SOW Rubber Removal Repaint Runways.pdf

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ALFWAL RUBBER REMOVAL & REPAINT RUNWAYS, (18/36 & 13/31) WALDRON OUTLYING AIRFIELD, CORPUS CHRISTI
Solicitation number
N6945025RSC07
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This Statement of Work (SOW) details a federal contract for rubber removal and runway repainting at Waldron Outlying Airfield in Corpus Christi, Texas. The project requires the contractor to remove built-up rubber and repaint runway markings for runways 18/36 and 13/31, addressing an aviation safety hazard. Specific requirements include removing 90% of visible rubber on concrete pavements, 85% on asphaltic surfaces, and completely removing loose or flaking paint, totaling approximately 220,000 square feet of rubber removal across the runways.

The contract scope involves water blasting equipment for paint and rubber removal, with strict guidelines on equipment specifications, water pressure control, and environmental protection. The period of performance is 45 calendar days, including 7 days for lead-time, with work to be conducted between 7:30 A.M. and 4:30 P.M. Monday through Friday. The contractor must comply with numerous environmental regulations, including waste disposal protocols, storm water pollution prevention, and use of reflective white and yellow paints with specific application standards. All work must be performed in accordance with naval facility engineering and airfield maintenance standards, with a one-year warranty on workmanship and materials.

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Solicitation - N6945025RSC07.pdf PDF
Wage Determ Tx 2025.pdf PDF
Pre-Proposal Inquiry Log (PPI).xlsx XLSX spreadsheet
Attachments A Thru E.pdf PDF
NASCC Electronic Guest Sponsorship.pdf PDF

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STATEMENT OF WORK 1

ALFWAL RUBBER REMOVAL & REPAINT RUNWAYS, WALDRON OUTLYING 3

AIRFIELD, CORPUS CHRISTI, TX (REVISION 1) 4

Date: 03/24//2025 6 Work Order Number (WON): CRPC36 8 EProject Number: 1856033 9 Written by: Matthew Craig 11

1. GENERAL DESCRIPTION: The Contractor shall provide all supervision, transportation, 13 labor, materials, equipment, and incidental work necessary to remove all built up rubber 14 and repaint the runway markings on Waldron Outlying Airfield runways 18/36 and 13/31 15 See paragraph 5 for detailed statement work. [The contractor shall comply with UFGS 01 16 31 23.13 20 Electronic Construction and Facility Support Contract Management System 17 for the administration of this contract. See Paragraph 18 for specifics.] 18

2. LOCATION: The work is located at Waldron Outlying Airfield, Corpus Christi, Texas. 19 See Attachment A for project location. 20

3. PERIOD OF PERFORMANCE: The period of performance (POP) is 45 calendar days, 21 which incorporates a 7 day for lead-time for item equipment/parts. Should the Contractor 22 feel a longer POP is needed based on work duration or longer lead-time items, please 23 provide the proposed POP with backup for request for consideration within your proposal 24 submission prior to award. 25

4. ATTACHMENTS: 27

Attachment Title A Project Location B Site Photos C Project Detail Images D Runway Designation Specification E Solid Waste Summary Sheet

5. SCOPE OF WORK: The contractor shall provide all labor, materials, and equipment to 30 complete the tasks described herein. Additionally, the contractor shall conduct their own 31 survey of the site to assess existing features, conditions, and measurements. The 32 Contractor is to perform rubber removal and repaint runway markings for runways 18/36 33 and 13/31 due to continual rubber buildup which has become an aviation safety hazard. 34

Craig, Matthew M CIV (USA) 18-36 and 13-31 have been changed to 18/36 and 13/31 for consistency and clarification.

5.1. SPECIFICATIONS 35

5.1.1. The contractor shall enter the airfield through the entrance gate accessed by 36 Waldron Drive. To enter the gate the contractor must coordinate with Airfield 37 Management Personnel to gain access to the runways. See Attachment A for 38 project location. 39

5.1.2. The contractor shall coordinate with COR and AFM (Airfield Management) to 40 establish working schedule due to the potential for weekend and outside of 41 standard operating hours to minimize down time for the runway(s) affected. 42

5.1.3. Contractor shall provide and upkeep all necessary barricades and lit “X’s” for 43 runway/taxiway closure around the affected areas to ensure safety. The “X” 44 Markers can either be a large “X” structure made of vinyl that is laid over both 45 approach ends of the affected runways or a standing “X” structure. 46

5.1.4. Contractor shall properly maintain and clean work area daily ensuring proper 47 procedures regarding F.O.D. (Foreign Object Debris) practices detailed in section 48 17 and 17.1 in this document. 49

5.1.5. Paint/ Rubber Removal Process Plan: Prior to the start of any work, contractor 50 must submit a Paint/ Rubber Removal Process Plan for approval by the 51 Contracting Officer. This plan includes data for airfield mechanical paint/ rubber 52 removal equipment including area of coverage per pass, range of water pressures, 53 and water tank capacity. Mechanical removal equipment includes water blasting. 54

5.1.6. Sandblasting and grinding not authorized to remove paint or rubber from 55 airfield surfaces. 56

5.1.7. If the contractor wishes to use another form of removal outside of water blasting, 57 the contractor must coordinate with the COR and AFM for approval. 58

5.1.8. Rubber Removal Runways 18/36 and 13/31: 59

5.1.9. Rubber Removal Percentages: Remove 90 percent of all visible rubber on Portland 60 cement concrete pavements and 85 percent of all visible rubber on asphaltic 61 concrete pavements. Remove all paint that is loose, flaking, chalky, or not to be re-62 marked or does not comply with size or pattern standards. Exercise close control of 63 water pressure and blasting time/duration to prevent damage to joints, existing 64 markings not intended for removal, or the wearing surface. 65

