J-01_SOO-Rev2_UAS00024-1J_Remodel Training Facility-Bldg-52110.pdf

SOO: UAS00024-1J– Remodel Training Facility, Bldg. 52110 August 4, 2023. Revision: 2

STATEMENT OF OBJECTIVES

Work Order Number UAS00024-1J

Remodel Training Facility

Project Manager: Fredy Arevalo

Date: June 21, 2023

Revision 2 Date: August 4, 2023

1.0 Project Background

1.01 This existing facility, Bldg. 52110 is a former warehouse that has been vacant for several years.

This project will repair and renovate the facility for the 2-13th AVN Regiment. The existing transformer is only 150 KVA and will be changed to 300 KVA to support the new functions with a different contract. The project consists of repairing and remolding the facility into an approximately 12,000 square foot training facility. Work involves interior demolition, constructing new interior walls and doors, placing new ceiling, flooring, and new unisex restroom. Installing new fire alarm/mass notification system, electrical and lightning protection system, a new HVAC system, and a new communication system. This project also includes an

Option bid: Install Fire Sprinkler System.

2.0 Statement of Objectives

2.01 This is a design/build contract. The contractor shall provide design/build services and furnish all labor, material, equipment, supervision, transportation, permits, fees, and licenses necessary to “Remodel Training Facility”, located at Fort Huachuca, Arizona. A non-specific statement of work for this repair project is provided in Section 4.0 below. The contractor shall prepare a more detailed scope of work outlining their Contract Execution Overview, to include their technical approach, labor hours, materials/equipment, self-performance/sub-contractor, and tentative schedule. 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, Design Criteria. Language in this section must include a description of the steps and methods by which each item of the Design Criteria will be completed. This description must adhere to the details outlined in pertinent UFGS and UFC specifications, such that a clear understanding of the requirements can be demonstrated to a competent, qualified person.

3.02 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, 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.

3.03 Materials/Quantities/Equipment. The Contractor Proposal Materials, Quantities, and Equipment section must provide a clear and detailed list of all 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.

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

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

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.

4.0 Design Criteria

4.01 Design Criteria shall be performed in accordance with the project plans, specifications, and all applicable codes. In the event of a conflict between the contract specifications and the plans, the specifications shall take precedence.

4.02 The following list is not detailed and is considered as a Design-Build Contract. Construction services shall include incidental and ancillary components, materials, and/or equipment accessories customarily required by code, guideline, or industry standard practice to make the work complete and operational.

4.03 Design: Design and construct the simulators room, classroom, bathrooms, administration room, and student’s breakroom of Building 52110 per the proposed floor plan. Include internet, electrical outlets, HVAC system, and air conditioning units (AC) to cooling the UMS simulators. Design shall be in accordance with the Unified Facilities Criteria (UFC). Submit

35%, 65%, and 100% designs to the Government for review. See J-09A Concept Design.

4.04 Existing Work. In addition to "FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements," the contractor will remove or alter existing work in such a manner as to prevent injury or damage to any portions of the remaining work. The contractor will repair or replace portions of work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. Upon completion of operations, remaining work must be in a condition equal to or better than that which existed before new labor began.

4.05 Location Of Underground Utilities. Obtain digging permits prior to start of excavation and comply with Installation requirements for locating and marking underground utilities. Contact local utility locating service a minimum of 48 hours prior to excavating to mark utilities, and within sufficient time required if work occurs on a Monday or after a Holiday. Verify existing utility locations, indicated on contract drawings, within area of work.

4.06 Floor and Loading Dock. Remove all carpet, repair the concrete floor to determine that the surfaces are smooth and free from cracks, holes, ridges, and other defects that might prevent adhesive bond of the flooring material. Provide and install vinyl plank flooring. Submit the manufacturer's physical sample and applicable accessories. The loading dock shall have a guardrail. Ensure that the guardrails in from of the double doors (5 of them) are movable to facilitated the use of the loading dock.

4.07 Baseboard. All walls shall have a 6” baseboard.

4.08 Upper-Level Demolition. Remove interior walls, concrete ceiling, and doors in Bay 1, 2, 3, 4, and 5. Demolish ceiling tiles in Bay 5. Cut walls between Bay 2 & 3 and Bay 3 & 4 to install double leaf doors and single leaf doors between Bay 1 & 2 and Bay 4 & 5. The doors shall have

“door closer” devises. See J-10A Demolish Walls & Ceilings.

