W911SA21B2007 Attachment 4 - SOW -Reno 301 Complex.pdf

STATEMENT OF WORK

Project Site Address:

Building 301 Complex Renovations

U.S. Army Garrison – FHL

Monterey County, CA 93928

Submitted by:

Directorate of Public Works – Engineering Division

U.S. Army Fort Hunter Liggett

Building 232 California Avenue

Fort Hunter Liggett, Monterey County, CA 93928

Revision Date:

April 15, 2021

U.S. Army Garrison –FHL

Jolon, California

Directorate of Public Works – Fort Hunter Liggett pg. - 2 -

Table of Contents

1.0 GENERAL ................................................................................................................................................. - 4 -

1.1 OBJECTIVES AND CRITERIA ................................................................................................................ - 4 -

1.1.1 General Information. ............................................................................................................................... - 4 -

1.1.1.1 Project Number. ................................................................................................................................... - 4 -

1.1.1.2 Period of Performance. ........................................................................................................................ - 4 -

1.1.2 Goal and Objectives. ............................................................................................................................... - 4 -

1.1.2.1 Agreement of Confidentiality. ............................................................................................................. - 4 -

1.1.2.2 Betterments and Enhancements Considerations................................................................................... - 4 -

1.1.2.3 Proprietary Names. .............................................................................................................................. - 5 -

2.2 Fort Hunter Liggett physical security requirments .................................................................................. - 5 -

2.2 Personnel Security ..................................................................................................................................... - 5 -

2.2.1 Access and General Protection/Security Policy and Procedures. ............................................................ - 5 -

2.2.2 Contractors that Require Access to DOD Facility or Installation. .......................................................... - 5 -

2.3 Physical Security. ....................................................................................................................................... - 5 -

2.3.1 Identification Badges. ............................................................................................................................. - 6 -

2.3.2 Antiterrorism Training. ........................................................................................................................... - 6 -

2.3.2.1 iWatch Training. .................................................................................................................................. - 6 -

3.0 Construction Requirements ........................................................................................................................ - 6 -

3.1 Contractor Requirements. .......................................................................................................................... - 6 -

3.2 Conformance with Environmental Management Systems. ........................................................................ - 8 -

3.3 Submittals. ................................................................................................................................................. - 8 -

3.3.1 Government Review. .............................................................................................................................. - 8 -

3.3.2 Government Approval. ........................................................................................................................... - 9 -

3.3.3 Substitutions. .............................................................................................. Error! Bookmark not defined.

3.3.4 Referenced Specifications. ...................................................................................................................... - 9 -

3.3.5 Project Schedule...................................................................................................................................... - 9 -

3.3.6 Project Submittals. .................................................................................................................................. - 9 -

3.3.7 General Requirements. ............................................................................................................................ - 9 -

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Directorate of Public Works – Fort Hunter Liggett pg. - 4 -

1.0 GENERAL 1

1.1 OBJECTIVES AND CRITERIA 2

1.1.1 General Information. 3

The construction shall comply with the specifications and requirements contained in this Statement of Work (SOW). 4 The design and technical criteria contained and cited in this SOW establish minimum standards for construction 5 quality. During the contractor’s review of this SOW, items not specifically address shall adhere to the National Electric 6 Code, Uniform Plumbing Code Unified Facility Criteria (UFC), specification and the latest local, state and federal 7 code to include none specifiecally address items. 8

1.1.1.1 Project Number. 9

1.1.1.2 Period of Performance. 10

The Performance duration shall be three hundred and sixty (360) days from the notice to proceed. 11

1.1.2 Goal and Objectives. 12

The objective of this project is to upgrade the interior and exterior to the following buildings: 301, 301B 301C, 301J 13 & 296. All listed buildings are located on Government-owned land at Fort Hunter Liggett (FHL), CA 93928. This 14 work shall consist of exterior and interior work such as: painting (exterior/interior), wall and roofing panel 15 replacement, sidewalk repairs, light replacement, doors and windows replacement, floor replacement and bathrooms 16 upgrades. Additionally, minor plumbing and electrical repairs and upgrades shall be required as part of the Statement 17 of Work (SOW). 18

