SABER SoW Technical Exhibit 10 - DAFB Technical Specifications Revised Feb 10.pdf

Technical Exhibit 10

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DYESS AFB TECHNICAL SPECIFICATIONS

DYESS AFB, TEXAS

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TABLE OF CONTENTS

SECTION PAGE

01000 - GENERAL REQUIREMENTS 11

01010 - SUMMARY OF WORK 28

01011 - SAFETY ENGINEERING AND MAINTENANCE 31

01012 - LIMITED/ABBREVIATED DESIGN WORK 37

01013 - COORDINATION OF WORK 38

01014 - MEASUREMENT AND PAYMENT 39

01015 - EQUAL EQUIPMENT 40

01016 - FINAL INSPECTION 41

01030 - WARRANTIES 42

01040 - CONTRACTORS OPERATIONS 44

01051 - DYESS AFB FLIGHTLINE RULES 45

01052 - DOWNTIME 48

01060 - DAMAGES TO GROUND AND UTILITIES 49

01300 - SUBMITTALS 50

01340 – RECORDS, INSTRUCTION MANUALS, AND TRAINING 53

01501 - ENVIRONMENTAL PROTECTION 54

01600 - MATERIAL EQUIPMENT 82

02012 - STANDARD PENETRATLON TESTS 85

02050 - DEMOLITION & ALTERATION 86

02075 - CONCRETE CORE DRILLING 93

02080 - ASBESTOS ABATEMENT 94

02110 - CLEARING AND GRUBBING 101

02210 - SITE GRADING 102

02220 - SITE EXCAVATION AND FILL 103

02221 - EXCAVATION, TRENCHING, AND BACKFILLING FOR UTILITIES SYSTEMS 104

02222 - EXCAVATION, FILLING, AND BACK FILLING FOR BUILDINGS 106

02223 - DRILLED PIERS AND BELLED FOOTINGS 109

02224 - PIPE SLEEVES FOR UTILITY LINES/JACKING AND BORING 113

02227 - FIELD TESTS 114

02240 - SOIL STABILIZATION - CRUSHED ROCK SUB GRADE 115

02243 - LIME STABILIZATION 116

02250 - SOIL STABILIZATION - VIBROFLOTATION 120

02251 - SOIL STERILIZATION 121

02252 - PORTLAND CEMENT STABILIZED MATERIALS 122

02270 - SEDIMENT CONTROL 127

02272 - GABIONS 128

02274 - RIPRAP 129

02285 - SOIL TREATMENT FOR SUBTERRANEAN TERMITE CONTROL 130

02511 - PORTLAND CEMENT CONCRETE OVERLAYS 133

02512 - STEEL REINFORCED PORTLAND CEMENT CONCRETE OVERLAYS 136

02513 - FIBROUS REINFORCED PORTLAND CEMENT CONCRETE OVERLAYS 139

02514 - ASPHALTIC CONCRETE OVERLAYS 142

02515 - CRUSHED STONE PAVING 143

02520 - PORTLAND CEMENT CONCRETE SIDEWALKS 145

02521 - ASPHALT CONCRETE SIDEWALKS 147

02522 - MISCELLANEOUS SIDEWALKS 150

02523 - PRECAST SIDEWALKS AND PAVERS 152

02525 - REINFORCED CONCRETE CURBS AND GUTTERS 154

02570 - PORTLAND CEMENT CONCRETE 156

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02576 - CRACK SEALING OF ASPHALT CONCRETE PAVEMENTS 157

02577 - PATCHING OF ASPHALT CONCRETE PAVEMENTS 159

02578 - SPRAY APPLICATIONS, SEAL COATS, AND SURFACE TREATMENTS 161

02579 - SLURRY SEALS 163

02580 - ASPHALT CURBS 165

02581 - COLD MILLING OF BITUMINOUS PAVEMENTS 166

02583 - COLD MIX RECYCLING 168

02584 - CENTRAL PLANT HOT-MIX RECYCLING 170

02590 - PAVEMENT MARKINGS 173

02606 - AGGREGATE BASE COURSE FOR ROADS, STREETS, AND PARKING LOTS 175

02608 - BITUMINOUS TACK COAT 177

02610 - BITUMINOUS PRIME COAT 178

02612 - BITUMINOUS INTERMEDIATE AND SURFACE COURSES FOR ROADS,

STREETS, PARKING LOTS, AND AIRFIELD

02644 - GRADED CRUSHED AGGREGATE BASE COURSE,FOR AIRFIELDS 184

02647 - JOINT SEALANT FOR AIRFIELD PAVEMENTS 191

02648 - PREFORMED ELASTOMERIC JOINT SEAL 193

