01. D_B SOW MHMV240017 5Mar2025.pdf

DESIGN/BUILD STATEMENT OF WORK

FOR

CONVERT B290 & B291 TO LRS WAREHOUSE

MHMV 240017

28 February 2025

KIRTLAND AIR FORCE BASE

NEW MEXICO

TABLE OF CONTENTS

1. GENERAL PROJECT INFORMATION

2. PROJECT SCOPE REQUIREMENTS

3. REGULATORY COMPLIANCE AND STANDARDS

4. DESIGN AND ENGINEERING SERVICES

5. DELIVERABLE REQUIREMENTS

6. CONSTRUCTION SERVICES

Convert B290 & B291 to LRS Warehouse

1. General Project Information

1.1. Design/Build (D/B) Purpose and Objective

1.1.1. This Statement of Work (SOW) identifies the design and construction services required to complete MHMV 240017, “Convert B290 & 291 to LRS Warehouse” located on the southwest corner of Randolph Ave SE and Kirtland Dr SE on Kirtland Air Force Base (Kirtland AFB). The primary purpose and objective of this project is to renovate Building 290(B290) and Building 291(B291), in support of the 377th Logistics Readiness Squadron (LRS), enhancing operational capabilities. The drawings and specifications produced shall describe the facility to be constructed in accordance with the requirements referenced herein. This is a Design/Build (D/B) SOW. Many specialty disciplines are required to successfully complete this D/B project. The General Contractor and their sub-contractors, including necessary licensed design professionals, constitute the Design/Build (D/B Team). It is the Contractor’s responsibility to provide the necessary staff and skills to successfully complete this turnkey project as further described in this SOW.

1.1.2. The design shall include, but is not limited to, the following: Provide the services of all the licensed design professionals in the disciplines required to produce the design analysis, estimate, schedule, drawings, and specifications which shall describe the facility in strict accordance with the requirements outlined in this SOW. The build includes, but is not limited to, the following:

conducting field verifications, providing all labor, tools, equipment, permits, and licenses required to construct the project in strict accordance with the requirements outlined in this SOW.

1.2. Attachments and Reference Documents

1.2.1. The following documents and attachments are applicable to this SOW to the extent specified herein. These documents are provided with this SOW to assist the Contractor in completing the SOW requirements. It is the Contractor’s responsibility to field verify the accuracy of any information that has been provided by the Government.

1.2.1.1. Attachment A – Building location and general floor plans

1.2.1.2. Attachment B – Woodworking shop layout and tool cutsheets

1.2.1.3. Attachment C – Communications Floorplan Building 290 and 291

1.2.1.4. Attachment D – Building 290 and 291 As-Builts

1.2.1.5. Attachment E – Conceptual B291 Truck Loading Dock

1.2.1.6. Attachment F – ARMAG Intake Documentation

1.2.1.7. Attachment G – KAFB Comm Division Specs 06Sep2023

1.2.1.8. Attachment H – Asbestos Testing Results and Sampling Map

2. Project Scope Requirements The following requirements apply to the Contractor throughout design and construction, and turnover of the project.

2.1. Qualified Requirements

2.1.1. An individual qualified at the National Institute for Engineering Technologies

(NICET) Level III, minimum, in fire alarm systems is required in accordance with Section 9-18.2 of UFC 3-600-01. This individual must have a minimum of five years of experience in the field with fire alarm systems.

2.1.2. Individuals used for the installation and modifications to the fire alarm system must possess, at a minimum, NICET Level II in fire alarm systems and be qualified by the manufacturer of the equipment being installed.

2.1.3. The minimum professional qualification for Electrical Engineer possessing a PE license with five years of experience in design of construction projects.

Contractor shall submit qualifications to the government in writing for review and approval.

2.2. General D/B Scope Requirements:

2.2.1. The project is comprised of demolition, renovation, and new construction to support an administrative area and storage facility. Most of the work will take place within Hangar 291 (H291) with renovations in B290 to bring communications networks up to date. The SOW for this project includes but is not limited to:

2.2.1.1. Modify existing hangar door (B291) per 2.5.2.2.

2.2.1.2. Renovating space M100 (B291) to support a woodworking shop. Refer to page 3 of Attachment A- Building location and general floor plans, for the location of room M100.

2.2.1.3. Installation of a new concrete pad in support of an ARMAG – See Section

2.4 – Structural for concrete pad details and Section 2.3.1.2. for Civil demolition.

2.2.1.4. Connecting and updating the building’s communications network.

2.2.1.5. A new 12’ x 12’ overhead door on the east side of B291 for a loading dock with appurtenances. Appurtenances include but are not limited to a concrete ramp, dock leveler, and dock bumper. – See 2.3.2.2 and 2.5.2.1.

2.2.1.6. Renovations to space M123 (B291) to ensure it is a controlled space.

Refer to page 3 of Attachment A- Building location and general floor plans, for the location of room M123.

2.2.1.7. Installation of new carpet in B290.

2.2.1.8. Any damage done to the site during demolition and construction shall be the contractors responsibly to return damage areas/components to their previous condition.

2.2.2. Contractor shall provide all design and installation services required for the completion of this SOW. The design and installation shall be in accordance with all applicable codes as listed in Section 3.

2.3. Civil:

2.3.1. Demolition Work

2.3.1.1. Contractor shall demo asphalt paving, curb and gutter as well as remove trees as necessary to construct a 48” high dock, dock leveler, and concrete ramp at the east side of the B291, providing access to H291. Only remove trees that interfere with the renovation work. Note: Do not cause any unnecessary removal of trees.