1.1.2.1 Agreement of Confidentiality. 19

The contractor will be required to sign an agreement of confidentiality with the Government prior to release of said 20 items. AS-Built drawings and Conceptual Design drawings provided by the Government shall be used as information 21 purpose only. The Contractor is not to rely solely on any data or dimensions shown on these drawings. Any 22 dimensions, elevations, existing conditions, or utilities shown on these drawings which shall in any way be 23 incorporated into and/or shown in the design drawings, specifications, materials or control estimate of this project, 24 must be field-verified by the Contractor. 25

1.1.2.2 Betterments and Enhancements Considerations. 26

All proposals received MUST include the minimum requirements set-forth in this statement of work in addition to 27 providing AS-built drawing at the completion of the project to be considered for evaluation and award. In no case will 28 proposals be accepted to allow for inclusion of betterments or enhancements after final layout has been approved by 29 the government. Betterments and enhancements will not be considered unless the proposal meets the minimum 30 requirements set-forth in this statement of work. Contractors are encouraged to review the statement of work to 31 familiarize themselves with all of the available options and alternatives included herein. 32

Directorate of Public Works – Fort Hunter Liggett pg. - 5 -

1.1.2.3 Proprietary Names. 33

In many instances several finishes or materials are identified for a specific item, however, the primary consideration 34 of this solicitation is obtaining the minimum requirements set-forth for construction in this project. Due to the 35 specialized nature of certain components requested and/or required for this project, these specifications, in some 36 instances, refer to various components by trade or manufacturer’s name. Whenever a proprietary (trade) name is used 37 within this Specification Section, it is used to describe a standard of required function, dimension, appearance, 38 fabrication, materials, finish and quality. References to materials by trade name, make, or model number shall not be 39 construed as limiting competition. 40

2.2 FHL AND PRFTA PHYSICAL SECURITY REQUIREMENTS 41

2.2 Personnel Security 42

2.2.1 Access and General Protection/Security Policy and Procedures. 43

Contractor and all associated sub-contractors employees shall provide all information required for background 44 checks to meet installation access requirements to be accomplish by installation Provost Marshal Office, Director of 45 Emergency Services or Security Office. Contractor’s workforce must comply with all personal identity verification 46 requirements (FAR clause 52.204-9, Personal Identity Verification of Contractor Personnel) as directed by DOD, 47 HQDA and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, 48 should the Force Protection Condition (FPCON) at any individual facility or installation change, the Government 49 may require changes in contractor security matters or processes. 50

2.2.2 Contractors that Require Access to DOD Facility or Installation. 51

Contractor and all associated sub-contractors employees shall comply with adjudication standards and procedures. 52 This includes, but not limited to using the National Crime Information Center Interstate Identification Index (NCIC-53 III) and Terrorist Screening Database (TSDB) (Army Directive 2014-05/AR 190-13), applicable installation, facility 54 and area commander installation/facility access and local security policies and procedures (provided by government 55 representative), or, at OCONUS locations, in accordance with status of forces agreements and other theater 56 regulation. 57

2.3 Physical Security. 58

The contractor will have a law enforcement background check completed for all employees who will be entering 59 Army-controlled installations or facilities. Additionally, the contractor will provide to the COR, fifteen (15) calendar 60 days in advance of the event, names and Social Security numbers (or equivalent identification numbers for non-U.S. 61 citizens) of all employees who will be entering Army-controlled installations or facilities. Non-U.S. citizens must 62 produce a valid work visa along with said documentation. The contractor will ensure requirement are met for all 63 subsequent employees who will be entering the installation after the initial start date, and they will ensure that a law 64 enforcement background check is completed for all employees on a yearly basis thereafter. Furthermore, the contractor 65 will ensure that its employees entering Army-controlled installations or facilities have obtained access badges and 66 passes in accordance with facility regulations and that these badges and passes are obtain in advance so as not to delay 67 the accomplishment of contracted services. Lastly, the contractor will return all issued U.S. Government Common 68 Access Cards, installation badges, and/or access passes to the Army installation Physical Security Officer when the 69 contract is completed or when a contractor employee no longer requires access to the installation or facility. 70

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2.3.1 Identification Badges. 71