02649 - CRACK REPAIR OF AIRFIELD CONCRETE PAVEMENTS 197

02650 - PORTLAND CEMENT CONCRETE PAVEMENT FOR AIRFIELDS 198

02652 - SPALL REPAIR OF AIRFIELD CONCRETE PAVEMENTS 219

02661 - WATER LINES 222

02665 - WATER RESERVOIRS AND TANKS 226

02666 - CHILLED WATER LINES 228

02672 - WATER WELLS 230

02685 - GAS DISTRIBUTION LINES 232

02710 - FOUNDATION DRAINAGE SYSTEMS 237

02712 - UNDERSLAB DRAINAGE 240

02720 - STORM DRAINAGE SYSTEM 243

02724 - FORCE MAINS AND INVERTED SIPHONS 248

02725 - SAND DRAINS 251

02726 - WASTEWATER COLLECTION 252

02728 - IGLOO AND SPECIAL EROSION CONTROL 255

02730 - SEWER LINE MANHOLES 257

02735 - SEWER LINE GROUTING 259

02737 - SEWER LINE CLEANING 261

02766 - SEWER LINE PIPE LINING 262

02774 - HOLDING LAGOONS 266

02830 - FENCES AND GATES 268

02831 - STEEL CHAIN LINK FENCING 270

02832 - METAL PRIVACY FENCING 272

02833 - WROUGHT IRON ROD AND BAR FENCING 275

02834 - PRE CAST CONCRETE AND MASONRY FENCING/SCREENS 276

02835 - PERMANENT WOOD FENCING 280

02836 - TEMPORARY FENCING 282

02837 - FARM TYPE WIRE FENCING 285

02840 - ELECTRICAL TRAFFIC CONTROL SIGNALS 288

02850 - TRAFFIC SIGNS 290

02860 - PLAYING FIELDS 295

02861 - RECREATIONAL FACILITIES 297

02921 - TOPSOIL 299

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02933 - SODDING, SEEDING, AND HYDROMULCHING 301

02940 - LANDSCAPE IRRIGATION SYSTEM 303

02950 - PLANTINGS 307

03000 - CONCRETE 313

03105 - CONCRETE FORMWORK 323

03205 - CONCRETE REINFORCEMENT 325

03255 - CONCRETE ACCESSORIES 327

03305 - CAST IN PLACE CONCRETE 329

03320 - CONCRETE TOPPING 331

03351 - EXPOSED AGGREGATE CONCRETE 332

03354 - FLEXURAL CONCRETE 334

03362 - SPECIALLY PLACED CONCRETE 335

03363 - SECOND POUR CONCRETE 336

03375 - CONCRETE CURING 337

03480 - MISCELLANEOUS PRECAST ITEMS 338

03510 - GYPSUM CONCRETE DECKS 340

03520 - INSULATING CONCRETE ROOF DECKS 341

03521 - PRECAST LIGHTWEIGHT ROOF SLABS 342

03605 - GROUT 343

03705 - CONCRETE RESTORATION AND CLEANING 344

03720 - BRIDGE PIERS, ABUTMENTS, AND ANCHORS 347

03730 - CONCRETE BRIDGE COMPONENTS 350

04202 - UNIT MASONRY 355

04205 - SCAFFOLDING TUBULAR STEEL 358

04210 - BRICKWORK 359

04215 - EXPOSED AGGREGATE SURFACE CONCRETE WALLS 362

04405 - STONEWORK 364

04505 - MASONRY RESTORATION 366

05120 - STRUCTURAL STEEL 370

05121 - STEEL BRIDGE COMPONENTS 372

05160 - STEEL TRUSSES 374

05205 - STEEL JOISTS 376

05305 - STEEL DECK 377

05501 - ANCHOR BOLTS AND EXPANSION ANCHORS 378

05510 - METAL STAIRS 379

05520 - PIPE AND TUBE RAILINGS 380

05530 - GRATING 381

05540 - CASTINGS 382

05550 - MISCELLANEOUS METAL BRIDGE COMPONENTS 383

05720 - ORNAMENTAL HANDRAIL AND RAILINGS 386

05730 - ORNAMENTAL SHEET METAL 388

05805 - EXPANSION CONTROL 390

05830 - BRIDGE EXPANSION DEVICES, BEARINGS, AND ANCHORS 391

06100 - ROUGH CARPENTRY 393

06111 - LIGHT WOODEN STRUCTURES FRAMING 397

06115 - SHEATHING, SIDING, AND SUBFLOORING 400

06135 - WOOD TRUSSES 404

06220 - MILLWORK 406

06410 - CABINETS 407

06420 - WOOD PANELING 409

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07110 - BITUMINOUS WATERPROOFING 410