5.1.10. The contractor is to remove approximately 100,000 square feet of built-up rubber 66 from Runway 13 which is 2,000 feet by 50 feet. This area is 50 feet wide, 25 feet 67 from each of the centerline markings, and includes the centerline of the runway. 68

5.1.11. The contractor is to remove approximately 60,000 square feet of built-up rubber 69 from Runway 31 which is 1,200 feet by 50 feet. This area is 50 feet wide, 25 feet 70 from each of the centerline markings, and includes the centerline of the runway. 71

5.1.12. The contractor is to remove approximately 60,000 square feet of built-up rubber 72 from Runway 18 which is 1,200 feet by 50 feet. This area is 50 feet wide, 25 feet 73 from each of the centerline markings, and includes the centerline of the runway. 74

5.1.13. Please note, there will be an approximately 70 foot overlap between runway 13 75 and runway 18. Runway 13 is the priority runway therefore will take precedence 76 for the rubber removal. The approximate 70 feet have been added to the end of 77 runway 18 removal to ensure full 1,200 foot coverage of runway 18. (See 78 attachment C). 79

5.1.14. The contractor is to remove approximately 60,000 square feet of built-up rubber 80 from Runway 36 which is 1,200 feet by 50 feet. This area is 50 feet wide, 25 feet 81 from each of the centerline markings, and includes the centerline of the runway. 82

5.1.15. Paint Removal and Repaint Runways 18/36 and 13/31: 84

5.1.16. Contractor shall Provide mobile water blasting equipment capable of producing a 85 pressurized stream of water that effectively removes paint from the pavement 86 surface without significantly damaging the pavement. Provide equipment, tools, 87 and machinery, which are safe, and in good working order at all times. Provide 88 equipment interlocks to prohibit high-pressure water discharge when the vehicle or 89 cleaning head is stationary (not moving forward or side to side). 90

5.1.17. Paint Removal Percentages: Remove 85 Percent of paint on Portland cement and 92 asphaltic concrete pavement. Remove all paint that is loose, flaking, chalky, or not 93 to be re-marked or does not comply with size or pattern standards. Exercise close 94 control of water pressure and blasting time/duration to prevent damage to joints 95 existing markings not intended for removal, or the wearing surface. 96

5.2. Water used for high-pressure water equipment is available from Government hydrants 97 within 2500 feet of all points of the work area, at no cost to the Contractor. Furnish 98 equipment and labor for delivery of water from the hydrant to the job site. Notify the 99 Contracting Officer on location of fire hydrants used and the respective times of use. 100 The Contracting Officer will notify the Fire Department of fire hydrants to be used and 101 designated times of use. Connections to a fire hydrant will be subject to the Contracting 102 Officer's inspection and approval. The Contractor must provide and use a backflow 103 prevention device (reduced pressure zone (RPZ)) for filling water tanks. The Contractor 104 is responsible for testing, treating, and filtering the water to ensure it will not interfere 105 with the paint removal equipment. 106

5.3. Water Pressure: Provide water pressure impact upon the indicated pavement areas 107 sufficient to remove the designated paint to the required degree of removal without 108 damaging the existing pavement, joint sealant, or other airfield appurtenances. The 109 Contractor is responsible for repairing any damage caused by the removal work. 110

Repetitious callout of RW 18, corrected to intended RW 36.

5.4. Cleanup and Waste Disposal: Keep the worksite clean of by-products, debris and waste 111 from paint / rubber removal operations. Perform cleanup operations continuously. 112 Remove all residue from the pavement. Obtain the approval of residue removal and 113 disposal method from the Contracting Officer prior to beginning work. Submit a Waste 114 Collection, Identification and Disposal Plan describing proposed actions regarding 115 waste collection, control, identification, and disposal to the Contracting Officer's 116 Representative for approval prior to the start of work. The plan will address the 117 collection of paint / rubber and water for disposal. 118

5.5. Contractor will identify techniques and procedures to protect bay waters by using best 119 management practices (BMP) around the work site. Collect and hold all water, paint, 120 and rubber simultaneously to prevent the spread of materials on or around the work site. 121

5.5.1. Contractor shall provide vacuum truck for project until all materials are sampled 122 and can be disposed appropriately. 123

5.5.2. Contractor shall also provide a vacuum truck and shall remove material into waste 124 containers and/or into oil water separator. 125

5.5.3. All water will be collected filtered to collect all debris (paint, rubber, etc.). 126

5.5.4. Waste debris shall be collected in waste container for disposal by the Navy 127 environmental office. Contractor shall submit a copy of the Waste Stream 128 Determination Form to the Navy Environmental Department. 129

5.5.5. The contractor shall contact Navy Environmental Department to schedule 130 sampling of the water. 131

5.5.6. Non-hazardous waste results: The water shall be discharge to the oil water 132 separator. A filter media shall be in place before any discharge. 133

5.5.7. The tank bottoms shall be collected into waste containers for disposal by the Navy 134 Environmental Department. 135

5.5.8. Hazardous waste results: The water shall be collected into waste containers for 136 disposal by Navy Environmental Department. 137

5.6. Paint type and rate: Paint shall be waterborne type and conforming to MPI 97. Apply 139 paint at a rate of 105 plus or minus 5 square feet per gallon. 140

5.7. Beads type and rate: For reflectorized markings, apply Type I beads meeting FS TT-B-141 1325 at a rate of 7 plus or minus 0.5 pounds of glass spheres per gallon. 142

5.8. The contractor shall remove the entirety of any marking disturbed by the rubber 143 removal following the above-mentioned guidelines. 144

5.9. The contractor shall repaint all white airfield markings removed using FED-STD-595, 145 Chip No. 37925 Retroreflective White paint in accordance with NAVAIR 51-50AAA-146 2, UFC_3_260_02_2001 and AC 150-5370-10H. The surface to be painted shall be free 147 from dirt, debris, grass patches and loose or flaking paint. 148