Identification badges, if required, will be furnish without charge. Application for and use of badges will be as 72 directed by the Contracting Officer. The Contractor shall be responsible to immediately report instances of lost or 73 stolen badges to the Contracting Officer. Upon completion of the contract, the company will return all issued CAC 74 Cards, Installation Badges, and/or access passes to the Contracting Officer and/or Contracting Officer 75 Representative. 76

2.3.2 OPSEC Training 77

Per AR 530-1 Operations Security, the contractor employees must complete Level OPSEC Awareness training. New 78 employees must be trained within 30 calendar days of their reporting for duty and annually thereafter. Contact the 79 installation OPSEC officer at (831) 386-2118/2119 to arrange for OPSEC training. OPSEC Level I training 80 certification can be obtained at https://www.lms.army.mil. 81

2.3.3 Antiterrorism Training. 82

All Contractor employees, including subcontractor employees, requiring access to Army installations, facilities, or 83 control access areas shall complete AT Level I awareness training within seven (7) calendar days after contract start 84 date or effective date of incorporation of this requirement into the contract; whichever applies. The Contractor shall 85 submit certificates of completion for each associated contractor employee and subcontractor employee to the COR 86 (or submit to contracting officer, if a COR is not assigned) within 10 calendar days after completion of training by 87 all employees and subcontractor personnel. The COR will assure all Contractors, contractor employees and all 88 associated subcontractors’ employees AT Level I Training is current, all current AT Level I certificates (new and 89 refresher training), are provided to FHL ATO, DPTMS building 290, annually or until said contract expires. This is 90 an annual requirement and can be accomplished by one of two means: under the instruction of a qualified Level 1 91 AT Awareness Instructor (Level II Trained and Certified ATO), or completion of a DoD-sponsored and certified 92 computer or web-based distance learning instructions. Virtual, AT Level I Training can be coordinated with the FHL 93 Garrison ATO at (831) 386-3816. AT Level I training is available at the following website: https://jkodirect.jten.mil 94

2.3.4 iWATCH Training. 95

An ATO (Level II Trained and Certified) will facilitate, face to face in-person iWATCH Training for Contractors 96 and all associated subcontractors’ employees via FHL ATO. This locally developed training will be used to inform 97 employees of the types of behavior to watch for and instruct employees to report suspicious activity to the COR, 98 iWATCH line (831) 386-3457 or DES Police (831) 386-2526. The COR will track completion of training. The 99 COR will provide a roster of attendees and the ATO will certify attendee roster after completion of training. The 100 Contractor and all associated subcontractors’ shall provide the roster to the COR no more than 10 days after project 101 start and within 10 calendar days for new employees commencing performance. COR will give a copy to the ATO. 102 Individual records will reflect completion of the iWATCH training. The Contractor and all associated 103 subcontractors’ shall encourage personnel to report suspicious activity and/or stolen equipment. iWATCH Training 104 is an annual requirement. 105

3.0 CONSTRUCTION REQUIREMENTS 106

3.1 Contractor Requirements. 107

https://www.lms.army.mil/ https://jkodirect.jten.mil/

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The Contractor shall be lawfully licensed in the state of California in all the applicable disciplines required to work 108 on this project. If the contractor will require the usage of Subcontractors to perform specific task involved with this 109 project, said subcontractor must also be lawfully licensed in their applicable disciplines. 110

The Contractor shall supervise and direct the work, using qualified labor, materials, and proper equipment for all tasks 111 to be performed or provide in accordance with this statement of work. The Contractor shall be responsible and have 112 control over construction means, methods, techniques, sequences, and procedures for coordinating all portions of 113 work. The Contractor and/or Subcontractors shall undergo a full background check resulting in a favorable review by 114 the Parks Reserve Force Training Area and Fort Hunter Liggett Security and Intelligence office prior to entering the 115 garrison. 116

The contractor shall ensure that each representative requiring access to the installation completes Antiterrorism Level 117 I ‘Awareness’ Training annually and prior to accessing the installation. 118

The Contractor shall conduct field investigations and it shall be his/her responsibility to visit the project site to verify 119 existing conditions affecting this project. This may be accomplished through field inspections, discussions with 120 appropriate personnel, and by checking previous work and as-built drawings. If field inspections indicate minor 121 discrepancies or missing information between the plans provided and actual site conditions, the Contractor shall 122 contact the Contracting Officer (KO) immediately to report the discrepancies found. 123