07111 - BITUMINOUS MEMBRANE WATERPROOFING 411

07115 - PLASTIC SHEET WATERPROOFING 413

07120 - FLUID-APPLIED WATERPROOFING 414

07125 - METAL WATERPROOFING 417

07130 - BENTONITE CLAY WATERPROOFING 418

07160 - BITUMINOUS DAMPPROOFING 420

07170 - SILICONE DAMPPROOFING 421

07175 - WATER REPELLENT COATING DAMPPROOFING 422

07180 - CEMENTITIOUS DAMPPROOFING 423

07181 - HIGH IMPACT EXTERIOR INSULATION AND FINISH SYSTEM 424

07192 - BITUMINOUS VAPOR BARRIER FOR ROOFS 429

07193 - LAMINATED SHEET VAPOR BARRIER FOR ROOFS 431

07194 - POLYVINYL SHEET VAPOR BARRIER FOR ROOFS 432

07196 - BITUMINOUS VAPOR BARRIERS 433

07197 - LAMINATED SHEET VAPOR BARRIERS 434

07198 - PLASTIC SHEET VAPOR BARRIERS 435

07210 - BATT AND BLANKET BUILDING INSULATION 437

07211 - LOOSE OR GRANULAR FILL INSULATION 439

07212 - RIGID INSULATION 440

07213 - PERIMETER INSULATION 441

07215 - SPRAYED ON INSULATION 442

07223 - ROOF INSULATION AND UNDERLAYMENT - CELLULAR GLASS 443

07224 - ROOF INSULATION AND UNDERLAYMENT - MINERAL FIBER 444

07225 - ROOF INSULATION AND UNDERLAYMENT - COMPOSITE BOARD 445

07226 - ROOF INSULATION AND UNDERLAYMENT - EXPANDED PERLITE BOARD 446

07227 - ROOF INSULATION AND UNDERLAYMENT - FIBERBOARD 447

07256 - SPRAYED ON FIREPROOFING 448

07311 - ASPHALT FIBERGLASS SHINGLES 451

07313 - WOOD SHINGLES AND SHAKES 454

07322 - CONCRETE ROOFING TILES 455

07410 - PREFORMED ROOFING AND SIDING 457

07510 - BUILT UP ROOFING 461

07530 - SINGLE PLY ROOFING 466

07550 - INVERTED ROOF SYSTEMS 469

07572 - WOOD TRAFFIC TOPPING 472

07573 - COMPOSITION TRAFFIC TOPPING 474

07574 - PRECAST CONCRETE OR TILE TRAFFIC TOPPING 475

07605 - SHEET METAL 476

07705 - ROOF ACCESSORIES 481

07811 - PLASTIC SKYLIGHTS 484

07812 - METAL FRAMED SKYLIGHTS 486

07920 - CAULKING AND SEALANTS 488

08110 - STEEL DOORS AND FRAMES 490

08120 - ALUMINUM DOORS AND FRAMES 492

08210 - WOOD DOORS 494

08311 - ALUMINUM AND WOOD SLIDING GLASS DOORS 495

08312 - SLIDING FIRE DOORS - GENERAL 496

08330 - COILING (ROLLING) DOORS 498

08350 - FOLDING DOORS 501

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08353 - ACCORDION FOLDING DOORS 503