5.10. The contractor shall apply a 6 inch in width border using FED-STD-595 Chip No. 149 37038 Non-Retroreflective Black around all centerlines, edge lines, thresholds, runway 150 designations, and fixed distance markers that have been repainted by the contractor. 151

5.11. The contractor shall remove any taxiway markings disturbed by the rubber removal and 152 repaint them using FED-STD-595 Chip No. 33655 Retroreflective Yellow – TT-P-1952 153 paint. 154

5.12. The contractor shall apply a 6 inch in width border using FED-STD-595 Chip No. 155 37038 Non-Retroreflective Black around all taxiway markings that have been repainted 156 by the contractor. 157

5.13. RUNWAY CHEVRON AND DEMARCATION BARS REMOVAL/REPAINT 158

5.14. The contractor shall remove all chevrons and demarcation bars and repaint them using 159 FED-STD-595 Chip No. 33655 Retroreflective Yellow – TT-P-1952 paint. (See 160 Attachment C) 161

5.15. The contractor shall apply a 6 inch in width border using FED-STD-595 Chip No. 162 37038 Non-Retroreflective Black around all chevrons and demarcation bars that have 163 been repainted by the contractor. 164

5.15.1. The Contractor shall extend the demarcation bar to the edge of the asphalt. 165

5.16. Fossil fuel fired construction equipment, including mobile generators, must not emit 166 visible smoke during operation. Smoking equipment must be shut off and removed 167 from NASCC property and either repaired or replaced with functioning units. Events 168 which emit smoke for a duration longer than start up / warm up must be reported to 169 ENV AQ for internal documentation. Reporting to the state may be necessary at the 170 discretion of ENV. 171

All work performed on NASCC, Texas must comply with Air Quality rules that govern 172 specific processes and material used. At project conclusion, a record of all coating, 173 solvent, sealant, and adhesive usage (product manufacturer, product name, volume 174 used, and VOC and/or vapor pressure) must be submitted to AQ Program Manager. 175

Dust must be controlled at all times. Water application equipment may apply water to 176 control fugitive dust during wind events or during demolition, unless unsafe to do so. 177 Outdoor construction activities that disturb the soil must cease whenever visible dust 178 emissions cannot be effectively controlled. 179

5.17. The Contracting Officer will appoint a Contracting Officer's Representative (COR). 180 The contractor shall only take direction from the contracting officer or Contracting 181

Added for clarification to differentiate from section 5.12.

Officer's Authorized Representative (COAR). The contractor shall contact the 182 Contracting Officer's Representative (COR) to schedule the preconstruction meeting. 183

5.18. Perform all work in compliance with the latest edition of NAVAIR 51-50AAA-2, 184 UFC_3_260_02_2001, AC150-5340-1M, and AC150-5370-10H. Contractor will install 185 all products according to manufacturer’s recommendations. 186

5.19. When Applicable: Licensing Requirements: All work is to be accomplished by 187 personnel that has met all current city & state certifications or license requirements to 188 accomplish the specified work. 189

5.20. Submittals: Submittals shall be provided and approved prior to delivery to the job site. 190 If submittals contain information for more than one product type, clearly indicate which 191 product type is being submitted. 192

5.20.1. Submittals of all products must be submitted for approval prior to starting work. 193

5.20.2. Accident Prevention Plan, Quality Control Plan, Environmental Protection Plan – 194 15 days prior to the preconstruction meeting, the contractor shall submit an APP, 195 QCP, and EPP. Contractor shall follow UFGS 01 35 26 Government Safety 196 Requirements for APP development, UFGS QC for Minor Construction for QCP 197 development, and UFGS 01 57 19 Temporary Environmental Controls & 198 paragraph 19.1 for EPP development. NOTE: Include the Storm Water Pollution 199 Prevention Plan (SWPPP) and Dewatering Plan with the submission of the EPP, 200 see paragraphs 19.1 and 14.3 (respectively). 201

5.20.3. Network Analysis Schedule – 15 days prior to the preconstruction meeting, the 202 contractor shall submit a NAS schedule using Microsoft Project (or Primavera P6) 203 and following UFGS 01 32 16.00 20 Small Project Construction Progress 204 Schedule. Contractor shall assume 3 adverse weather days per month. 205

5.20.4. Schedule of Prices – 15 days prior to the preconstruction meeting, the contractor 206 shall submit a Schedule of Prices for payment. Follow UFGS 01 20 00 Price and 207 Payment Procedures. 208

5.20.5. Operation and Maintenance Data – Contractor shall submit Operation and 209 Maintenance (O&M) Data 30 days prior to final acceptance. O&M data shall be 210 provided for the equipment, product, or system, defining the importance of the 211 system interactions, troubleshooting, and long-term preventative operation and 212 maintenance. This submittal should include all warranty information. Follow 213 UFGS 01 78 23 Operation and Maintenance data. 214

5.20.6. Facility Electronic Operations and Maintenance Support Information (eOMSI) – 215 Contractor shall submit 30 days prior to final acceptance eOMSIs following 216 information provided in UFGS 01 78 24.00 20 Facility eOMSI. PMI card can be 217 substituted for the eOMSI with the approval of the COR. 218

5.20.7. Product and Data Submittals. Contractor shall submit product data for 219 Government approval prior to purchase. 220

5.20.8. Utility locates by third party, see paragraph 14.2. 221 The approval or acceptance of submittals is not to be construed as a complete check, but 222 rather indicates only that the general method of construction, materials, detailing and 223 other information are satisfactory. Approval or acceptance will not relieve the 224 Contractor of the responsibility for any error, which may exist, as the Contractor is 225 responsible for dimensions, the design of adequate connections and details, and the 226 satisfactory construction of all work. 227