2.3.1.2. Contractor shall cut and demo a section of the concrete sidewalk between B290 and B291 in front of the north door towards the east side of B291 to provide drainage per 2.3.2.5.

2.3.1.3. Contractor shall cut and demo an existing section of concrete on the south-east outside corner of H291 and install a new concrete pad in support of an ARMAG outlined in Section 2.4 – Structural.

2.3.1.3.1. Contractor shall remove and demo the shade structure to support the future installation of an ARMAG. Patch any work needed on the face of B291 from demoing the shade structure.

2.3.2. New Work

2.3.2.1. Contractor shall provide and install a new fence with a 57’ electric sliding gate that connects the existing fences and separates the buildings from the airfield.

2.3.2.1.1. Contractor shall perform this feature of work before starting any other construction activities as to limit airfield waiver/permitting and escort requirements.

2.3.2.1.2. The new fencing shall match the existing fence height.

2.3.2.1.3. Contractor shall install programmable keypads on both sides of the fence to provide operation of the gate.

2.3.2.2. Contractor shall design and construct a 48” truck dock and ramp on the east side of B291. Refer to the Attachment E – Conceptual B291 Truck Loading Dock, for general layout and alignment concept.

2.3.2.2.1. Contractor shall provide and install a hydraulic dock leveler with integral dock bumpers.

2.3.2.2.2. Contractor shall provide and install painted steel guardrails embedded in dock retaining walls. Guardrails to meet all ABA, IFS, and color requirements.

2.3.2.3. Contractor shall provide and install a trench drain directly outside the east door on the north wall of B291, the drain shall tie into the existing stormwater drainage system. Drain shall be designed to prevent stormwater running into the north entryway of B291.

2.4. Structural:

2.4.1. Provide the required structural design analysis for the architectural, civil, mechanical, electrical, and plumbing renovations as required by the latest edition of the UFC 3-301-01. The UFC 3-301-01 adopts the structural design provisions in the following building codes IBC 21, IEBC 21, ASCE 7-16.

Where the UFC implements Additions, Replacements, and Supplements to the adopted codes the UFC shall supersede those specific sections and exceptions.

The structural analysis and design must also adhere to other current applicable material codes.

2.4.2. The site-specific seismic design requirements are to be obtained by the ASCE 7 hazard tool.

2.4.3. Demolition Work.

2.4.3.1. Contractor shall demo the existing CMU wall in the east wall to provide an opening to provide a new overhead door which shall require structural support and bracing design and installation. Just above the new opening there is a through-the-wall exhaust fan which must be supported during demolition.

2.4.4. New Work

2.4.4.1. All structural elements, inclusive of seismic bracing, required for the renovation must have a defined load path, the load path must be distributed to the floor slab and/or the roof diaphragm.

2.4.4.2. Equipment Pads

2.4.4.2.1. Contractor shall provide and install a conventionally reinforced concrete pad to support the future installation of the ARMAG.

Provide all applicable construction details, plan, work, and general notes required to correctly install the concrete pad. The pad design shall consider the following requirements:

2.4.4.2.1.1. The concrete pad shall meet the pad dimensions

recommended by the equipment manufacturer unless a larger pad is required by analysis.

2.4.4.2.1.2. The concrete thickness shall be determined by the vertical and lateral loading from the equipment, the anchorage embedment requirements, the applicable frost depth of 18 inches for the perimeter turndown slab edge, the rebar concrete clear cover, manufactures recommendations, etc.

Refer to Attachment F, for applicable manufacture information.

2.4.4.2.1.3. The concrete mix shall be suitable for exterior use and provide the minimum requirements of exposure Class F1 per the ACI 318-19.

2.4.4.2.1.4. The equipment pad shall be sited to meet all the mechanical, electrical, and project specific requirements set forth by the applicable UFC building codes.

2.4.4.2.1.5. The equipment pad shall be founded on an excavated and adequately re-compacted subgrade suitable for the design loads. Recommendations for compaction requirements shall be provided by a Registered Geotechnical Engineer based on the onsite soils.

2.4.4.2.1.6. Reinforcement shall be provided to minimize slab cracks at re-entrant corners and at penetrations.

2.4.4.3. Seismic Bracing of Non-Structural Components:

2.4.4.3.1. Non-structural components i.e. architectural, mechanical, electrical, and plumbing components will need to be supported by the structure per the requirements of ASCE 7-16 Chapter

13. At a minimum the site class must be set as Default Site Class D per ASCE 7-16 Section 11.4.3 for the determination of the seismic load development and is subject to the requirements set forth per ASCE 7-16 Section 11.4.4component bracing requirements unless otherwise noted by a Geotechnical Engineer.

2.4.4.3.2. Provide support details on the construction documents or indicate seismic bracing will be a delegated engineered system to identify the party responsible for providing this design.

Delegated engineered systems are subject to the UFC 3-301-01 section 1603.2 requirements. The lateral load path will need to be a direct load path and be terminated at the structural diaphragm. Termination of the lateral connections to the bottom flange or bottom chord of the structural elements are not allowed.

2.4.5. Geotechnical Analysis

2.4.5.1. The Contractor is responsible for providing the adequate subgrade preparation and compaction for all civil work required. The recommendations for these procedures are to come from a licensed professional geotechnical engineer. The report must at a minimum provide the applicable requirements for the work that is to be performed.

The DOR, if required, shall provide the geotechnical engineer additional items to include in the report required to support and or aide in the DOR’s design assumptions for all civil work.