08355 - FLEXIBLE DOORS 504

08360 - OVERHEAD DOORS 506

08370 - ROLLING STEEL DOORS 508

08380 - SOUND RETARDANT DOORS 509

08386 - ALUMINUM SAFETY GLASS DOORS 510

08390 - SCREEN AND STORM DOORS 512

08412 - ENTRANCES 514

08470 - REVOLVING DOORS 515

08510 - STEEL AND BRONZE WINDOWS 516

08520 - THERMALLY IMPROVED ALUMINUM WINDOWS 518

08610 - WOOD WINDOWS 523

08710 - FINISH HARDWARE 525

08810 - GLASS AND GLAZING 533

08920 - ALUMINUM WINDOW WALLS/CURTAIN WALLS 537

09210 - PLASTER REPAIRS 539

09220 - STUCCO 541

09221 - EXTERIOR FINISH 545

09260 - GYPSUM WALLBOARD (DRY WALL) 550

09315 - TILE FLOORING 555

09320 - CERAMIC WALL TILE 559

09405 - TERRAZZO 561

09510 - ACOUSTICAL CEILINGS 564

09530 - ACOUSTICAL INSULATION AND BARRIERS 566

09535 - SOUND ABSORBING PANELS 567

09560 - WOOD STRIP FLOORING 568

09570 - WOOD PARQUET FLOORING 570

09596 - GYMNASIUM FLOORING 573

09598 - SOFTWOOD FLOORING 575

09655 - RESILIENT FLOORING 576

09658 - VINYL BASE 579

09670 - FLUID APPLIED RESILIENT FLOORING 580

09675 - CONDUCTIVE VINYL TILE FLOORING 581

09685 - CARPET 582

09710 - MAGNESIUM OXYCHLORIDE FLOORING 585

09720 - EPOXY FLOORING 586

09731 - CONDUCTIVE ELASTOMERIC LIQUID FLOORING 588

09740 - HEAVY DUTY CONCRETE FLOOR TOPPING 590

09741 - ARMORED FLOORING 591

09750 - BRICK FLOORING 592

09751 - LIGHT DUTY BRICK FLOORING 595

09791 - STANDARD FLOOR TREATMENT 597

09792 - FLOOR TREATMENT NON-SLIP COATINGS ON CONCRETE FLOORS 599

09793 - FLOOR TREATMENT - REFINISHING WOOD FLOORS 600

09901 - PAINTING, GENERAL 602

09942 - PAINTING OF WATER STORAGE TANK EXTERIOR SURFACES 613

09952 - WALL COVERINGS 615

09972 – INTERIOR COATING OF WELDED STEEL WATER TANKS 617

10155 - COMPARTMENTS AND CUBICLES FOR SHOWER AND TOILET ROOMS 637

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10160 - SOLID PLASTIC TOILET PARTITIONS/SCREENS/SHOWERS 641

10162 - METAL TOILET PARTITIONS 644

10275 - ACCESS AND PEDESTAL FLOORS 646

10351 - FLAGPOLES 647

10440 - SIGNAGE 648

10505 - METAL LOCKERS 650

10520 - FIRE EXTINGUISHERS, CABINETS, AND ACCESSORIES 652

10618 - SECURITY SCREENS/ROD AND BAR GRILLE WORK 653

10671 - METAL STORAGE SHELVING 654

10805 - TOILET ACCESSORIES 655

10900 - VENETIAN BLINDS 658

11239 - CHEMICAL BYPASS FEEDERS 659

11240 - CHEMICAL STORAGE EQUIPMENT 660

11255 - SOFTENING EQUIPMENT 661

11260 - CHLORINE CONTACT TANKS 662

11261 - DISINFECTING EQUIPMENT 663

11262 - GASEOUS CHEMICAL METERING EQUIPMENT 664

11304 - SEWAGE EJECTORS, SUBMERSIBLE 665

11452 - REFRIGERATORS 667

11453 - DISHWASHERS 668

11454 - GARBAGE DISPOSALS 669

11455 - RANGES AND OVENS 670

11456 - CLOTHES DRYERS 671

11457 - CLOTHES WASHERS 672

11460 - UNIT KITCHENS 673

11490 - GYMNASIUM EQUIPMENT 674

11499 - DEMOUNTABLE BLEACHERS (EXTERIOR) 675

13121 - PRE ENGINEERED STRUCTURES 676

13122 - PRE CAST CONCRETE UTILITY BUILDING 682

13125 - MODULAR VAULTS 684

13221 - WATER TREATMENT PLANT FILTERS 685

13222 - PRESSURE FILTERS 687

13227 - BACKWASH TANKS 688

13322 - FLOW MEASUREMENT DEVICES 689

14245 - PASSENGER ELEVATORS 690

14450 - VEHICULAR LIFTS 692

15000 - COMMON REQUIREMENTS FOR HEATING, VENTILATION, AND AIR

CONDITIONING

15010 - SUMMARY OF WORK FOR HEATING, VENTILATION, AND AIR

CONDITIONING

15021 - TESTING 700

15041 - STERILIZE WATER SYSTEM 701

15043 - TESTING AND BALANCING, HVAC SYSTEMS 702

15050 - BASIC MECHANICAL MATERIALS AND METHODS 704

15060 - PIPING 709

15080 - SPECIAL PIPING 713

15086 - VACUUM BREAKERS 714

15087 - SHOCK ABSORBERS 715

15090 - SUPPORTS ANCHORS AND SEALS 716

15100 - VALVES 721

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15110 - DUCTWORK 725

15112 - BACKFLOW DEVICES 728