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4.09 Upper-Level Double Doors. Demolish all (Bay 1, 2, 3, 4, and 5) exterior double doors and hardware. Provide and install new metal exterior doors with new hardware and panic door per

NFPA 101. The color shall match the existing doors. See J-11_Exterior Bay Doors.

4.10 Upper-Level Single Doors. Single doors (Bay 1, 2, 3, and 4) will be locked and sealed from the inside, then, frame, insulate, drywall, texture, and paint the inside of the doors. The exterior side shall be sanded and painted. The single door in Bay 5 will be the access point to the communication room; it shall be sanded, painted, and ensure to seal the door against air and water infiltration with weatherstripping.

4.11 Upper-Level Rear Exterior Window (Bay 1, 2, 3, 4, and 5). The bottom 2/3 of the windows

(window schedule W-2) will be framed, insulated, textured, and painted. The top 1/3 of the existing window will remain as is and new double pane, high energy efficiency sliding windows (for cleaning purposes only), shall be installed inside. See J-11A_Rear Windows.

4.12 Upper-Level Front Exterior Windows (Bay 1, 2, 3, 4, and 5). The windows (window schedule

W-3) shall be demolished and a double pane, non-opening or fixed window, high energy efficiency shall be installed. See J-11B_ Front Windows.

4.13 Lower-Level Front Exterior Windows. The bottom 3/4 of the window (window schedule W-1) will be framed, insulated, textured, and painted. The top 1/4 of the existing window will remain as is and new double pane, high efficiency sliding windows (for cleaning purposes only), shall be installed inside. See J-11B_Front Windows.

4.14 Lower-Level Demolition. Remove interior walls and doors. Demolish all (Bay 1, 2, 3, 4, and 5) exterior single doors and hardware. Provide and install new metal exterior doors with new hardware and panic door per NFPA 101. The color shall match the existing doors. Demolish ceiling tiles. See J-12A Demolish Wall lower Level.

4.15 Utility Room. Remove all existing fixtures in each bay (5 each) of the utility room. Design and provide unisex bathroom like the existing one. Include new light fixture with occupancy sensor and exhaust fan. Paint walls and ceiling. This bathroom shall be heated with infrared light bulb during use. The restrooms will be a single person use, do not provide partition. Provide a door handle with the fixture that show the status “occupied” and “vacant”. See J-13_Drawings 1958 sheet 2, 24, and 34.

4.16 Toilet Room. Provide and install new light fixture with occupancy sensor and exhaust fan. Paint walls and ceiling. Demolish existing metal partition. Provide and install water fountain/bottle filling in existing water fountain location. Provide a door handle with the fixture that show the status “occupied” and “vacant”. See J-09A_Concept Design.

4.17 Bay 1 Administrative Area. Build 10 ft. walls to create a storage area and cadre breakroom with an approximately area of 11.5’x12.2’and 11.5’x21’ respectively, the location will be verified at the site visit. See J-09A_Concept Design.

4.18 Bay 5 Breakroom. Provide two (2) 24-inch x 72-inch countertop, base cabinets, upper cabinets, and 4 countertop microwaves (each microwave shall be less than 1050 watts). The cabinets shall be around 34.5 high. See J-09A_Concept Design.

4.19 Bay 5 Breakroom. Re-install the door between the upper and lower level. The door shall have a cypher lock. Use the existing door with cypher lock from bay 4.

4.20 Bay 5 Lower-level. Remodeling rooms (Facility Manager, SIM Techs, JSIL, and Storage) with access to the breakroom, bathroom, and front entrance. The Facility Manager room shall have one new door with 12”x12” vision lite. Add wall in the foyer to increase the area of the storage

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Design.

4.21 Paint all walls with semi-gloss eggshell white.

4.22 Paint all ceilings with flat black.

4.23 Provide and install two steel ladders that meet applicable OSHA and ANSI standards. See J-14

Ladders for locations.