6. EXAMINATION OF SITE: Bidders shall visit the site, take their own measurements, 228 inspect the work area carefully and satisfy themselves as to the character and amount of 229 work to be done. The contractor shall report any discrepancy between the statement of 230 work and existing conditions prior to the commencement of work. 231

7. WORK RESTRICTIONS: The following work restrictions apply to this project: 232

7.1. Schedule hours: The work shall be so scheduled as to cause a minimum of interference 233 to the normal operations of the tenants. Work shall be accomplished between the hours 234 of 7:30 A.M. and 4:30 P.M., Monday through Friday. If the Contractor desires to work 235 on Saturday, Sunday, holidays, or outside of the Station’s regular hours, a request may 236 be submitted to the Contractors Officer’s Representative (COR) for approval. 237

7.2. Base Access: Base Access can be obtained through a base pass or participating in the 238 Defense Biometric Identification System (DBIDS) program. A DBIDS pass is required 239 for all prime contractor personnel. DBIDS form submitted to pass and tag requires 240 Driver’s license or valid state ID AND Social Security number. 241

7.2.1. DBIDS (Defense Biometric Identification System): DBIDS is a program in which 242 Contractor personnel who enroll and are approved, are subsequently granted access 243 to the installation for a period up to one year, or the length of the contract, 244 whichever is less. The Government performs background screening and 245 credentialing. Throughout the year, the Contractor employee must continue to 246 meet background-screening standards. Under the DBIDS program, no commercial 247 vehicle inspection is required, although vehicles may be subject to random 248 inspection. There is no cost to obtain DBIDS credentials. 249

7.2.2. Base Passes: Participation in the DBIDS is not mandatory for subcontractor 250 personnel or material delivery drivers. However, personnel who do not participate 251 in the DBIDS program will have to obtain a 30-day pass, may be subject to daily 252 mandatory vehicle inspection, and may have limited access to the installation. 253 There is a four-day lead-time required to obtain a 30-day pass. Only three 30-day 254 passes may be granted in any 12-month period for any one individual. After the 255 three 30-day passes have expired, the individual will not be granted base access 256 unless they participate in the DBIDS program. 257

7.3. APPLICABLE: (NASCC Proximity Use Only Badge): All contractor and 258 subcontractor personnel working on airfield or flight line shall obtain a proximity 259 badge. The proximity badge is no cost to the contractor and requires up to three days to 260 process. Once the individual’s application is processed, he/she shall proceed to the pass 261 and tag office to have the badge issued. Proximity badges are the property of the 262 Government and must be returned upon completion of the project. Final project 263 payment will not be made until all cards are returned. Proximity badges are required 264 before requesting issue of one of the airfield vehicle operator licenses listed in 265 paragraphs 7.4.1 and 7.4.2. 266

7.4. Airfield Vehicle Operators License: For projects located on the flight line or airfield, all 267 contractor / subcontractor personnel operating vehicles or equipment must obtain either 268 a Controlled Movement Areas (CMA), or Non-Movement Area (NMA) license. This 269 license is required to ensure that all drivers are familiar with the airfield, its safety rules, 270 and radio protocols when operating vehicles where aircraft are present. Proximity 271 badges must be presented to access the airfield and an airfield vehicle operator’s license 272 to drive on the apron and airfield areas. 273

7.4.1. CMA License - includes all runways, taxiways, and the perimeter road. To obtain a 274 CMA license, the operator must attend a one-hour class conducted on Thursdays, 275 pass a written test, and complete a practical driver portion. A CMA license enables 276 the driver the ability to drive on the entirety of the airfield. 277

7.4.2 NMA License - includes all parking aprons, hangars, and associated facilities (no 278 access beyond aprons). To obtain a NMA license, vehicle operators must attend a 279 one-hour class conducted on Tuesdays. 280

7.5. Material deliveries: Material delivery trucks do not necessarily require DBIDS passes, 281 flight line passes, or ramp passes. However, Government personnel must escort any 282 material delivery driver that does not have a DBIDS or base pass. Three (3) workings 283 days’ notice is require to properly planning for Government escort availability. Any 284 material delivery driver that delivering to the flight line or airfield must provide 285 advance notification. 286

7.6. Time-Sensitive Material Deliveries: Time-sensitive material deliveries such as asphalt 287 or concrete require pre-arrangement to ensure expedited access at the entrance gate. If 288 drivers do not possess a DBIDS pass, then pre-arrangement is required to ensure 289 expedited access at the entrance gate. Seven (7) calendar days’ notice is required for 290 pre-arranged expedited time-sensitive material deliveries. 291

8. PROTECTION OF EXISTING WORK: Existing work to remain shall be protected from 292 damage. Work damaged by the Contractor shall be repaired to original condition at no 293 additional cost to the Government. 294

9. NAS FIRE REGULATIONS: “Hot work” permits are issued to the Contractor by the Fire 295 Prevention Inspectors by calling 961-4151. Permits are issued on a daily basis. Permit 296 requests needs to be submitted no later than 24 hours before the work is to be performed. 297

Requests made later than 24 hours will be conducted based on inspectors’ availability. 298 “Hot work” includes all activities that produce a spark or flame (i.e. welding, cutting, 299 soldering/brazing, blowtorches, etc.). 300

10. CONTRACTOR QUALITY (QC) CONTROL: Provide a QC Manager at the work site to 301 implement and manage the QC program. The QC Manager must have a minimum of 2 302 years combined experience in the following positions: Project Superintendent, QC 303 Manager, Project Manager, Project Engineer or Construction Manager on similar or larger 304 size and type of construction contracts. The QC Manager must have completed the course 305 entitled "Construction Quality Management (CQM) for Contractors." If the QC Manager 306 does not have a current certification, they must obtain the CQM for Contractors course 307 certification within 90 days of award. The Naval Facilities Engineering Command and the 308 Army Corps of Engineers periodically offer this course. Contact the Contracting Officer 309 for information on the next scheduled class. 310 The QC Manager MAY be the same person as the superintendent. To combine this role, 312 based on the experience of the contractor and complexity of the project. 313