15120 - PIPING ACCESSORIES 730

15133 - HVAC REFRIGERANT PIPING VALVES AND ACCESSORIES 733

15160 - PUMPS 735

15161 - VIBRATION ISOLATION 736

15251 - WATER PIPING SYSTEMS INSULATION 738

15253 - REFRIGERANT PIPING INSULATION 740

15261 - INSULATION FOR ABOVEGROUND PIPE 742

15262 - INSULATION FOR UNDERGROUND PIPE 743

15281 - BOILER FIREBOX INSULATION 744

15290 - DUCTWORK INSULATION 746

15300 - JP-8 FUEL HANDLING FACILITIES 747

15301 - FIRE PROTECTION SYSTEMS 758

15310 - SPECIFICATION FOR PETROLEUM TANK CLEANING 760

15350 - NATURAL GAS PIPING 768

15401 - INTERIOR PLUMBING 772

15451 - STEEL TANKS 778

15452 - PLASTIC TANKS 779

15475 - POOL EQUIPMENT 780

15481 - COMPRESSED AIR EQUIPMENT 781

15556 - FIRE TUBE BOILERS 783

15557 - WATER TUBE BOILERS 785

15558 - HIGH TEMPERATURE WATER BOILERS 787

15559 - CAST-IRON BOILERS AND FIREBOXES 788

15560 - CLEANING OF BOILERS 789

15571 - OIL-FIRED AND GAS-FIRED BURNERS FOR BOILERS 792

15573 - DRAFT CONTROL EQUIPMENT 793

15576 - BREECHING 794

15577 - STACKS 796

15580 - BOILER FEEDWATER EQUIPMENT 798

15581 - GAS METERS AND REGULATORS 799

15590 - FUEL HANDLING SYSTEMS 800

15610 - WARM AIR FURNACES 801

15621 - GAS UNIT HEATERS 803

15661 - AIR COOLED CONDENSING UNITS 805

15670 - CONDENSERS 806

15680 - REFRIGERANT EQUIPMENT 808

15683 - REFRIGERATION SPECIALTIES 809

15711 - NATURAL DRAFT COOLING TOWERS 810

15712 - FORCED DRAFT AND INDUCED DRAFT COOLING TOWERS 812

15751 - COILS 815

15760 - STEAM AND HOT WATER UNIT HEATERS 817

15765 - CLEANING OF HEAT EXCHANGERS 818

15781 - PACKAGED HEATING AND COOLING UNITS 819

15782 - PACKAGED HEAT PUMPS 820

15800 - HUMIDITY CONTROL EQUIPMENT 821

15840 - INDUCTION UNITS 822

15855 - AIR HANDLING UNITS 823

15860 - CENTRIFUGAL FANS 824

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15865 - AXIAL FLOW FANS 826

15871 - POWER ROOF VENTILATORS 827

15881 - DIFFUSERS AND REGISTERS 829

15886 - AIR CLEANING DEVICES 830

15890 - DUCTWORK AND ACCESSORIES 832

15915 - CONTROL AND FIRE DAMPERS 833

15920 - SOUND ATTENUATORS 834

15951 - CONTROL DEVICES FOR MECHANICAL EQUIPMENT 835

15972 - DIRECT DIGITAL CONTROL SYSTEM 836

15990 - TESTING AND BALANCING OF HVAC SYSTEMS 918

16050 - BASIC ELECTRICAL MATERIALS AND METHODS 919

16051 - WIRING SYSTEMS EQUIPMENT 932

16211 - MOTOR GENERATOR SETS 933

16310 - ELECTRICAL DISTRIBUTION SYSTEM SUBSTATION EQUIPMENT 934

16320 - TRANSFORMERS 936

16321 - ELECTRICAL DISTRIBUTION TRANSFORMERS 940

16350 - HIGH VOLTAGE DISCONNECTING DEVICES 943

16370 - OVERHEAD ELECTRICAL DISTRIBUTION SYSTEMS 944

16375 - UNDERGROUND ELECTRICAL DISTRIBUTION SYSTEMS 945

16390 - ELECTRICAL DISTRIBUTION SYSTEM GROUNDING 946

16415 - ELECTRICAL DISTRIBUTION SYSTEM VOLTAGE REGULATORS 947

16440 - INTERIOR LOW VOLTAGE DISCONNECTING DEVICES 948

16470 - PANELBOARDS AND LOAD CENTERS 949

16480 - ELECTRIC MOTORS 950

16501 - POLES FOR STREET AND AREA LIGHTING SYSTEMS 953

16502 - BALLASTS AND TRANSFORMERS 955

16503 - STREET AND AREA LIGHTING CONTROLS 956

16510 - LUMINAIRES 957

16640 - CATHODIC PROTECTION OF STEEL WATER TANKS 959

16641 - CATHODIC PROTECTION SYSTEM FOR UNDERGROUND UTILITIES 962

16670 - LIGHTNING ARRESTER 965

16721 - FIRE DETECTION AND ALARM SYSTEMS 966

16722 - FIRE ALARM REPORTING SYSTEM, RADIO TYPE 977

16780 - TELEPHONE PRE-WIRING 985

16870 - ELECTRIC UNIT HEATERS 998

16901 - CENTRAL MONITORING, CONTROL, AND INSTRUMENTATION 999

19120 - DEMOLITION 1001

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01000 - GENERAL REQUIREMENTS

1.0 WORKING HOURS: Working hours for the Contractor will normally be between the hours of 7:30 a.m. and 4:30 p.m. excluding Saturdays, Sundays, and Federal holidays. If the