2.4.5.2. The Designer of Record (DOR) must follow the recommended guidelines provided by the Geotechnical Engineer for the specific soils encountered during the soils analysis.

2.4.5.3. The soils report for new construction must include a shear wave velocity test to aide in determining the site class of the soil.

2.4.5.4. If the licensed professional geotechnical engineer does not recommend a full geotechnical analysis to be performed at a minimum the site class must be set as Default Site Class D per ASCE 7-16 Section 11.4.3 and is subject to the requirements set forth per ASCE 7-16 Section 11.4.4.

Presumptive soil values will be subject to IBC 18 Section 1806.

2.5. Architectural:

2.5.1. Demolition Work

2.5.1.1. Contractor shall saw-cut and remove existing CMU wall preparatory for installation of a 12-foot wide by 12-foot-high overhead door.

2.5.1.2. Contractor shall relocate all electrical and mechanical systems to provide adequate spacing for the installation of the new 12-foot by 12-foot overhead door. The overhead exhaust fan must remain in take and be support through demolition. Refer to 2.4.3.1 for structural requirements.

2.5.1.3. Contractor shall remove all existing carpet in B290 and B291.

2.5.1.4. Contactor shall remove the existing floor mounted vehicle jack as well as all existing shelving, cabinetry, and all similar appurtenances within room M123(B291). Refer to page 3 of Attachment A- Building location and general floor plans, for the location of room M123.

2.5.1.5. Contractor shall remove all existing built-in equipment associated with the old “command center” within room A108(B290), stadium seating on the raised floor shall be left intact and reinstalled after the carpet is replaced.

Refer to page 50 of Attachment D- Building 290 and 291 As-Builts for the room location.

2.5.1.6. Contractor shall remove all built in shelving and work areas within rooms M124 and M125 within B291. Refer to page 3 of Attachment A- Building location and general floor plans, for room locations.

2.5.1.7. Contractor shall remove all existing mirrors from room A130 within B290.

Refer to page 77 of Attachment D- Building 290 and 291 As-Builts for the room location.

2.5.1.8. Contractor shall remove all existing cove base in B290 and building 291.

2.5.2. Renovation Work

2.5.2.1. Contractor shall provide and install 12”x 12” a new steel overhead door with rollers, weatherstripping, and an electric door operator on the east wall of B291. Refer to Attachment E-Conceptual B291 Truck Loading Dock, for a preliminary layout of the loading dock.

2.5.2.1.1. Contractor shall meet structural requirements to install new overhead door.

2.5.2.1.2. Rolling steel overhead doors must be electrically operated and provided with manual chain hoist mechanism. Contractor shall provide and install doors to meet IFS and color requirements.

2.5.2.2. Modify existing B291 hangar door by:

2.5.2.2.1. Contractor shall immobilize existing panels and install insulation and weatherstripping at doors, head, jambs and sill to enhance heating/cooling efficiency and reduce/eliminate dust infiltration.

2.5.2.2.2. Contractor shall provide and install new 16’x16’ rolling steel overhead doors at the west side. The west side is the side with hangar doors. Provide door jamb supports and header to carry all loads to the foundation.

2.5.2.2.3. Contractor shall meet structural requirements to install new overhead door. Refer to 2.4.3.1 for structural requirements.

2.5.2.2.4. Rolling steel overhead doors must be electrically operated and provided with manual chain hoist mechanism. Contractor shall provide and install doors to meet IFS and color requirements.

2.5.2.3. Contactor shall provide and install new carpeting in all areas where carpet was removed within B290.

2.5.2.3.1. Contractor shall work around the existing furniture and fixtures in all spaces to the fullest extent and return all furniture to its previous location undamaged. Move furniture as needed to allow for proper install of carpet.

2.5.2.3.2. Contractor shall provide and install new flooring transitions where the new carpet meets all differing existing flooring types.

2.5.2.4. Contractor shall provide a sealed and polished concrete floor in all areas where the existing carpet was removed with in B291. Any existing cracks, blemishes, or unleveled surfaces on the exiting concrete shall be corrected before sealing.

2.5.2.4.1. Contractor shall fully work around the existing furniture and fixtures in all spaces and return all furniture to its previous location undamaged. Move furniture as needed to allow for proper installation.

2.5.2.5. Contractor shall patch and paint all areas within Buildings 290 and 291, except: the hangar area of B291 as well as mechanical, electrical, utility, janitorial, and restrooms.

2.5.2.6. Contractor shall provide and install new cove base in all areas of Buildings 290 and 291.

2.5.2.7. Contractor shall provide and install permanently affixed bars or grills on all vents and ducts exceeding 96 square inches in the planned controlled space M123 (B291). Per ICD/ICS 705 code requirements. Refer to page 3 of Attachment A- Building location and general floor plans, for the location of room M123.

2.5.2.8. Contactor shall modify the existing exterior swinging door and overhead rollup door in room M123(B291) to allow operations of the doors from the interior of the building only. Refer to page 3 of Attachment A- Building location and general floor plans, for the location of room M123.

2.5.2.8.1. Modify the overhead roll-up door to allow use of a standard padlock secure the door in a closed position from the interior of M123.

2.5.2.8.2. Modify the existing swinging door by removing the existing door handle and providing a steel tamper proof plate in its place, with an overhang protruding over the door jam.

2.6. Mechanical:

2.6.1. Demolition Work

2.6.1.1. Contractor shall remove a ceiling fan located in the northwest of the hangar area(B291).

2.6.1.2. Contractor shall remove the hoist located in the northeast corner of the hangar area(B291).

2.6.1.3. Contractor shall remove the existing sink in area M123(B291), cap the associated sewer and water lines at the wall. Refer to page 3 of Attachment A- Building location and general floor plans, for the location of room M123.