11. SAFETY REQUIREMENTS: The Contractor shall comply with the safety rules and 314 regulations to ensure compliance with applicable OSHA Regulations and U.S. Army 315 Corps of Engineers Safety and Health Manual EM 385-1-1. Per the EM 385-1-1, the 316 following submittals will be required before construction begins: 317

a. EMR/DART rates for subcontractors 318

b. Accident Prevention Plan 319

c. Activity Hazard Analysis 320

d. Qualifications of Site Safety Health Officer 321

e. Monthly man-hour report 322

The site safety health officer must have completed the 30 hours OSHA Safety Industry 323 Course. The quality control manager and site safety health officer may be the same 324 person as long as he/she meets the qualifications for the other position. 325

The SSHO MAY NOT be the same person as the QC Manager. To combine this role, 327 based on the experience of the contractor and complexity of the project. 328

The contractor shall report total man hours worked upon completion of the project, or at 329 the end of each calendar quarter, whichever comes first. 330

11.1. NOT APPLICABLE: Lock out/ Tag Out Policy: 331

a. Combination locks shall not be used for lockout; 332

b. No two (2) lockout devices (locks) shall be keyed alike; 333

c. No more than two (2) keys shall exist for any lock. The worker shall maintain one 334 key, and the supervisor shall maintain the other in a location readily accessible in the 335 event of an emergency; 336

d. Both lockout and tag-out devices shall indicate the identity of the employee applying 337 the device(s). Tag-out devices shall include the cognizant shop, the telephone 338 number where the employee can be reached during working hours, name of his/her 339 supervisor, date the device was applied, and the machine, equipment, or system 340 component that is de-energized. 341

12. NOT APPLICABLE: ASBESTOS AND LEAD: There is no known asbestos containing 342 material (ACM) and/or lead based paint on this project. If additional materials are 343 encountered, which may contain ACM and/or lead, DO NOT TOUCH THE MATERIAL. 344 IMMEDIATELY NOTIFY THE CONTRACTING OFFICER IN WRITING. If it is 345 determined that ACM and/lead are present and must be disturbed, the Contracting Officer 346 may direct a change accordingly. 347

12.1. NOT APPLICABLE: ASBESTOS AND LEAD: Contractor shall provide an 348 Asbestos Hazard Abatement Plan before commencing scope of work. A licensed 349 contractor must perform all required removal of regulated asbestos containing material. 350 Regulated asbestos containing material must be disposed of via NAVFAC 351 Environmental Services, which provides on-site hazardous and industrial waste pickup, 352 identification, storage and disposal service on a cost reimbursable basis (See paragraph 353

18.7 for additional details). 354

13. NOT APPLICABLE WEIGHT HANDLING EQUIPMENT (WHE): Also called Load 355 Handling Equipment (LHE) in the EM385-1-1. The provision of the and EM 385-1-1 356 apply to all civilian, military, and contractor personnel who operate weight handling 357 equipment and use crane related rigging gear on board Naval Air Station Corpus Christi. 358 Any equipment carrying a suspended load from a cable is considered weight-handling 359 equipment. Public Works Department Corpus Christi prior to use on the project must 360 inspect all weight handling equipment. A ten (10) day advance notice is required to 361 schedule the inspection. All crane operations must be also be approved by Air-Ops prior 362 to scheduling inspection. Upon arrival, the contractor shall present the following 363 documentation: 364

a. NAVFAC Certificate of Compliance Form 16-1 (EM-385) 366

b. ASN (Aeronautical Study No.) provided by the FAA. FAA can take up to 45 367 days to process the request, which can be filed through the FAA’s website. 368

c. Written authorization from Air-Ops stating crane has permission to operate during 369 requested date and time. 370

d. Crane certification (per ASME B30.5) 371

e. Operator’s qualification information (per ASME B.30.5 and EM385-1-1) 372

f. Operator’s medical card (per ASME B30. 5) 373

g. Rigging gear certification (per ASME B30.9 and ASME B30.26) 374

h. Lift Plan Form 16-2 (EM-385) 375

i. Operator’s daily check list (per crane manufacturer) 376

j. Critical Lift Plan form 16-3 (EM385-1-1) where lift exceeds 75% of rated 377 capacity, any blind lift, any lift with more than one crane, or any lift hoisting 378 personnel. 379

14. EXCAVATIONS AND OUTAGES: Any excavation greater than 6 inches below grade 380 requires an excavation permit. The contractor shall mark the site to be excavated in white 381 paint or white flags prior to applying for an excavation permit. After the utilities are 382 marked, the contractor is responsible to maintain the markings until all excavation is 383 complete. Any utility or HVAC outage affecting inhabited workspace, inhabited living 384 space, or exit from an inhabited workspace/living space requires an Outage Permit. For 385 Excavation and Outage, contact the government point of contact designated by the 386 Contracting Officer. 387

14.1. NOT APPLICABLE: Utility Location Verification: Physically verify underground 388 utility locations, including utility depth, by hand digging using wood or fiberglass-389 handled tools or hydro excavation when any adjacent construction work is expected to 390 come within three feet of the underground system. 391

14.2. NOT APPLICABLE: Third-party location of utilities: In addition to the procedures 392 outlined in paragraph 14. All underground utilities in the work area must be positively 393 identified by a third party, independent, private utility locating company. 394

14.3. NOT APPLICABLE: Excavation Dewatering: Contractor will submit a Dewatering 395 Plan for review prior to any excavation dewatering. The Plan will include a site map 396 and will indicate type of pumping system, planned duration, pump capacity, sediment 397 controls, and discharge point. Excavation dewatering requires, at a minimum. A 398 sediment filter bag. Appropriate sediment and turbidity controls will be maintained for 399 the duration of the discharge. 400