Contractor desires to work during periods other than above, additional government inspection forces may be required. The Contractor must make his/her request to the Contracting Officer five (5) calendar days in advance of his/her intention to work during other periods to allow assignment of additional inspection forces. If such force is reasonably available, the

Contracting Officer may authorize the Contractor to perform work during periods other than normal duty hours/days.

2.0 EXCAVATION PERMITS/UTILITIES (CONTRACTOR IDENTIFIED): The contractor shall obtain excavation permits prior to any excavation. The SABER project monitor shall assist the contractor in obtaining the excavation permits. The excavation permit shall be created and processed on an AF Form 103. The contractor shall provide drawings and details showing exact location and description of the type of excavation to be accomplished.

2.1 IDENTIFICATION:

THE GOVERNMENT DOES NOT KNOW THE LOCATION OF UTILITIES IN

THE WORK AREA. Accordingly, the Contractor shall be SOLELY RESPONSIBLE for locating and marking the exact location of all existing utilities within the contract work area prior to any excavating, trenching, backfilling or disturbance. The Contractor is SOLELY RESPONSIBLE for any and all damage to existing utilities in the contract work area. Upon request by the Contractor, the Government shall furnish all available information in its possession concerning utilities in the contract work area. However, the accuracy of the information provided by the Government is not guaranteed and is only intended to provide some measure of assistance to the Contractor. The

Contractor shall call 7 CS/SCMO at 696-4391 a minimum of five (5) calendar days in advance to have underground communications cable routes marked. Base Civil Engineering does not have nor shall it provide record drawings of Bell Telephone cable plant. In the event the Contractor identifies utilities in the contract work area which interfere with the newly proposed construction, the Contracting Officer shall be immediately notified and the Government shall take necessary corrective action at no cost to the Contractor. The Contractor shall furnish to the Contracting

Officer as-built drawings clearly identifying the exact location of all utilities identified in the work area prior to project final inspection.

2.1.1 Contractor must initiate a Work Clearance Request AF Form 103 (digging permit) from 7 CES/ CECC a minimum of seven (7) calendar days prior to the start of any construction work. Excavation is not authorized without issuance of a completed and approved AF Form 103.

After initial issue, it is the Contractor's responsibility to keep the Work Clearance Request coordinated and up-to-date/current through the remainder of the contract.

2.1.2 Any removal/relocation/reconnection of any communication device shall be coordinated in advance with 7 CS/SCMO at 696-4391. Any removal/relocation/reconnection of any Cable TV device shall be also be coordinated in advance with 7 CS/SCMO (ask for the NCOIC of Cable TV) at 696-2400. Communications and Cable TV devices to remain shall be protected as required when work proximity dictates.

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2.1.3 Any removal/relocation/reconnection of any fire protection device or intrusion detection systems shall be coordinated in advance with 7 CES/CEOFE at 696-5184.

2.1.4 The locating and marking devices utilized by the contractor for existing utilities or proposed work shall be 2‖ wooden stakes with multicolored whiskers 4‖ to 6‖ in length.