4.23.01 Ladder 1 with guard. To climb over the lower roof from the floor. This ladder shall have security ladder guard mounted directly over the ladder climbing rungs to prevent unauthorized use.

4.23.02 Ladder 2 without guard. To climb over the upper roof from the lower roof.

4.24 Fire Alarm/Mass Notification System. Provide an addressable Fire Alarm System (FAS) and

Mass Notification System (MNS) for this facility. The FAS and MNS shall be design and constructed in accordance with the UFC 3-600-01, UFC 4-010-1, UFC 4-021-01, NFPA 72, and NFPA 101.

4.24.01 The system shall be monitored by the post’s central station unit (which is a Monaco D-

21 Control Unit). The FACP (fire alarm control panel) shall be compatible with

Monaco D-21 point to point reporting. The MNS shall be compatible with ATI base station operations. For maximum compatibility, the preference is to procure and install the FAS from Monaco Enterprises Incorporated and the MNS from ATI system.

4.24.02 Both FAS panel and MNS panel will be installed in the Mechanical/Electrical Room.

Speakers in all building sections shall be provided for the MNS system.

4.24.03 Provide manual pull stations at the exit doors locations.

4.24.04 The duct-mounted smoke detectors (required for the HVAC units per NFPA 90A) shall each be uniquely addressed to the FACP. Detector activation shall shut off its respective unit.

4.24.05 Provide two exterior Audio-Visual devices at/on two visible corners of the building.

4.24.06 Provide and install an FHFD accessible Knox Box.

4.25 Communication. All existing communication systems for the facility shall be removed all the way to the mechanical room where the fiber and copper enter to the building.

4.25.01 Bay 5 Communication Room. Build 10 ft. walls and ceiling inside Bay 5. The room shall be no less than 12 feet x 13 feet, with a door to the exterior of the building. The room shall have a light fixture, electrical outlets, and one-ton split air conditioning unit.

4.25.02 Contractor shall provide an overhead communication cable tray for the entire facility.

4.25.03 The facility has 12-strand single mode fiber optic readily available in the mechanical room. See J-15A_Communication.

4.25.04 The facility has 25 pair copper cable available in the mechanical room.

4.25.05 A new telephone terminal backboard (TTB) will be installed in the Communication

Room. The TTB will be fire rated and UL listed. A data equipment rack will be installed in the Communication Room with sufficient space for data switches, patch panels, UPS, DVR, and wire management. Communication jacks will be wired using the EIA/TIA 568-B standard. Communication jacks will have two 8 pin RJ45 jacks for

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Telecommunication grounds will be IAW MiL-STD-188-124B.

4.25.06 Install voice & data for each cubicle.

4.26 Electrical. The contractor shall become familiar with all details of the work and verify all dimension in the field.

4.26.01 Contractor shall schedule a site walk with SSVEC to verified trenching routes options:

trench from the new service location directly to the transformer, or trench from the new service to the secondary junction box adjacent to the transformer. See J-16_Transformer.

4.26.02 All the trenching work and inspections are anticipated to be during normal working hours; however, the outage and transformer swap is anticipated to happen on a

Saturday. The contractor and/or SSVEC shall requests that DPW schedule this outage one week in advance, or longer, to prepare trucks & trailers to haul the equipment.

4.26.03 The contractor shall contact SSVEC to inspect all excavations and conduit prior to burial.

4.26.04 The contractor shall schedule with SSVEC when ready to sweep conduit into the existing transformer pad. SSVEC shall be onsite as the equipment is energized.

4.26.05 The contractor shall send a switchgear submittal to SSVEC to review and approve for utility connection. SSVEC highly recommends that this is submitted well in advance of the service equipment being purchased in case it does not meet utility specifications.

4.26.06 Contractor shall notify Fort Huachuca DPW prior to any digging.

4.26.07 The contractor shall excavate approximately 130 ft. long trenches to install all conduits. The contractor shall obtain dig permits.

4.26.08 Provide and install two runs of 4” PVC schedule 40 conduits for 600A, 3-phase, 208/120V Service Entrance secondary per the SSVEC Service Entrance Requirements documents and have the work inspected by SSVEC prior to the burial of the conduit.

4.26.09 Provide and install 600A Service Entrance that includes current transformer CAN, meter base and disconnect switch outside the building per SSVEC Entrance

Requirements.

