18.02.01.03 Shop drawings.

18.02.01.04 ENG FORM 4025 shall be utilized where appropriate.

18.02.01.05 Catalog cuts (equipment and materials).

18.02.01.06 Finish material samples and/or product data.

18.02.01.07 Sub-contractor personnel list (POC with phone number).

18.02.01.08 Quality Control, Accident Prevention, Disposal/Borrow Pit Plans.

18.02.01.09 Permits and certifications (Dig Permit, Hot Work, etc.)

18.02.01.10 Air Quality Control and other Environmental submittals as appropriate

18.02.02 Submittals required during the construction period shall include:

18.02.02.01 Monthly reports to COR

18.02.02.02 Air Quality Control Reports and other Environmental submittals

18.02.02.03 Draft DD Form 1354 Worksheet

18.02.02.04 Air Quality Control and other Environmental submittals as appropriate

18.02.03 Submittals required near the end of the project but before final inspection:

18.02.03.01 Final DD Form 1354 Worksheet

18.02.03.02 As-Built drawings (per contract requirements)

18.02.03.03 Certified Commissioning Reports

18.02.03.04 O&M manuals – 3 hard copies and one computer disk (CD)

18.02.03.05 All required certifications (potable water piping, gas line joint fusion weld certification, etc.)

18.02.03.06 Training for shop personnel

18.02.03.07 Estimate quantity of all recycled wastes

18.02.03.08 Repair parts list and vendors

18.02.03.09 Maintenance paint

18.02.03.10 Air Quality Control and other Environmental submittals as appropriate

(construction water used, Dust control records, etc.)

18.03 If any of the equipment/material submittals are disapproved, the contractor shall resubmit the disapproved submittals for review and comment within five (5) working days of notification of their disapproval. This process shall continue until all equipment/materials are approved by the government.

18.04 If contractor uses or installs materials or equipment without approval, he does so at the risk of subsequent rejection, and replacement at his cost.

18.05 Final Inspection and Acceptance

18.06 Final inspection and acceptance shall be conducted after the pre-final inspection is completed by the CQC representative and the pre-final inspection punch list items are completed by the contractor. The CQC representative compiles the pre-final punch list immediately after the work is completed. The Government’s PM/COR/QA representative will sign for completion documents after the final inspection and its punch list items are corrected; and upon receipt of acceptable As-Built Drawings and any delayed work (seeding prior to rainy season, Air Conditioning Test, Adjustment and Balancing in summer months, etc.). Until all delayed work, Punch-list items, As-Built drawings and O&M Manuals are completed to the government’s satisfaction (delivered/approved/accepted as appropriate), the government may retain a 10% of the total contract cost [IAW FAR 52.232-5 (e)].

19.0 Warranty Requirements

19.01 All work shall be covered under the one-year warranty of construction (FAR 52.246-21, Warranty of Construction).

19.02 In addition to the one-year warranty of construction, the contractor shall obtain all warranties that would normally be given in commercial practice and, upon final acceptance of the work (or before), provide a list to the Government of each warranted equipment item, feature of construction, or system. The list shall indicate the following:

19.02.01 Name of item.

19.02.02 Model and Serial Number.

19.02.03 Installed location.

19.02.04 Name and phone numbers of manufacturers or suppliers.

19.02.05 Names, addresses, and phone numbers of sources of spare parts.

19.02.06 Warranties and terms of warranty. Items with warranties extending beyond the one-year warranty shall be indicated with separate warranty expiration dates.

19.02.07 Start date and duration of warranty period.

19.02.08 Summary of maintenance procedures required to continue the warranty in force with cross-reference to specific pertinent operation and maintenance manuals as applicable.

19.03 The list shall include the status of delivery of all Certificates of Warranty for extended warranty items, to include roofs, HVAC balancing, pumps, motors, transformers, and for all commissioned systems such as fire protection and alarm systems, sprinkler systems, lightning protection systems, etc.

19.04 At approximately four and nine months after acceptance the Government may conduct warranty inspections. The inspections will be scheduled by the Government COR/Project Manager and conducted with the user, and, if possible, contractor personnel attending. A list of deficiencies existing at the time will be compiled and furnished to the Contractor for correction.

20.0 Attachments.

20.01 already provided on sam.gov site

1-A02 41410 Floor Plans.pdf-5 pages-prisms drawing-4 tif files 2-A02 Photos exterior and interior of Building 41410.pdf-2MB-32 photos

20.02 additional attachments 3--18-037 Top-U.G. Utilties.pdf 4-Photos of Attic 41410.pdf 5-NEC OSP As builts 3.31.09 grid 26.pdf 6-NEC OSP As builts 3.31.09 grid 27.pdf 7-NEC OSP As builts 3.31.09 grid 28.pdf 8-NEC OSP As builts 3.31.09 grid 29.pdf 9-photo of facility around 1920 (19200630001 (002).tif 10-SSVEC map of area (provided to show underground electric lines) SSVEC_Electric_12142021_V2.pdf