15. PRODUCTS: Products shall be new, manufacturer's standard products, and commonly 401 available from manufacturer's stock. 402

16. ORAL MODIFICATIONS: No oral statement of any person other than the Contracting 403 Officer or his/her representative, as provided in the contract clause entitled “Changes” 404 shall in any manner or degree modify or otherwise affect the terms of this contract. 405

17. SITE CLEANUP: Contractor must keep the project site clean and always kept free from 406 the accumulation of waste material and/or rubbish resulting from the work. Remove 407 combustibles daily, and upon completion of the work, remove all debris, tools, and other 408 surplus materials from the premises. 409

17.1. APPLICABLE: Airfield Foreign Object Debris (FOD) Cleanup Instruction: 410 Contractors will be required to maintain a FOD clean-up and education program for 411 contractors during airfield construction or airfield maintenance. Contracting agencies 412 and airfield maintenance personnel will be required to provide FOD control whenever 413 work is accomplished on or near the airfield. All maintenance and repair contracts shall 414 reflect the requirements for FOD control and/or prevention whenever a possibility of 415

FOD generating exists that could threaten aircraft operations. Contractors shall report 416 all deteriorated airfield surfaces such as cracks, separations, holes, and openings as 417 expeditiously as possible to the NASCC Public Works Department and the Contracting 418 Officer for the Public Works Department to reseal and repair all deteriorated airfield 419 surfaces. 420

18. ELECTRONIC CONSTRUCTION AND FACILITY SUPPORT CONTRACT 421

MANAGEMENT SYSTEM (eCMS): The contractor shall establish, maintain, and update 422 data and documentation in the eCMS throughout the duration of the contract. 423

18.1. Contract Administration: The contractors shall use the Electronic Construction 424 Management System (eCMS) for the transfer, sharing and management of electronic 425 technical submittals and documents. The web-based eCMS is the designated means of 426 transferring technical documents between the Contractor and the Government. Paper 427 media or e-mail submission, including originals or copies, of the documents identified 428 in Table 1 are not permitted, except where eCMS is unavailable, non-functional or 429 specifically requested in addition to electronic submission. When specifically requested 430 to provide documents outside of eCMS, upload all final project documentation (e.g. 431 documents that are signed and/or adjudicated by the Government) mentioned in Table 1 432 into the subject eCMS document management folders that are associated with that 433 document type. Include the identification number of the document, type of document; 434 the name/subject or title; and for daily reports the date (day of work) with format 435 YYYY/MM/DD in the filename. For example for RFI’s 0011_RFI_Roof_Leaking.doc; 436 For submittals 0032a_Submittals_Light_Fixture.pdf; For Daily Reports 437 0132_Daily_Report_20190504.xls. Contact the Contracting Officer's Representative 438 (COR) regarding availability of eCMS training and reference materials. 439

18.2. User Privileges: The Contractor will be provided access to eCMS. All technical 440 submittals and documents must be transmitted to the Government via the COR. Project 441 roles and system roles will be established to control each user's menu, application, and 442 software privileges, including the ability to create, edit, or delete objects. 443

18.3. System requirements: The eCMS requires a web-browser (platform-neutral) and 444 Internet connection. Obtain from an approved vendor an External Certification 445 Authority (ECA), Primary Key Infrastructure (PKI) certificate, or other similar digital 446 identification to support two-factor authentication and access to eCMS. Provide and 447 maintain computer hardware and software for the eCMS access throughout the duration 448 of the contract for all Contractor-designated users. Provide connectivity, speed, 449 bandwidth, and access to the Internet to ensure adequate functionality. Neither 450 upgrading of the Contractor's computer system nor delays associated from the usage of 451 the eCMS will be justification or grounds for a time extension or cost adjustment to the 452 Contract. 453

18.4. Contractor Personnel List: Within 20 calendar days of contract award, provide to the 454 Contracting Officer a list of Contractor's personnel who will have the responsibility for 455 the transfer, sharing and management of electronic design, technical submittals and 456 documents and will require access to the eCMS. Project personnel roles to be filled in 457 the eCMS include the Contractor's Project Manager, Designer of Record, 458 Superintendent, Quality Control (QC) Manager, and Site Safety and Health Officer 459 (SSHO). Personnel must be capable of electronic document management. Notify the 460 COR immediately of any personnel changes to the project. The Contracting Officer 461 reserves the right to perform a security check on all potential users. Provide the 462 following information: 463

a. First Name 465

b. Last Name 466

c. E-mail Address 467

d. Phone Number 468

e. Office Address 469

f. Project Role (e.g. Project Manager, QC Manager, Superintendent) 470

19. COMPLIANCE WITH ENVIRONMENTAL LAWS AND REGULATIONS: 471

Contractor shall comply with all applicable federal, state, and local environmental laws, 472 statutes, regulations, executive orders, permits, and installation regulations and policies. 473 Contractor shall immediately report any conflicts between applicable federal, state, local 474 environmental laws, statutes, executive orders, and any specifications within this contract 475 to the Government Representative and/or the Installation Environmental Program Director 476 (IEPD). In the event a regulatory agency assesses either a monetary or non-monetary fine 477 or penalty for Contractor’s noncompliance, the Contractor shall reimburse the government 478 for all associated cost. Ensure all hazardous material and waste is managed and disposed 479 of upon completion of the contract. Under NO, circumstances are hazardous materials and 480 waste to be abandoned or left unattended. The contractor shall bear the cost of any 481 analytical, disposal other costs incurred to manage abandoned or “unknown” waste. 482