2.6.2. New Work

2.6.2.1. Contactor shall provide and install a permanent eye wash station in the hangar area(B291) to support the electrical forklift charging station. Eye wash station shall meet ANSI/ISEA Z358.1 Emergency Eyewash & Shower Standards.

2.6.2.1.1. Evaluate and ensure code compliance for the new eye wash station. This includes spill control and contamination as well as possible battery chemical spills per UFC 4-440-01 3-7.10.1 and 3-7.10.2.

2.6.2.2. Contractor shall provide and install an exhaust ventilation system for the electrical forklift charging station (B291). The ducting intakes will be located over the charging area. Exhausted air shall be discharged outside the building in a manner consistent with approved codes.

2.6.2.3. Contractor shall provide and install addressable hydrogen gas detectors above the charging area and will be interlocked to the ventilation system.

The system will activate the exhaust fans if hydrogen levels reach 0.5% by volume and shall stop battery charging if hydrogen levels exceed 1% by volume. Charging may be restarted once hydrogen levels are below 0.5%.

2.6.2.4. Contractor shall provide and install a new dust collection system for the woodworking shop. Ensure the system has adequate performance to capture, collect, and filter the sawdust from the shop operations.

2.6.2.4.1. Provide exhaust ductwork with manual dampers at each connection.

2.6.2.4.2. Provide a minimum of three stations for existing chop and table saw equipment with a fourth for miscellaneous clean and future use. The system will filter out dust and wood particles and vent air to the outdoors in a manner consistent with approved codes.

2.6.2.4.3. Provide exhaust fan appurtenances or canvas flex duct, as necessary.

2.6.2.4.4. Refer to Attachment B – Woodworking shop layout and tool cutsheets, for the provided layout for dust collection station locations.

2.6.2.5. Ensure that adequate humidity levels will be maintained within the hangar area. Coordinate with the VLM manufacturer and refer to excerpt 7.7.4.7.3 Humidity levels, from AFJMAN 23-210, Technical Order 00-25-234 in reference to relative humidity as related to Electrostatic discharge (ESD) regarding requirements to support the robotic rack systems (VLM’s) to be installed by the user after project completion in the B291 hangar. As stated with excerpt 7.7.4.7.3, “…b. If the work area is new with no capability to regulate humidity levels or is an older area that never had humidity regulating capabilities, then the additional investment in such equipment is not necessary.”

2.7. Communication System:

2.7.1. The primary internal infrastructure requirement for both buildings is to establish network connectivity for the planned occupants in accordance with Kirtland Airforce Base Comm Division Specs(Attachment G). This will require the tracing, cleanup, and removal of existing comm cables and equipment such as patch panels that are not of Category 6 (CAT6) or greater. Replacing these items with CAT6 is required upon completion of removal. The same actions of removal and replacement are to take place for the network drops throughout the buildings. Relocation of the telecommunication rooms for each facility is also necessary. Installation and utilization of fiber optic tie cabling is to be performed to provide the necessary outside sourced fiber optic cabling to each telecom room. Installation and population of vertical cable raceways/poles for cabling to be effectively utilized with existing cubicles and future modular furniture will be required. Labeling of terminating ends, in accordance with the Base Comm Specs(Attachment G), is necessary for all instances of internal network infrastructure that is to be installed. Testing of all cabling is to be performed upon their installation in order to acquire final acceptance of the work performed. Floorplans for each building are in Attachment C. Telecom rooms have been marked as TR on each floorplan.

2.7.2. All equipment and system solutions shall conform to the applicable industry standards and mil specs as identified in attached Kirtland Airforce Base Comm Division Specs document. Also, all standards, guidelines, and industry standards not identified in this document, shall conform to those as well.

2.7.3. Contractor shall be responsible for performing the work required to accomplish the installation. Items required for the work include, but are not limited to, the following: cabling, cable routing equipment (ex: 4” ducts, cable trays, j-hooks), telecom outlets with faceplates, lockable network cabinets, and other connectivity hardware. The contractor is to provide such items unless stated otherwise.

2.7.4. Contractor shall remove, dispose of, and replace the internal comm infrastructure in B290 and B291 with CAT6 cabling, should existing cabling be CAT5 or lower, to bring them in line with the Kirtland Airforce Base Comm Division Specs.

2.7.4.1. Contractor shall reuse existing cable routing equipment, unless capacity has been reached. In such instances, installation of additional cable routing equipment may take place.

2.7.5. Cubicle locations without a wall to support a telecom outlet are to receive new vertical cable raceways/poles to allow effective cable routing to the workstations that they are to support.

2.7.5.1. Placement of such raceways/poles should be done with potential future modular furniture or newer cubicles in mind. Unless the contractor proposes a more effective design which is approved by the 377 MSG/SCXP, raceways/poles should have their base consist of telecom outlets which cables intended for the cubicles are to terminate.

2.7.5.2. Existing cubicles do not support telecom outlets currently. Contractor shall route cables from the raceways/poles utilizing gaps between cubicles and panels to mitigate cable exposure.

2.7.6. Contractor shall replace existing telecom outlets as necessary to also be CAT6 terminations. Additional telecom outlets for rooms are to be installed as needed to be in accordance with Kirtland Airforce Base Comm Division Specs and allow occupants flexibility. For instances of rooms with modular walls, usage of the permanent building wall(s) for additional telecom outlets is to take place. All terminating ends for internal comm infrastructure are to be labeled as defined in the Kirtland Airforce Base Comm Division Specs. All telecom outlets are to terminate in the primary telecom rooms for the buildings utilizing the existing patch panels. If patch panels are not CAT6 capable, contractor shall conduct removal and replacement.