2.2. INTERRUPTIONS:

2.2.1. Planned Utility Outages: The Contractor shall coordinate all requests for utility outages with the Contracting Officer in writing fourteen (14) calendar days prior to date of requested outage. Water, gas, steam, sewer and electrical outages shall be held to a maximum duration of 2 hours unless otherwise approved in writing. See Contractor Request for Utility

Outage included at the end of this section.

2.2.2. Unplanned Utility Outages (Accidental Disruption of Utilities): In the event of accidental disruption of any utility, the Contractor shall immediately notify the Contracting officer of the unplanned outage. The Contractor shall immediately take every reasonable step to repair the damage in a manner acceptable to the Government and will restore the utility to full use as soon as practicable. If the Contractor so desires, and the Government agrees, the

Government may complete necessary repairs to the damaged utility and withhold from payments due to the Contractor the necessary amount to defray all costs associated with the repair of the utility.

2.3 USE: All reasonable quantities of existing utilities will be made available to the

Contractor without charge. Any temporary connections or lines required shall be installed, maintained, and removed at the Contractor's expense. Any damage associated with the use of these utilities shall be repaired and/or replaced in a manner satisfactory to the Contracting Officer at

Contractor's expense. See Contractor Request for Use of Dyess AFB Fire Hydrants included at the end of this section.

3.0 STREET CLOSING:

3.1 One lane of traffic shall be maintained at all times unless otherwise approved in writing by the Contracting Officer.

3.2 Contractor shall provide 14-day advance written notice to Contracting Officer prior to any street closures to insure that Fire Department and Emergency personnel are notified.

3.3 The final street repair shall be completed within 14 days after the start of any street demolition for utility crossings or other purposes. Any part of the street returned to service prior to final repair shall be maintained smooth with hot-mix cold-lay surface course.

(Special note to Designers: IAW 05 May 97 HQ ACC/CE policy; trenching and excavation of pavements will be curtailed to the maximum extent possible. The recommended method for utility installations crossing streets, sidewalks, curbs, or gutters is trenchless boring or jacking.

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Excavations must be kept to an absolute minimum and used in those rare cases; such as repair of existing utility lines and solid obstructions, which preclude the use of boring technology. A separate special spec section is normally required for jacking and boring.

4.0 SAFETY AND HEALTH:

4.1 All Contractor operations shall be conducted and performed in accordance with

Department of Labor, OSHA requirements found in 29 CFR 1910 and 29 CFR 1926, project identified national standards, military manuals, instructions, pamphlets, standards and handbooks, and with the Corps of Engineers (COE) Safety Manual 385-1-1 dated 03 Sep 96.

4.2 All companies who conduct business within the state of Texas must, in accordance with Texas Workman Compensation laws (Texas House Bill 62), have an approved company safety policy and an Accident Prevention Plan. The plan, approved by the Texas Workman

Compensation Commission (TWCC), shall be submitted For Information Only (FIO) in accordance with paragraph SUBMITTAL REQUIREMENTS. In addition to meeting the

TWCC requirements; the plan must also include the requirements of COE Safety Manual

385-1-1.

4.3 All holes/pits/trenches/manway openings, etc, that are to be left open shall be surrounded with a 48 inch high mesh fence with highly visible orange plastic coating. The fence shall be securely anchored with tension wires and posts as required to prevent sagging and located a minimum of 3 feet from the opening so as to prevent an individual, should they fall across the fencing, from falling into the opening. Holes shall also be covered, when not being worked in, with three quarter inch plywood or a metal grating that will prevent small children from entering the hole.

4.4 Radiation Permits and Authorizations: Contractors contemplating the use of devices containing radioactive materials (i.e., soil moisture/density probes) or non-ionizing radiation producing equipment (radio frequency radiation emitters or lasers) while performing work on this contract must obtain written authorization/permit from the Dyess AFB Radiation

Safety Officer (RSO), 7 ADOS/SGGB. To obtain the required authorization permit, an application to bring a radioactive device on Dyess AFB must be forwarded to 7 ADOS/SGGB, 697 Hospital Road, Dyess AFB, TX 79607-1367 (this is mailing address, physical address is

880 Third St.) or (915)696-2325/3289, at least 45 days prior to the anticipated use. Without the proper authorization, Contractors will not be allowed to bring these devices on base. Also, Contractor shall provide Bioenvironmental Engineering (7 ADOS/SGGB) a copy of contractor’s radioactive materials permit and training certificates, if radioactive material will be brought onto Dyess AFB.