If in the course of the Contractor’s investigations, should he/she discover any errors, inconsistencies, or omissions in 124 information provided by Directorate of Public Works (DPW) that affect the SOW, then the Contractor shall promptly 125 notify the KO. 126

Safety of the Contractor’s personnel and equipment is the responsibility of the Contractor. Appropriate safety 127 measures shall be adopted to protect all personnel whether or not associated with the project for the duration of the 128 entire construction project. The Contractor shall be responsible for determining what permits are necessary to perform 129 under the contract. Obtaining permits is the contractor’s responsibility and that if such permits are required then 130 Directorate of Public Works shall review and approve permit submittals. 131

The Contractor shall be responsible for taking corrective action for any notices of violations issued as a result of the 132 Contractors or any subcontractors’ actions or operations during the performance of this contract. Corrections for any 133 such violations shall be at no additional expense to Fort Hunter Liggett and Parks Reserve Force Training Area. 134

The Contractor shall be responsible for control of pedestrian and vehicular traffic in the work area. The Contractor 135 shall provide flag persons, signs, equipment and other devices necessary to meet Federal, State and local requirements. 136

The Contractor shall be responsible for providing Fort Hunter Liggett with a finished product in accordance with all 137 applicable US Federal, State of California, and local county regulations & requirements. Additionally, all work shall 138 comply with applicable DoD, Army Reserve IT Manual, Army Technical Guide for Installation Information 139 Infrastructure Architecture, and Army Corp of Engineers (USACE) regulations & requirements. A complete and 140 usable product shall be available upon completion of this project. 141

The Contractor shall submit matters of interpretation of standards to the appropriate administrative agency for 142 resolution before starting work. Where the requirements of this specification, applicable laws, criteria, ordinances, 143 regulations, and referenced documents vary, the most stringent requirements shall govern. 144

Materials and equipment specified shall be the most up to date design of standard catalogued products of 145 manufacturers regularly engaged in the production of such equipment and material, and shall be installed according 146 to the manufacturer’s recommendations. All equipment and material shall applicably conform to the requirements of 147 American National Standards Institute (ANSI), American Society of Testing and Materials (ASTM), National 148

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Electrical Manufacturer’s Association (NEMA), National Fire Protection Association (NFPA) or other national trade 149 association as applicable. Where standards exist, materials and equipment shall bear the label and be listed by 150 Underwriters Laboratories, Inc. (UL) or other Nationally Recognized Testing Laboratory (NRTL) per the NEC. 151 Building codes shall conform to the International Building Code (IBC) and the California Building Codes, Title 24. 152

3.2 Conformance with Environmental Management Systems. 153

The Contractor shall perform work under this contract consistent with the relevant policy and objectives identified in 154 the United States Army, United States Army Reserve, United States Army Garrison, and/or Camp Parks environmental 155 management system (EMS) applicable for the contract. 156

The Contractor shall perform work in a manner that conforms to all appropriate Environmental Management Programs 157 and Operational Controls identified by the United States Army, United States Army Reserve, or United States Army 158 Garrison, Parks Reserve Force Training Area EMS. 159

In addition, the Contractor shall ensure that their employees are aware of the roles and responsibilities in following 160 legal and other requirements, and how these requirements affect their work performed under this contract. All on-site 161 contractor personnel shall complete training specified for the type of work conducted on-site and maintain training 162 records. 163

The Contractor shall provide monitoring and measurement information as necessary for the organization to address 164 environmental performance relative to the environmental, energy, and transportation management goals. 165

In the event an environmental nonconformance or noncompliance associated with the contracted services is identified, 166 the contractor shall take corrective and/or preventative actions. In the case of a noncompliance, the Contractor shall 167 respond and take corrective action immediately. In the case of a nonconformance, which is identified during an EMS 168 audit, the nonconformity will be communicated to the Contractor by the EMS Management Representative and a 169 reasonable corrective action will be identified and completed based on the time schedule agreed upon by all applicable 170 parties. 171