2.7.7. Telecom rooms for the purpose of network distribution are to be placed in the rooms marked as such in the buildings’ schematics within Attachment C. Patch panels, for distribution to the telecom outlets, within these telecom rooms are to be provided and installed by the contractor. Cabling from the telecom outlets shall be installed into the patch panels by the contractor. Patch cabling intended to connect the patch panels and network switches shall be installed by the contractor on the patch panel end. Network switches are to be provided by the customer and installed by the government with the final connection between them and the patch panels being performed by the government as well, not the contractor. Locking telecom cabinets are to be provided and installed by the contractor and will be utilized to house the network switches at a minimum.

2.7.8. Contractor shall install a fiber optic tie cable from the demarcation room located within building 290 in each telecom room. Providing for, splicing, and overall work to facilitate the two tie cables from the incoming 12-strand single mode fiber optic cabling is to be performed by the contractor. Existing copper cabling is to be utilized for both buildings via tie cables from the 66-blocks located in the same demarcation room within 290.

2.7.8.1. Should replacement of the 66-blocks be deemed necessary, contractor is to perform sourcing, replacement, termination of copper cabling on, and establishing of tie cables for the 66-blocks. Tie cabling will require being routing by the contractor to the telecom rooms and termination on new 66-blocks for each telecom room. Disposal of old 66-blocks is to be performed by the contractor.

2.7.9. Within building 291’s large, open hangar on the southern end, contractor shall install two 4” PVC conduits on the ceiling for the purpose of cable routing is to be performed by the contractor. The two conduits are to be placed an equal distance from both each other and the east and west walls for this room.

Contractor may propose new locations or method of future cable routing to 377 MSG/SCXP for consideration and approval.

2.7.10. For both buildings 290 and 291’s planned vaults (Classified and Weapons), coordination with the government entities for security requirements of the rooms should be performed to assess and perform the contractor shall install communications cabling as required.

2.7.11. Contractor shall provide and install two separate CAT 6 drops not captured in the markup in Attachment C. These drops will be located to support the ARMAG Intrusion Detection System (IDS). Contractor shall coordinate with the User and ARMAG vendor, for drop locations and requirements.

2.7.12. Contractor shall provide and install a single CAT 6 communications drop not captured in Attachment C, in the southwest corner of the planned woodworking area shown in Attachment B.

2.7.13. The contractor shall have ultimate responsibility for the successful deployment and cutover to the new infrastructure. Any work deemed non-compliant shall immediately be re-worked at the contractor’s expense. This task shall include all necessary work required to connect to the existing infrastructure providing a fully functional network solution.

2.8. Electrical:

2.8.1. Demolition Work

2.8.1.1. Contractor shall remove circuits associated with the removal of existing equipment and fixtures (e.g., ceiling fan and hoist).

2.8.2. New Work

2.8.2.1. Exterior Electrical

2.8.2.1.1. Contractor shall provide and install new panels, receptacles, wiring, etc. to power two future ARMAGs near the south wall of B291. Contractor shall coordinate with the User and ARMAG vendor for information on electrical requirements and drop locations.

2.8.2.1.2. Contractor shall provide grounding in support of the future ARMAG in accordance with NFPA 780 and AFMAN32-1065.

Installation of grounding rods shall penetrate a minimum of 10 feet into the soil and be located on opposing corners, corresponding to the ARMAG grounding brackets shown in Attachment F.

2.8.2.1.3. Contractor shall provide underground power to support the new electric sliding gate, refer to section 2.3.2.1 for gate and fencing requirements.

2.8.2.2. Interior Electrical

2.8.2.2.1. B290 & B291’s main electrical service consists of a pad-mounted service transformer: 750 KVA, 12,470V 3-phase to 277/480V 3-phase Transformer T032532 that seems sufficient for limited climate control improvement.

2.8.2.2.2. Contractor shall provide and install new panels, receptacles, wiring, etc. to power new and relocated electrical loads (special equipment and tools, hangar door, etc.).

2.8.2.2.3. Contractor shall provide and install new special receptacles (e.g., GFCI) where necessary.

2.8.2.2.4. Contractor shall provide power for several pieces of woodworking equipment (see Attachment B – Woodworking shop layout and tool cutsheets) that will be relocated from B1015 to B291.

2.8.2.2.5. Contractor shall ensure that new or existing B291 electrical panels can support the future install of at least six 480-V 3- Phase and three 240-V connections.

2.8.2.2.6. Contractor shall provide power for four equipment battery chargers (208V 3-phase) that will be relocated from B1015

(currently connected to Panel B) to B291. Provide also addressable hydrogen detectors in the area(s).

2.8.2.2.7. Contractor shall remove fluorescent lighting and provide and install new LED lighting where relocated woodworking equipment is installed within M100(B291). Refer to page 3 of Attachment A- Building location and general floor plans, for room location.

2.9. Meeting and Conference Requirements

2.9.1. Meeting/Teleconference Support – Contractor shall lead and conduct meetings necessary to support design coordination and each design review. Contractor shall also lead and support weekly meetings and/or teleconferences through the construction phase of the contract. Weekly meetings are subject to change throughout the life of the project by approval of the Contracting Officer (CO).