4.26.10 The electrical utility company (SSVEC) will provide and install a 300kVA, 3 phase, 120/208 transformer in the existing concrete pad. The contractor shall submit the bill of material to the Government for SSVEC to review and approve (the submittal shall be sent through DOC)

4.26.11 The contractor shall cut, demolish, and dump existing asphalt and concrete sidewalk.

4.26.12 The contractor shall compact the trench and repair the asphalt and sidewalk.

4.26.13 Demolish existing 200A, 208/120V service entrances. The existing conduit and conductor shall be abandoned in place, and it will be ensured that the ends are capped.

See J-17_Service Entrance.

4.26.14 Provide Arc Flash Analysis (include calculation). All electrical panels shall be labeled for Arc Flash compliance.

4.26.15 Provide and install an outdoor 600A, 208/120V rated main switchboard on the West side of the building.

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4.26.16 Provide and install electrical quadruplex on adjacent walls to support the UMS simulators. Each UMS simulators shall have two (2) 20A, 120V quadruplex outlets, dedicated circuit (one will be in use and the other will be a spare).

4.26.17 Demolish existing wiring and conduit that are not in use.

4.26.18 Provide and install six (6) 20 A, 120V quadruplex outlet, dedicated circuits. Each countertop will have one (1) quadruplex outlet (total two (2)) and the vending machines will have four (4) quadruplex outlets. See J-09A_Conceot Design.

4.26.19 The interior Electrical System shall be provided in accordance with UFC 3-520-01.

4.26.20 Upper-Level Light Fixtures. Demolish lighting fixtures in BAY 5. The contractor shall leave 4 light fixture, other contractor will replace the light in the future. The existing light fixtures in Bay 4, 3, 2, and 1 will stays.

4.26.21 Lower -Level Light Fixture. Demolish light fixtures in BAY 5,4,3,2, and 1. The contractor shall provide and install new LED light fixtures. The lamp’s color temperature shall be 5000 kelvin or larger. Provide a minimum of 30 foot-candle of light intensity at reading level.

4.27 Lighting Protection System (LPS). Provide lightning protection in accordance with the

International Building Codes, manufactures’ recommendation and the NFPA 780. Testing of lightning protection system and all connections is required. The Contractor shall notify the

DPW-PM one week before the test to allow them to be present. This project does not require an

UL Master Label certification of inspection; however, all materials shall be UL listed.

4.28 Mechanical Demolish.

4.28.01 Demolish all rooftop mechanical equipment.

4.28.02 Demolish all ductworks.

4.28.03 Demolish the existing boiler and associated parts. See J-18_Mech Room.

4.28.04 Demolish all piping, radiant heating devises and associated parts.

4.29 HVAC system for Bay 1, 2, 3, 4, and 5.

4.29.01 Provide and install five (5) roof top units (RTU), one for each bay. See J-19_RTU.

4.29.02 The RTU shall use natural gas for heating.

4.29.03 The RTU shall be placed in the same location of the existing evaporative coolers. The contractor shall verify with a structure engineer, the strain of existing frame structures and modify them accordingly, if necessary.

4.29.04 The RTU for bays 2, 3, and 4 will require two zone. One zone for lower area and the second for the GE universal mission simulators (UMS) area and it will require minimum heat to maintain the room at 65 F degree. BAY 1 and 5 does not require 2 zones. The use of fabric ductwork is acceptable.

4.30 Cooling UMS areas (Upper-Level Bay 2, 3, and 4). There are three separated areas that need to be maintained at 65 F degrees to support the UMS training.

4.30.01 The contractor shall design and install new AC system/controls for training per Unified

Facilities Guide Specifications (UFGS) Division 23, Unified Facilities Criteria (UFC), and International Mechanical Code (IMC®) latest edition requirements.

4.30.02 The AC System shall be sized 10 percent over maximum calculated loading.

4.30.03 Designer of Record shall utilize ground/pad mount condensing unit(s). DX condensing units shall have hail guards and meet security engineering measures refer to UFC 4-

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010-03. The attached show two possible location for the condensers. Keep the sidewalk unobstructed or build a new sidewalk around it. See J-20_Condenser

Location.