19.1. When Applicable: When required by the Installation Environmental Program 483 Director, the contractor shall prepare and submit an Environmental Protection Plan 484 (EPP) to contracting officer for review and approval prior to beginning work under this 485 contract. The EPP must state contractor will comply with all applicable Federal, state 486 and local environmental regulations. Additionally, the EPP must address each of the 487 numbered requirements listed below. Any requirements not applicable to contract must 488 be so indicated as “Not applicable”. A copy of those document(s) and form(s) 489 specifically cited in below requirements must be included as appendices to the EPP. 490

Submit the Environmental Protection Plan in the following format and include the 491 elements specified below. 492

Description of the Environmental Protection Plan 493

(1) General overview and purpose 495

(a) A brief description of each specific plan required by environmental 497 permit or elsewhere in this contract. 498

(b) The duties and level of authority assigned to the person(s) on the job site 500 that oversee environmental compliance. 501

(c) A copy of any standard or project specific operating procedures that will 503 be used to effectively manage and protect the environment on the project 504 site. Communication and training procedures that will be used to 505 convey environmental management requirements to contractor 506 employees and subcontractors. Contractors involved with hazardous 507 waste management must successfully complete hazardous waste 508 training. Contractor shall provide NAS Corpus Christi Environmental 509 Hazardous Waste Program Manager with the following documents: (1) 510 The job title for each position related to hazardous waste management, 511 and the name of the employee filling each job; (2) A written job 512 description for each position listed in (1). This description must include 513 the requisite skill, education, or other qualifications, and duties of 514 employees assigned to each position; (3) A written description of the 515 type and amount of both introductory and continuing training that will 516 be given to each person filling a position listed in (1); (4) Records that 517 document the training or job experience required has been given to, and 518 completed by, personnel. These records will be retained in the 519 Environmental Department for three years from the date the employee 520 last worked at NASCC. 521

(d) Emergency contact information contact information (office phone 523 number, cell phone number, and e-mail address). 524

(2) General site information 526

19.2. Solid Waste Disposal: All waste must be tracked by NASCC whether directly disposed 527 in a landfill or recycled. Contractor shall recycle waste to the greatest extent feasible. 528 The solid waste tracking form is included as Attachment B, “SOLID WASTE 529 SUMMARY SHEET.” The contractor shall turn in this report at the conclusion of the 530 project. Interim reports are required on 30 SEP if the project continues into the next 531 fiscal year. 532

19.3. Hazardous Waste Disposal: Ensure all hazardous material and waste is managed and 533 disposed of upon completion of the contract. Under NO circumstances are hazardous 534 materials and waste to be abandoned or left unattended. The contractor shall bear the 535 cost of any analytical, disposal other costs incurred to manage abandoned or 536 “unknown” waste. Manifest must be provided, reviewed, and signed ONLY by NAVY 537 Environment (361) 961-3760 // 361-961-5858. 538

19.4. Non-Hazardous Waste Disposal: All nonhazardous waste must be classified at Class 1 539 or Class 2 waste. Class 2 waste must be characterized and documented. All 540 characterization must be submitted to NAVY Environment for approval. Manifest must 541 be provided, reviewed, and signed ONLY by NAVY Environment (361) 961-3760 // 542 361-961-5858. 543

19.5. Naval Air Station Corpus Christi must track all waste whether directly disposed in a 544 landfill or recycled. Contractor shall recycle waste to the greatest extent feasible. The 545 solid waste tracking form is included as Attachment C, “SOLID WASTE SUMMARY 546

SHEET.” The contractor shall turn in this report at the conclusion of the project. 547 Interim reports are required on 30 SEP if the project continues into the next fiscal year. 548

19.6. Prevention of Spills: The Contractor shall ensure secondary containment is in place any 549 time liquid materials are stored on-site in containers of 55 gallons or more and shall 550 provide his or her own spill response supplies and have them readily available at each 551 work site. NASCC’s Spill Response Poster should be posted on the safety board or near 552 the location where hazardous liquid materials will be used. 553

WHAT TO DO IN CASE OF A SPILL 555

STEP 1 - If Material spilled presents a potential for harm to human life, evacuate 557 the area immediately and skip steps 2 & 3. 558 STEP 2 - Shut off source of spill, if possible (if it can be done safely). 560 STEP 3 - Contain spill with proper absorbents in assigned spill kits. 562 STEP 4 - Report other than minor housekeeping spills to 911. Identify your 564 location as NAS Corpus Christi, with specific building number and street address. 565 Report all spills to PWD Environmental Department, no exception. Also have 566 proper spill kit on-site to handle the type of material or product and adequate 567 amount. 568 STEP 5 – Supervisor initiates spill report, NASCC spill emergency incident 570 response form and gives report to Public Works Environmental Division (Phone: 571 361-961-5355 / 361-961-5353) and the Government Representative. 572 Contractor shall reimburse the government for any expenses incurred because of 574 government assistance for cleanup of the spill/release event. At a minimum, train 575 oil-handling personnel in the operation and maintenance of equipment to prevent 576 discharges; discharge procedure protocols; applicable control laws, rules, and 577 regulations; general facility operations. 578

19.7. NOT APPLICABLE: Use of Temporary Fuel Tanks: For temporary oil or fuel tank 580 greater than 55 gallons, the contractor shall submit a Spill Prevention Control and 581 Countermeasures (SPCC) plan. The contractor must notify Public Works 582 Environmental Division 48 hours prior to bringing tank on site. Use of tanks must 583 comply with 40 CFR 112, NFPA 30 and 29 CFR 1910.106. Tanks must have all 584 equipment required by regulation properly installed and functional while in use. Tanks 585 must have secondary containment and adequate vehicle protection (i.e. jersey barriers). 586 Identify fuel/oil storage areas on site plans. 40 CFR 112.8 (c) (6) requires periodic 587 Monthly and Annual AST visual inspections to be performed and documented for all 588 in-service stationary above ground tanks on the facility and portable container with 55-589 gallon capacity or greater. Submit monthly tank and/or container inspections and 590 secondary container drainage log to the Public Works Environmental Division SPCC 591