Contractor shall prepare and maintain the weekly meeting agenda report which shall include the record of new and old discussion of technical issues, percent complete actual versus planned, and tabular reports for Requests for Information (RFIs) and submittals (open and upcoming). Contractor shall submit the meeting agenda in writing to the CO, PM, and CE prior to the weekly meeting.

Contractor shall also prepare, update, and submit in writing to the CO, PM, and CE on a weekly basis, a three-week look ahead schedule to demonstrate construction progression from start to completion.

2.9.2. Contractor shall prepare minutes for meetings attended, including teleconferences, design reviews, weekly meetings, Red Zone meetings, and any other meeting required for completion of project, and distribute minutes to attendees within three working days.

2.9.3. Red Zone Meeting – Contractor shall support Red Zone meetings as part of the closeout process of the project. The Red Zone shall commence at 75-percent of construction completion. At these meetings, Contractor and the project stakeholders shall discuss, define, and achieve consensus on actions necessary to complete construction and support user occupancy. Meetings at the beginning of the Red Zone period will be held every two weeks then increase to weekly towards the final month of the project.

2.10. Produce Complete Project – Contractor shall design, furnish all parts, material, equipment, all labor, supervision, and method and means as required to install and produce a complete turnkey project to the Government.

2.11. Contractor shall identify and comply with all applicable federal, state, and local laws;

statutes; Executive Orders; Department of Defense/Air Force manuals, handbooks, regulations, guidance, and policies. Contractor shall comply with the National Institute of Building Sciences’ Whole Building Design Guide Construction Criteria Base (CCB), Unified Facility Criteria (UFC), and all related libraries. The primary criteria are the Air Force Criteria from the Documents Library. The Unified Facilities Guide Specifications (UFGS) is the mandatory starting point for all specifications, and shall not be deleted, materially modified, or made less stringent without

Government approval. It is the Contractor ’s responsibility to identify and comply with all applicable requirements.

2.12. The Government has taken samples within B290 and B291 for asbestos containing materials (ACM). Refer to Attachment H – Asbestos Testing Results and Sampling Map, for the breakdown of ACM tests, sample locations, and room locations. In summary, all samples taken of the flooring and walls in B291 came back as non-detect for ACM. Within B290, three samples came back with positive results showing <1% ACM, these positive samples are within rooms A107, A123, and A109.

2.12.1. Given the ACM content of less than 1% no abatement needs to be performed to safely complete required work, per OSHA Asbestos Construction Standard 29 CFR 1926.110. Contractor shall ensure that proper health and safety precautions are taken to protect all parties per OSHA Asbestos Construction Standard 29 CFR 1926.110, whilst performing work in these rooms.

2.12.2. At present, the Government is unaware of any additional HAZMAT conditions for this project. However, in the event asbestos, lead, or Polychlorinated Biphenyls (PCB) is suspected, Contractor is to immediately notify the CO by phone and follow-up with a written notification within 48 hours. A formal, funded modification may be necessary to define the necessary contract action. If sampling and testing are added to this contract, Contractor shall be responsible for sampling and testing of suspected materials. Any finishes damaged as a result of sampling shall be repaired by the Contractor.

2.13. Fire Watch – Contractor shall coordinate fire watch with CE, users, fire department, and stakeholders before any type of outage that will affect the fire alarm system. The facility user organizations shall provide fire watch for all pertinent dates and times of outages. Fire watch shall be coordinated 30 calendar days prior to need.

2.14. Contractor shall prepare and submit submittals, RFI’s, and deliverables on an AF3000 to the CO for approval in-writing by CE and the CO. Any resubmittals shall be resubmitted on an AF3000 to the CO, for approval in-writing by CE and the CO within seven calendar days or as indicated on the AF3000.

2.15. On-Site Field Verification – Contractor is responsible for visiting the site and conducting all field investigations throughout the life of the project that will allow for accurate design drawings, materials, and equipment needed for a complete project.

Contractor is responsible for providing all field investigations needed to confirm existing conditions and current field conditions. Contractor shall verify in the field any site survey information, as-builts, geotechnical, and all other information that may have been provided by the Government. Contractor shall coordinate all site visits in advance with the CO, CE, and User.

2.16. Refer to section 5 (Table 5.1 and 5.2) for criteria and requirements for all deliverables.

3. Regulatory Compliance and Standards

3.1. Compliance with Codes, References, and Standards: All work shall be in strict compliance with all applicable codes as adopted and modified by the State of New

Mexico, Department of Defense, current NFPA, NEC, IMC, IPC, applicable UFC’s, AFI’s, and all local building codes and ordinances. Governing code is the current IBC. Contractor shall follow the most current edition at the time of Notice to Proceed (NTP), apply to all codes, references, and standards. They included the following, but not limited to:

3.1.1. All applicable Unified Facilities Criteria (UFC) and applicable Unified Facility Guide Specifications (UFGS). This are posted at:

https://www.wbdg.org/ffc/dod/unified-facilities-criteria-ufc).

3.1.2. Air Force Corporate Facilities Standards (AFCFS) located at:

https://afcfs.wbdg.org. This document is an interactive online tool.

3.1.3. Kirtland Air Force Base Installation Facilities Standards (Kirtland AFB IFS) located athttps://www.wbdg.org/FFC/AF/AFIFS/Kirtland_AFB_IFS_Final.pdf.

It is necessary to download the IFS for the PDF tools to function properly.

3.1.4. AFMAN 32-1084

3.1.5. Environmental Protection Agency, EPA 841-B-09-001, EISA-Section 438, Technical Guidance on Implementing the Stormwater Runoff Requirements for Federal Projects under Section 438 of the “Energy Independence and Security Act”.