Contractors are liable for any enforcement actions, fines and/or penalties resulting from the failure of the contractor 172 to comply with applicable environmental requirements. (AR 200-1, Sec. 2-2d) 173

Upon inclusion in the contract Statement of Work or contract award, the Contracting Officer's Representative will 174 verify that all appropriate contractor personnel have completed EMS Awareness Training. 175

3.3 Submittals. 176

3.3.1 Government Review. 177

The government review period will be set fourteen (14) calendar day. All reviews will be completed at (or within) 178 the review period. The government shall review the contractor’s submittals for checking for conformance with the 179 qualitative requirements of this project. Review of such submittals are not conducted for the purpose of determining 180 accuracy and completeness of other details such as dimensions and quantities, or for substantiating instructions for 181 installation or performance of equipment or systems, all of which remain the responsibility of the contractor as 182 required by this scope. 183

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3.3.2 Government Approval. 184

The government’s approval of submittals shall not be construed as being contractual, and shall not relieve the 185 contractor of responsibilities for deviations from the actual contract or from this scope. Any deviations from the 186 actual contract or this scope shall be coordinated with the appropriate agency through the COR. 187

Substitutions that have a major effect on the design for this project shall be reviewed by the government for 188 conformity with the qualitative requirements of this project. 189

3.3.4 Referenced Specifications. 190

Follow submittal procedures shown in specification Section UFGS 01 33 00 SUBMITTAL PROCEDURES. 191

3.3.5 Project Schedule. 192

The contractor shall submit a construction project schedule no later than seven (7) calendar days after the delivery 193 order notice to proceed. The contractor shall provide a comprehensive Gantt, or bar, schedule that properly indicates 194 all major milestones, submittals, critical path items and the anticipated completion date for all construction 195 activities. The schedule shall be sufficiently detailed to enable tracking of construction progress and to anticipate 196 critical tasks. Additionally, schedule will meet all requirements specified in UFGS 01 32 01.00 10 Project Schedule. 197

3.3.6 Project Submittals. 198

The contractor shall prepare submittals as required by the project specifications, the contract for construction or as 199 requested by the COR. Submittals may include but are not limited to product data, installation and maintenance 200 instructions, shop drawings, calculations, samples and test reports. Submittals shall be presented to the COR for 201 review and approval at least fourteen (14) calendar days prior to purchase or installation. Failure to present 202 submittals to the COR in a timely manner will not justify any claims for a schedule delay of added costs. Once a 203 roofing system ‘Material’ submittal is accepted, it may be considered a ‘Master Submittal’, and it may be used for 204 subsequent delivery orders without resubmitting. The designation of ‘Master Submittal’ is intended for physical 205 material submittals only. However, it is at the discretion on the government whether non-material submittal may or 206 may not be establish as a ‘Master Submittal’. 207

3.3.7 General Requirements. 208

The following are the minimum but not limited to general requirements that must be obtained for this project: 209

Demolition/Removal 210

Remove and dispose roofing system (thin gauged metal sheeting) to a total three (3) buildings (301B, 211 301C, & 301J). This includes, but not limited to: gutters, downspouts and miscellaneous components. 212

Remove and disposed exterior wall panels (thin gauged corrugated metal panels covered with 213 polyurethane foam insulation, and all associated hardware) to a total three (3) buildings (301B, 301C, & 214 301J). 215

Remove an estimated fifteen hundred (1,200’) sq. /ft. of concrete sidewalk in identified areas. Contractor 216 shall prepare areas for new sidewalk. 217

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Remove and dispose exterior lighting assemblies (i.e. wall pack, wiring and associated hardware). Each 218 area shall be prepare to receive new commercial grade LED wall packs. 219

Remove and disposed interior lighting to the following buildings, 301, 301B, 301C, 301J & 296. 220 Contractor shall prepare each room for new lighting. 221

Remove and disposed exterior metal doors to include frames, hardware and other miscellaneous 222 components (i.e. openers, panic bar, threshold, deadlocks, hinges, etc...). Each opening shall be prepare 223 for new doors. 224

Remove and disposed windows to include metal frames. Each opening shall be prepare for new window. 225

Remove and dispose all drop down ceiling tiles to include suspension system to the following buildings 226 301, 301B, 301C, & 301J. 227