4.30.04 Basis of Design – The following manufactures were used for the Government's basis of design, but equal products can be used: Trane, Carrier, Daikin, Stulz, Price, and

Greenheck. The training room shall have excessive latent heat loading due to training equipment.

4.30.05 Provide a small, conditioned make-up air system for all training rooms (UMS areas) to meet the UFC 3-410-01 and ASHRAE 62.1.

4.30.06 Hydronic (Water) HVAC systems shall not be allowed at Building 52110 due to training and communication equipment.

4.30.07 The design shall include a written sequence of operation for the AC system and all the controls shall be BACNET. The AC equipment operations shall alternate to maintain equal run times.

4.30.08 The new AC system will be operating at Fort Huachuca at 5000 feet altitude above sea levels and equipment capacities will de-rate per manufactures guidance.

4.30.09 All piping, valves, and fittings shall be installed above ground and fully supported with allowances for expansion and contraction. All piping to be insulated with 2 inches thick “Armaflex” type insulation clads with aluminum and sealed watertight.

4.30.10 Provide two (2) new laptop computers (1 for Building 52110, 1 for HVAC shop). Each laptop shall meet or exceed the following specs:

4.30.10.01 • CD/DVD drive

4.30.10.02 • Ethernet port

4.30.10.03 • USB ports (or other ports required to connect with the HVAC control system)

4.30.10.04 • Solid-state drive: 1 TB

4.30.10.05 • Memory: 16 GB

4.30.10.06 • CPU: Quad-core, latest generation, Intel® Core™ i7 Processor or equivalent.

4.30.10.07 • Display/Screen Sized: 15.6”

4.30.10.08 • Display/Screen Resolution: 1920 x 1080

4.30.10.09 • Operating System: Windows the latest.

4.30.10.10 • Interface capable with DDC controller with cable(s)

4.31 Provide and install a new lockable cabinet for the new laptop.

4.32 Ensure all HVAC wall penetrations are fire caulked.

4.33 Ensure all HVAC systems comply with all applicable life safety mandates and physical security requirements.

4.34 The contractor may find the provided exterior pictures useful. See J-21_Front Elevation, J-

22_Rear Elevation, J-23_Right Side Elevation, J-24_Left Side Elevation, J-25_Photo

Location, J-26_Labeled Photos, and J-27_Picture Files Location.

4.35 Contractor Shall Provide HVAC Training.

4.35.01 Contractor shall provide HVAC training to Government.

4.36 Contractor Shall Perform Commissioning.

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4.36.01 Commissioning shall consist of controls, all systems associated with HVAC DX system central cooling/heating mode, condensate drain, closest and furthest cooling/heating service device.

4.37 OPTION bid: Install Fire Suppression System.

4.37.01 Design and install a wet pipe 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), and per the Fort Huachuca Fire Department

(FHFD) Requirements of 07 May 2020.

4.37.02 The Contractor shall submit computer generated hydraulic calculations and design drawings for review and approval prior to installation of the fire sprinkler system. The drawings shall be stamped and signed by a Registered Professional Engineer.

4.37.03 The water flow test indicates an available water supply of 80 PSI static pressure and

76 PSI residual pressure at a flow rate of 1350 GPM. This water pressure was recorded at hydrant 512-2 (located along Kino Ave.). This hydrant shall be used as the basic point for the hydraulic calculation. A minimum 10% safety factor shall be included in the calculation. See J-28_Fire Sprinkler System.

4.37.04 The require trenching will disturb less than 1 acre of land. For construction sites less than one acre, the contractor will not need to obtain authorization to discharge storm water under the AZPDES Construction Storm Water permit requirements which entails preparing and implementing a Storm Water Pollution Preventing Plan (SWPPP).

4.37.05 Saw cut pavement as necessary for installation of new work. Replace any pavement removed. Saw cuts shall be made 12 inches beyond the sides of any trench so that the width of pavement removed and replaced is at least 2 feet greater than the width of any trench.

4.37.06 Water line shall be properly shaded, and the trench shall be backfilled in 12-inch lifts properly compacted at 95-percent.