3.1.6. FC 4-420-07F Weapons-Capable Maintenance and Storage Facilities

3.1.7. UFC 1-200-01 DoD Building Code (General Building Requirements)

3.1.8. UFC 1-200-02 High Performance and Sustainable Building Requirements.

3.1.9. UFC 3-201-01, Civil Engineering

3.1.10. UFC 3-240-01, Wastewater Collection

3.1.11. UFC 3-401-01, Mechanical Engineering

3.1.12. UFC 3-501-01 Electrical Engineering

3.1.13. UFC 3-520-01 Interior Electrical Systems

3.1.14. UFC 3-550-01 Exterior Electrical Power Distribution

3.1.15. UFC 3-560-01 Electrical Safety, O&M

3.1.16. UFC 3-530-01 Interior and Exterior Lighting Systems and Controls

3.1.17. UFC 3-575-01 Lightning and Static Electricity Protection Systems

3.1.18. UFC-3-430-01FA Heating and Cooling Distribution Systems

3.1.19. Unified Facility Guide Specifications as applicable to proposed design solution

3.1.20. UFC 3-600-01 Fire Protection Engineering for Facilities

3.1.21. International Building Code (IBC) 2018

3.1.22. International Mechanical Code (IMC)

3.1.23. International Plumbing Code (IPC)

https://www.wbdg.org/ffc/dod/unified-facilities-criteria-ufc

3.1.24. International Energy Conservation Code (IECC)

3.1.25. NEPA 13 Standard for the Installation of Sprinkler Systems

3.1.26. NFPA 70 National Electrical Code

3.1.27. NFPA 101 Life Safety Code

3.1.28. Air Force Instruction 32-1064 Electrical Safe Practices

3.1.29. Air Force Manual 32-1065 Grounding and Electrical Systems

3.1.30. American Society of Civil Engineers (ASCE) 7-16

3.1.31. ANSI C84.1 Electric Power Systems and Equipment - Voltage Ratings

3.1.32. ANSI/IEEE Std. 142 Recommended Practice for Grounding of Industrial and

Commercial Power Systems

3.1.33. ANSI/IEEE Std. 242 Recommended Practice for Protection and Coordination of

Industrial and Commercial Power Systems

3.1.34. IEEE C62.41 Surge Voltage in Low Voltage AC Power Circuits

3.1.35. ASHRAE Standard 90.1 Energy Standard for Buildings except Low-Rise

Residential Buildings

3.2. Operational Security (OPSEC) – OPSEC Training and Briefing requirements due to location of work.

3.2.1. Contractor’s management shall ensure that all employees, to include any sub-contractor employees, performing work on this effort receive an Operations Security (OPSEC) Awareness Briefing/Training prior to starting work and the briefing/training must be accomplished prior to entering the work site on day one of the work effort. The Government (i.e., Contracting Officer, Unit Security Assistant, Unit OPSEC Coordinator, or 377 Air Base Wing OPSEC/Signature Manager (377 ABW/SMO)), can provide a tailored lesson plan for use by the Contractor’s management to ensure training requirements are met. It is critical that Contractor employees fully understand the importance of not discussing work details associated with this work effort, such as: actions or activities observed, the Statement of Work, as-built or other drawings, etc., in public or outside of the worksite. Contractor’s management will track all training by employee name and date the training was provided using a spreadsheet or similar document, such as a sign-in roster, and provide a copy to the assigned

CO.

4. Design and Engineering Services

4.1. Contractor shall perform and provide a detailed design and be responsible for a complete set of design documents. The design shall be completed by registered and licensed engineers and architects. The developer of the design shall be identified as the Designer of Record (DoR).

4.2. Contract Drawings

4.2.1. Produce drawings using Computer Aided Design and Drafting (CADD) and Building Information Modeling (BIM) software as described in the project.

Provide Adobe Acrobat Portable Document Format (PDF) files for design review and record drawing submittals as required by the Government.

Drawings will comply with the DoD CADD Standard latest version and customer specific guidance. The CADD standard is available at (http://www.wbdg.org/ccb/) and BIM guideline.

4.2.2. The location plan(s), drawing index, drawing legend, abbreviations, and project title shall be located on the first sheet of the drawings; on a subsequent sheet all Life/Safety data shall be clearly compiled including, but not necessarily limited to, International Building Code (IBC) reference pertaining to the specific project and a building/site plan clearly indicating appropriate pertinent information such as fire separation walls, path of egress, etc. All drawings shall include a graphic scale. Lettering shall be no less than 1/8” high. The Government will provide the templates for the cover sheet, index sheet, etc. Drawings shall be accurate, professional, and in sufficient detail, including all required schedules, tables, details, sections, plans, elevations, and general notes, to enable proper and satisfactory construction of the entire project.

4.2.3. Conceptual Design (35%): Contractor shall submit a conceptual design package that will include, as applicable, deliverables described in deliverable requirements in Section 5.

4.2.3.1. Drawings to include basic floor plans, rough architectural and structural sections and details, preliminary mechanical and electrical equipment and distribution system layouts, developed elevations, schedules and tables, completed Life/Safety data sheet, and IBC and UFC code analysis, and any other information required to clearly illustrate and describe the design.

4.2.4. Preliminary Design (65%): Contractor shall submit a preliminary design package that shall include, as applicable, deliverables described in deliverable requirements in Section 5 incorporating responses to all Government review comments and backcheck comments from previous submittals.