Remove and disposed electrical outlets, GFI outlets, switches, dimmers and data that are no longer 228 working or not in compliant with National Electric Code. 229

Remove and disposed flooring to the following buildings: 301, 301B, 301C, & 301J.Removal includes, 230 but not limited to: carpet and pad, Vinyl Composition Tile (VCT) and linoleum. Additionally, base 231 boards, mastic and other miscellaneous components shall be included in the removal. 232

A total of eight (8) restroom consist of men and women shall be upgraded with new fixtures and minor 233 repairs. Demolition includes, but not limited to: toilets, sinks, paper towel and soap dispenser, flooring, 234 base board, electrical outlets, lighting, doors and miscellaneous plumbing components (i.e. wax ring, 235 angle-stop, valves, floor flange, facets, inlet supply lines bolts, caps seats and covers). 236

Remove and dispose four (4) 5’x 10’ (15-20 ton) inactive AC units located a building 301; these system 237 are no longer in use. This includes but not limited to condenser unit, coils, fan, compressor, electrical 238 (i.e. conduits, shut off switch and boxes), refrigerant and miscellaneous components. 239

Remove and dispose exterior metal cover on the south side of building 301. This includes, but not limited 240 to, roof, frame, doors, lights, and other miscellaneous items accosted with the metal cover. Contractor 241 shall prepare the area for painting. 242

Remove and dispose two (2) 4’x 5’ exterior louvers. Contractor shall prepare opening for new louvers. 243

Remove and dispose thirty (30) ceiling diffusers and twenty four (24) ceiling returns. Contractor shall 244 prepare openings for new ceiling diffusers and returns. 245

Sidewalk Repair 246

The Contractor shall remove and disposed existing concrete sidewalk in varies location. The contractor 247 shall saw-cut in sections specified areas that been identified by the COR. Map of the location shall be 248 provided by the COR. 249

Contractor shall remove 6” sub-base material and add 6” compacted aggregate base course material. 251

Contractor shall, moisten, and compact the existing subgrade to 90% of maximum dry density per 253

ASTMD 698. 254

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Contractor shall place new concrete with minimum thickness of four (4”). Each new concrete section 256 shall have expansion and contraction joints. Contractor shall refer to the Caltrans Standard Specification 257 (2018) 73 Concrete Curb and Sidewalks for additional requirements. 258

Building Envelope Upgrades (301B, 301C & 301J) 259

The contractor shall furnish and install Polyisocyanurate Insulated Prefabricated 4 inches (or R-30 260 equivalent) standing seam metal roof panels, minimum thickness of interior and exterior sheet metal shall be 261 24 gauge. Buildings include 301B, 301C, & 301J. Contractor shall verify Unified Facilities Criteria (UFC) 262 DoD Minimum Antiterrorism Standards for Buildings 4-010-01 February 2012 (Change 1, October 2013) to 263 ensure the materials meet the UFC requirements. The system shall be complete and usable which shall 264 include the installation of all auxiliary components (i.e. fasteners, butyl tape, butyl sealants, molding closure 265 strips, gutters, downspout, trim, ridge caps, equipment curbs, and other similar sheet metal accessories) 266 necessary to achieve a weather-tight seal on the entire system. The color samples for the roof panel shall be 267 Colonial Red or equivalent. 268

The contractor shall provide a Polyisocyanurate Insulated prefabricated 2.5 inches wall panel system, 270 minimum thickness of interior and exterior sheet metal shall be 24 gauge. Buildings include 301B, 301C, & 271 301J. The system shall be complete and usable which shall include the installation of all auxiliary components 272 (i.e. fasteners, closure strips, sealants, and sheet metal flashing) necessary to achieve a weather-tight seal on 273 the entire system. The contractor shall provide color samples for wall panels. 274