Coordinator via the Contracting Officer and maintain compliance 40 CFR 112 training 592 requirements. The Contractor shall ensure all containers are kept closed, except when 593 adding or removing fuel/oil, that containers remain in good condition and are properly 594 labeled, and the fill ports are locked when not in use. Spill kits must be on-hand and 595 easily accessible for immediate spill response. During fueling operations, storm drains 596 within 25 feet of fuel tank must be covered with drain blocker to prevent fuel from 597 entering storm drain in the event of a spill. All tanks must be grounded. This includes 598 integral generator base tanks but does not include oil-filled operational equipment. 599

19.8. Wastewater Compliance/Sewage Releases and Spills: All discharges to the installation 600 wastewater collection system require prior written authorization to ensure that they do 601 not violate NAS Corpus Christi's TPDES discharge permit. All sanitary sewer overflow 602 events must be reported to the Government Representative immediately upon 603 discovery. 604

19.9. Environmental Compliance Assessment Tracking and Training System: The 605 Contractor's on-site project superintendent shall complete ECATTS training prior to 606 starting work. If personnel changes occur, ECATTS training must be completed within 607 14 days of assignment to the project. 608

ECATTS is available 24/7 on the Internet. SPCC and Stormwater are required for all 609 jobs dealing with these media and a refresher is required every year. EMS Awareness is 610 required for all base personnel including contractors and must be refreshed every 3 611 years. Contractors who perform work on more than one contract for the same 612 installation will not have to take the training each time they start a new project, unless 613 the refresher is due. ECATTS is available for use by all contractor and subcontractor 614 personnel associated with this project.” 615

ECATTS is available at: https://environmentaltraining.ecatts.com 616 Registration Password = navfac (case sensitive) 617 Sample registration instructions that can be provided to users are available from 618 ECATTS Customer Support. 619 EMS Awareness: NAS Corpus Christi must be completed, SPCC must be completed if 621 working with spill/POL material or hazards and SWPP trainings must be completed if 622 project includes Storm water hazards. 623

19.10. Regulated Waste Management: All hazardous wastes generated, as defined in 40 CFR 624 261, on Naval facilities, whether generated by contractor or federal personnel, remain 625 under the responsibility of NASCC, and must comply with the Environmental 626 Protection Agency, State of Texas, and Navy regulations. NASCC is a large quantity 627 generator of hazardous waste. Regulated waste is defined as (1) hazardous waste as 628 defined in EPA Regulations 40 CFR Part 261, (2) Universal Waste as defined in EPA 629 Regulations 40 CFR 273, and (3) Class 1 Industrial Waste as defined in Texas 630 Commission on Environmental Quality (TCEQ) Regulations/30 Texas Administrative 631 Code Part 335, and asbestos containing material. Contractor shall assign all waste 632 management responsibilities to a designated Environmental representative. Prior to 633 generating regulated waste, the contractor shall be assigned an area for waste 634 management activity, i.e. Satellite Accumulation Area or a <90-day Hazardous Waste 635 Accumulation Area. The contractor shall be subject to inspection of assigned area. 636

Where liquid regulated waste is to be stored, the Contractor shall provide appropriate 637 secondary containment and ensure containers are properly bonded and grounded when 638 required. Contractor shall be responsible for maintaining an appropriate spill response 639 kit at all times. All spills are reportable and shall be coordinated with the COR and the 640 Installation Environmental Program Director. 641

The contractor is required to use NAVFAC Environmental Services for regulated waste 642 disposal while performing work at NASCC. Environmental Services provides on-site 643 hazardous and industrial waste pickup, identification, storage and disposal service on a 644 cost reimbursable basis. Disposal costs for regulated waste are as follows: 645

Bulk Container (> 55 gallons) = $1.52/lb. 646

Non-Bulk Container (<= 55 gallons) = $2.49/lb. 647

A minimum of 14 calendar days’ lead-time is required for bulk container delivery. 648

19.11. Cultural/Archeological Resources: Cultural resources may include a range of historical 649 properties and associated responsibilities, such as buildings and structures, historic and 650 prehistoric districts, culture landscapes, archeological sites and collections, traditional 651 cultural properties, Indian sacred sites, and objects. 652

Archeological resources are material remains of past human life capable of contributing 653 to scientific or humanistic understanding of past human behavior, cultural adaption, and 654 related topics through application of scientific or scholarly techniques. 655

If any process during work encounters what may be associated with the above 656 described resources, notify the COR or the Environmental Division immediately. All 657 Cultural or Archeological artifacts are the property of the US Government and must be 658 declared and turned over to the appropriate personnel for safekeeping. Under no 659 circumstances may an artifact be removed from the site without prior approval. 660

19.12. NOT APPLICABLE: Pesticides and Herbicides Use Requirements: Contractor shall 661 submit the type, EPA Registration Number, quantity of regulated pesticides to be 662 applied, the application purpose, and location 10 working days prior to the initial 663 application. The Contractor shall submit the actual quantities applied by him or herself 664 on (DD1532 or equivalent to the Environmental Division, Pest Management Program 665 Manager and COR within 2 working days (48 hours) after each approved application. 666 The Contractor shall utilize Integrated Pest Management (IPM) technology and 667 procedures in strict compliance with all applicable Federal, State, and installation 668 regulations. Pesticide applicators shall be certified and licensed in accordance with the 669 State where work is being performed, or Department of Defense regulations. The 670

Contractor shall provide evidence of personnel licenses and certifications to the 671 Contracting Officer and the Installation Integrated Pest Management Coordinator prior 672 to the initial application of pesticides.

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