4.37.07 Provide and install utility marking tape and tracer wire for the new water line.

4.37.08 Install double-check valve back-flow preventer and Fire Department Connection

(FDC) at a location readily accessible from the street or fire line and which is at least

40 feet away from the building. The new installation shall be protected with four 6-inch diameter steel pipe bollards.

4.37.09 The sprinkler system riser shall be in the Mechanical/Electrical room. See J-18_Mech

Room.

4.37.10 Electrically supervise all sprinkler system water control valves to include sectional control, isolation, and floor control valves, with approved tamper switches. Each tamper switch shall have its own specific address, monitored as a supervisory function in the building’s fire alarm system.

4.37.11 Electrically supervise Backflow Preventer Test Connection water control valve, in the closed position with approved tamper switch, having its own specific address, monitored as a supervisory function in the building fire alarm system. Provide wire in appropriate underground conduit back to the fire panel for this connection. The backflow preventer shall be tested by a certified backflow prevention professional.

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4.37.12 Properly insulate the sprinkler pipe per code. Properly insulate the backflow preventer with insulated blankets.

4.37.13 Schedule Testing of the new fire sprinkler system with the Government PM and Fort

Huachuca Fire Department (FHFD) representatives.

4.38 Closeout

4.38.01 Prepare and submit a DD Form 1354 Information Worksheet.

4.38.02 Perform final inspection.

4.38.03 Resolve discrepancies.

4.38.04 Provide Equipment Commissioning and Testing Reports (e.g. Inspection, Testing Air

Balancing).

4.38.05 Provide final as-built drawings per A/E/C standards in AutoCAD DWG files and three

(3) O&M manuals with 11x17 as-built prints with a digital copy.

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 300 calendar 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. The contractor will schedule and perform work under this contract in such a manner as to allow the occupants of the building to continue their normal activities with the least amount of interference.

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, ASHRAE, NEC, SMACNA, NEBB, AABC, SDDCTEA, and AASHTO standards; federal, state and local codes, regulations of EPA, OSHA, NEPA, and MSHA, if required. 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.

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7.02 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.

7.03 The contractor shall comply with Federal directives by recycling at least 10% of Construction waste.

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

7.04.01 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.

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

8.01 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.

9.0 Utilities

9.01 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.

9.02 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.

10.0 Storage Areas/Lay Down Yards

10.01 The contractor and the Contracting Officer’s Representative 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.

11.0 DD Form 1354 Worksheet Preparation

11.01 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.

12.0 Contractor Quality Control (CQC)

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

12.01.01 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.

12.01.02 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.

13.0 Inspection

13.01 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.

14.0 Accident Prevention

14.01 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.

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

15.0 Submittals

15.01 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.

15.02 The following submittal items are required for this project:

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

15.02.01.01 Construction schedule

15.02.01.02 Project designs, specifications, design analysis

15.02.01.03 Shop drawings

15.02.01.04 Submittal Register (ENG FORM 4025 and 4288)

15.02.01.05 Catalog cuts (equipment and materials)

15.02.01.06 Finish material samples and/or product data

15.02.01.07 Sub-contractor personnel list (POC with phone number)

15.02.01.08 Quality Control, Accident Prevention.

15.02.01.09 Permits and certifications.

15.02.02 Submittals required during the construction period shall include:

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15.02.02.01 Monthly reports to COR

15.02.02.02 Draft DD Form 1354 Worksheet

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

15.02.03.01 Final DD Form 1354 Worksheet

15.02.03.02 As-Built drawings (per contract requirements)

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

15.02.03.04 Training for shop personnel

15.02.03.05 Estimate quantity of all recycled wastes

15.02.03.06 Repair parts list and vendors

15.03 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.

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

15.05 Final Inspection and Acceptance

15.06 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.

16.0 Warranty Requirements

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

16.02 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:

16.02.01 Name of item.

16.02.02 Model and Serial Number.

16.02.03 Installed location.

16.02.04 Name and phone numbers of manufacturers or suppliers.

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

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

16.02.07 Start date and duration of warranty period.

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

16.03 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

SOO: UAS00024-1J– Remodel Training Facility, Bldg. 52110 August 4, 2023. Revision: 2 list of deficiencies existing at the time will be compiled and furnished to the Contractor for correction.