Openings 275

The contractor shall furnish and install (9) fire rated standard steel single door with frame assembly; one (1) 276 standard steel double doors with farm assembly; one (1) double door with lower louver and frame assembly; 277 and one (1) Storefront with lite and frame assembly. Buildings include 301, 301B, 301C and 301J. Hardware 278 and all auxiliary components shall be included in order to achieve a complete and usable system. This 279 includes but not limited to interchangeable ADA door handle, deadbolt set/deadbolt privacy lock with outside 280 keyed Core for Access, interchangeable door handle (ADA) push plate, door closer, door stops, kick plate, 281 threshold, weather stripping, panic bars, glass lite. Contractor shall be aware each main entrance door shall 282 receive glass lite. Contractor shall provide color samples and submittals for approval. 283

The contractor shall furnish and install an estimated seventeen (15) exterior Thermally Improved Window 285 Assemblies and two interior sliding windows for the office. Frames shall be a Bronze Finish. Glazing shall 286 be double pane glass separated airspace filled with krypton gas, low solar heart gain, and low-E glass. Item 287 includes all auxiliary components required to achieve a complete and usable system (i.e. sills, sashes, spacers, 288 weather-stripping, backer rods, fasteners, adhesives, etc.) Item also includes the delivery of material to the 289 project site location. The contractor shall be responsible for verifying measurement, and type of window 290 required. In addition, Contractor shall refer to the UFC 4-010-01 12 December 2018 (Change1, 19 August 291 2020) Standard 10, to ensure the new windows assembly meets DoD Minimum Antiterrorism Standards for 292 Buildings. 293

Exterior & Interior Painting 294

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For exterior painting Contractor shall cover/protect windows, doors and surrounding grounds (shrubs, 295 bushes, trees, and other miscellaneous vegetation) from debris, water and paint generated from the project. 296

Pressure wash exterior wall surface to building 301. Surface areas impacted during pressure wash are made 298 of stucco, wood trim and metal. Equipment use for pressure wash shall not exceed twenty five hundred (2500) 299

lb. operation pressure. 300

Exterior buildings shall be free of loose foreign matter such as mold, mildew, dirt, paint and corrosion. 302

Contractor(s) shall prime and paint exterior and interior surface for building 301, 301B, 301C & 301J and 304 ensure that primer, sealers and undercoats are suitable for the substrate and compatible with the finish coat 305 and each other. 306

For exterior and interior walls, contractor shall use appropriate methods for patch, fill and retexture for areas 308 that have cracks, holes and gouges. Any expose or repaired areas shall be prime prior to painting. 309

Contractor shall provide color samples to DPW and COR for approval. Contractor shall ensure color choices 311 comply with Fort Hunter Liggett Installation Design Guide. 312

Contractor(s) shall apply one (1) coat of primmer to areas that have been worn, repaired or replace with new 314 material. This includes, but not limited to, interior and exterior wall and ceiling, doors, frames gutters, down 315 spouts railings. 316

Contractor(s) shall paint two (2) coats of pre-selected color of new elastomeric paint for each listed buildings. 318 Contractor shall determine the best method of paint application and ensuring evenness throughout the 319 building exterior and interior. Areas to be included, but not limited to, walls and ceilings, doors (interior and 320 exterior), frames gutters, trim, down spouts railings. 321

Contractor shall place “Wet Paint Warning” signs to all areas that paint was applied. 323

Flooring Replacement 324

Furnish and install new 12x12 resilient Vinyl Composition Tile (VCT) commercial grade throughout 325 buildings 301, 301B, 301C and 301J. Areas of installation includes: offices, class rooms, corridors, hallways 326 and storage closets. Prior to installation, the contractor shall provide floor sample with color choices to the 327 COR for approval. 328

Furnish and install 6” rubber cove base throughout each room. This includes, but not limited to: offices, 330 class rooms, corridors, hallways restrooms and storage closets. 331

Replace Ceiling Tiles & Suspension System 332

The contractor shall furnish and install ceiling suspension system (fire rated, 15/16”T bar, 25% recycled steel, 333 2' x 4' grid (Suspended acoustic ceiling tiles (2’x 2’ visual tile pattern), mineral fiber, 75% recycled content, 334

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¾” thick, seismic straps, and seismic bracing) for buildings 301, 301B 301C, & 301J. Contractor shall submit 335 grid layout and submittals prior to installation. 336