4.2.4.1. Drawings to include final basic floor plans, developed architectural and structural sections and details, detailed mechanical and electrical equipment and distribution system layouts, detailed elevations, schedules, tables, completed Life/Safety data sheet, and IBC and UFC code analysis, and any other information required to clearly illustrate and describe the design.

4.2.5. Pre-Final Design (95%): Contractor shall submit a pre-final design package that will include, applicable deliverables described in deliverable requirements in Section 5 incorporating responses to all Government review comments and backcheck comments from previous submittals.

4.2.5.1. Contract drawings to include all floor plans, sections, details, elevations, completed schedules and tables, Life/Safety data sheet, and general notes as required to include the basis for design clearly defined on the first sheet of each discipline.

4.2.6. Final Design (100%): Final design shall include all drawings, specifications, Design Analysis Report (DAR) with all comments and corrections incorporated.

4.2.6.1. The design by the DOR at this level shall be complete, back checked, and fully corrected set of construction documents. All final drawings shall be sealed, stamped, signed, and dated by a project architect/engineer/principal of the firm registered in architecture and/or engineering as appropriate.

4.2.6.2. Files must be fully editable and match the drawings submitted for the final design submittal.

4.2.7. Drawings shall be prepared in AutoCAD provided in both full-size drawings (24" x 36") and reduced drawings (11" x 17").

4.3. Specifications Standards

4.3.1. Specifications shall be delivered at each design submittal stage in accordance with the deliverable requirements in Section 5.

4.3.2. Provide technical specifications that are project specific, definitive, and free of ambiguities. Use of the Unified Facilities Guide Specifications (UFGS) system is mandatory in preparing specifications for Design/Build projects. UFGS are available at the Whole Building Design Guide website (http://dod.wbdg.org/).

4.3.3. The UFGS are published only in electronic format and are intended to be used with SpecsIntact software. The UFGS Master complies with UFC 1-300-02.

Updated UFGS are posted quarterly in February, May, August, and November.

4.3.4. Technical specifications shall be written according to Unified Facility Guide Specifications (UFGS) format made available at Whole Building Design Guide.org (www.WBDG.ORG/FFC/DOD) coordinated with the required disciplines. Note: Contractor shall follow the Front-end specifications and be added to the design / build project specifications. Front-end specifications are provided with this SOW.

4.3.5. Contractor shall avoid the use of "proprietary type" specifications. When necessary to use a manufacturer's name to describe a type of product, at least three manufacturers shall be named, if possible, and shall include the words "or approved equal". Brand name or "or equal" descriptions may be used when there are no specifications available covering the items or when it otherwise is not feasible to describe the requirement.

4.4. Design Analysis Report (DAR)

4.4.1. Design Analysis Report shall be provided bound on 8-1/2” x 11” paper and on approved electronic media as approved by CE. It shall be arranged by discipline, meet all division specific UFC requirements, and support design decisions made throughout the design. The DAR shall provide a narrative description of the key elements and features of the design. It shall include http://dod.wbdg.org/ calculations, material cut sheets, and explanations of options considered. The DAR shall also contain as a separate section, all previous design review comments annotated with action taken, cost estimate, and a listing of any outstanding issues requiring resolution. Drawings shall be submitted under a separate cover.

4.4.2. The information provided in the paragraphs that follow shall be used at every submittal point to produce the various elements of a complete DAR.

4.4.3. Purpose: The DAR contents shall be used 1) to provide a narrative description of the key elements and features of the design; 2) to provide a basis for design, including assumptions and design criteria such as temperature, humidity, and loads; 3) to provide the information, justification, and calculations of the design;

and 4) to provide the designer’s thought process in the development of the design.

4.4.4. Specific Content: The format and organization within the outline are at the discretion of the Contractor. Include catalog cuts of proposed products where applicable. Update the contents of the DAR at each required submittal point to account for changes and corrections since the last submittal. Calculations need not be resubmitted at each point if the previously submitted calculations were complete, and no corrections or changes were required. However, if calculations are not included with a subsequent submittal, the contents shall reference the submittal date, submittal title, volume number, and pages where the calculations may be reviewed. All calculations shall be included in the final submittal.

4.4.5. Criteria: List all Air Force Manuals, regulations, instructions, military handbooks, UFC, codes, AFI, design guides, Comprehensive Plans (CPs), and CP bulletins used by the contractor for guidance in the project design.

4.4.6. Analysis Summary:

4.4.6.1. Describe the scope of work

4.4.6.2. Identify any violations of criteria that would occur if the project is constructed as described in the design documents.

4.4.6.3. Recommend phasing of construction if required to meet user needs.

4.5. Verify Information Needed – Contractor shall be responsible for obtaining additional information and any other information needed to develop accurate design drawings for a complete project. This may include creation of as-builts, site measurements, surveys, tests, and other material necessary to provide the Contractor with an adequate basis for design.

4.6. DoR Requirements During Construction – The DoR shall perform the following requirements during construction:

4.6.1. Submittal reviews are considered an extension of the DoR’s design services.

The DoR shall review ALL submittals, whether generated by the Contractor or a sub-contractor, for correctness, completeness, code compliance, safety requirements, design intent, and legal sufficiency prior to submission of each submittal to the Government. The DoR shall provide a recommendation to approve or disapprove the submittal, with a complete and detailed description of the reasoning for disapprovals, and the recommendation shall be signed by the DoR on the cover page.

4.6.2. The DoR shall review ALL Requests for Information (RFI) by the Contractor for correctness, completeness, code compliance, safety requirements, design intent, and legal sufficiency prior to submission of each submittal to the…