Exterior Building Penetrations. 337

Identify, uninstall and store any exterior building penetrations (telecommunications, antennas, vents, water 338 spigots, exterior ducting and other miscellaneous items) where building envelope upgrades will occur. The 339 contractor shall re-install all exterior building penetrations (telecommunications, antennas, vents, electrical 340 conduits, etc.) to its original location. 341

Restroom Upgrades (301, 301B, 301C & 296) 342

Contractor shall upgrade eight (8) existing restrooms located in the following buildings: 301, 301B 301C & 343

296. Work shall include, but not limited to, interior and exterior painting, flooring replacement and light 344 replacement. 345

Furnish and install toilets, sinks with counter top, facets, soap and sanitizer dispensers, and grab bar, 347 bathroom tissue dispenser towel dispenser (fold/multi F fold paper). Additionally, contractor shall furnish 348 and install new bathroom stalls to each bathrooms with privacy locks. 349

Minor upgrades to electrical such as new cover plates, light switches, electrical outlets and GFCI outlets 351 Contractor shall verify electrical panel to ensure existing breakers are sufficient for outlets and switches. 352

Additional replacement shall include, wax ring; angle-stop, valves (i.e. emergency shut off valves); floor 354 flange; stainless braid inlet supply connectors (water supply line); bolts with caps, seat covers and other 355 miscellaneous axillary components. 356

Furnish and install new seamless sheet linoleum flooring with 6” rubber cove base to six (6) existing 358 bathrooms. Prior to installation, the contractor shall provide floor sample with color choices to the COR for 359 approval. 360

HVAC 361

The contractor shall furnish and install new 24” x 24” drop ceiling diffuser and air vent register with 362 perforated face to the following buildings: 301, 301B 301C, & 301J. Contractor shall be responsible for 363 quantity. Submittal shall be provided for approval. 364

Electrical 365

All electrical outlets and switches shall be check and verified by the contractor ensure the outlets are in good 366 working condition (i.e. electrical outlets, GFCI, switches and dimmers). Areas include, but not limited to, 367 class rooms, offices, hallways, restrooms. If outlets are not working, the contractor shall furnish and install 368 new 120V 20A electrical outlets and switches in identified areas. Contractor shall replace existing cover 369 plates (i.e. electrical outlets, switches, dimmers) with new color coordinated plates. All electrical shall adhere 370 the most current National Electric Code. 371

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Contractor shall verify if the current electrical panel can support newly electrical upgrades in the following 372 areas; offices, conference rooms, class rooms and new lighting. If the existing panel cannot support the new 373 up upgrades then the contractor shall make the necessary upgrades to the existing panel. This includes but 374 not limited to: conduit, conductors, breakers, fuses and all necessary auxiliary components. Installation of 375 these components shall meet all requirements specified in National Electric Code and NFPA 70. 376

Furnish and install new energy efficient photocell sensor controlled 150W LED, clear lens wall pack 378 assemblies. Contractor shall provide submittals for review prior to install. Contractor shall be responsible for 379 quantities needed for each buildings (301, 301B, 301C, 301J and 296). 380

Furnish and install new LED lighting throughout each listed buildings (301, 301B, 301C, 301J and 296). 382 Areas of replacements includes, offices, classrooms, storage, restrooms, hallways, corridors, and entryways. 383 Light fixture shall be grid mounted T5 indirect fixtures. The contractor shall design and submit a reflected 384 ceiling plan (RCP) for review and approval. Additionally, the contractor shall inspect existing switches and 385 dimmers to ensure compatibility for new lighting. If the contractors identified switches and dimers not to be 386 combatable, contractor shall replace with new. All new electrical work shall be in accordance with National 387 Electric Code and the UFC standards. 388

Contractor shall furnish and install minimum required exit and emergency lighting to the following buildings 390 301, 301B, 301C and 30J. Exit lighting shall be a combination exist (light and sign) with 90 minute batter 391 back up. Contractor shall provide submittals for review prior to installation to include egress plan for each 392 building. 393

Telecommunication Upgrades 394

Contractor shall upgrade existing data/voice outlets with new color coordinated cover plates. The following 395 areas include, but not limited to, class rooms, offices, and conference rooms. Contractor shall consult with 396 Network Enterprise Center (NEC) for requirement for installation materials and equipment for data 397 connection. 398

END OF STATEMENT OF WORK 402