4.5 Confined Space Entry: All operations involving entry into confined spaces shall meet the requirements of OSHA 29 CFR 1910.146, AFOSH Std 91-25, and specifically the following:

a. All entry supervisors, attendees, and confined space entrants shall have been properly trained in the safety hazards, proper use of Personal Protective Equipment (PPE), entry procedures, and self-rescue. Records of this training must be readily available.

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b. Entry supervisors shall maintain a Master Entry Plan (MEP) consisting of:

(1) Descriptions of confined spaces to be entered including location, classification, and acceptable entry conditions

(2) Designation of authorized entry supervisors, entrants, and attendees

(3) Identification of the types of tasks to be performed in the confined space, including duration

(4) Procedures for entry, and emergency rescue

(5) Identification of Personal Protective Equipment (PPE), communication equipment, rescue equipment, and monitoring equipment; conditions under which they will be used; and verification of condition of equipment

(6) Designation of frequency and type of atmospheric monitoring

(7) Designation of controls required (e.g., lockout/tagout, ventilation, etc.)

(8) Procedures for communication during confined space operations

c. All confined spaces shall be tested by a qualified person using a properly calibrated monitor for percent oxygen, lower explosive limit (LEL), and toxicity each time before entry and periodically during operations that have the potential to alter atmospheric conditions.

Supervisors shall contact 7 BW/SEG when these or any other entry conditions are not consistent with the MEP.

d. Additionally, special considerations may apply such as speed limits in MFH, vehicles with catalytic converters operating within 50' of aircraft, work being performed in explosives clear zones, equipment disposition in the Munitions Storage Area (MSA) during and after work hours, etc. For airfield construction the contractor should reference "Airfield Safety

Precautions," DFARS 252.236-7005 and ―Dyess AFB - Flightline Rules‖.

5.0 SUBMITTALS: Submittals shall be required on all materials and equipment under each task order or as indicated by the Contracting Officer. Each submittal shall include information as described in the technical specifications, the work narrative, as shown on the drawings, or as indicated on AF Form 66, as applicable.

5.1 The required submittal shall be identified before the issuance of each task order and shall be submitted in accordance with the submittal schedule as indicated on AF Form 66.

5.2 Submittals will accompany the contractor's proposal on each project. Once an item of material or equipment has been approved, the government can waive the requirement to re-submit with the following exception: If, at any time during the duration of this contract, the contractor desires to change materials from those originally approved, his new materials shall be resubmitted to and approved by the Contracting Officer prior to incorporation into the project.

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5.3 Where a submittal cannot be provided within the required submission date, Contractor shall submit in writing a letter stating the reasons why and furnishing a new projected submission date.

5.4 Submittals Required for Material Finish and Color: The Contractor shall provide one set of color boards/sample books/sample boxes (as applicable) and applicable literature for each product proposed for use under this contract. This would include but not be limited to carpet (cut pile and level loop), vinyl tile, rubber base, quarry/ceramic tile (wall and floor), sheet vinyl, hardwood, paint, vinyl wall covering, plastic laminate, blinds, and toilet partitions. The boards/books/samples shall represent the full product range that is standard with the manufacturer, typical with the industry and in compliance with the specifications and UPB.

Upon approval of these boards/books/samples the Contractor will be required to furnish an additional four complete sets (total of five counting first package) to the Government. These boards and samples will be used by the Government to prepare coordinated color approval packages for each applicable project. In the event a material or item is required by the work narrative that is not already approved, the Contractor will be required to furnish a submittal and appropriate sample board for the item. The Contractor will be required to update the five sets of color submittals as required by supplier/subcontractor changes at no additional cost to the

Government.

5.5 General Submittals: The contractor may make ―General Submittals‖ for items that they will be using throughout the contract not associated with a specific project for approval and future project referencing. All general submittals including manufacture cut-sheets, illustrations, specifications and material samples (carpet, ceramic tile, floor tile, boards, chips, books, etc.)

shall become property of the Government and compiled into a Master Submittal List. Once an item of material or equipment has been approved as a general submittal, the Contractor will not be required to resubmit a submittal but he/she must submit AF Form 3000 showing the general submittal # and date that the material or equipment was previously approved.

5.6 Variations/Deviations/Departures from the Contract Documents: Contractor proposed variations, deviations or departures from the contract requirements shall be noted/marked in red on each copy of the submittal data and shall be provided with a letter attachment to the AF Form 3000 summarizing the proposed variation, deviation, or departure.

Variations, deviations, or departures shall contain sufficient information to permit complete evaluation. Additional sheets may be used to fully explain why a variation, deviation, or departure is requested. The Government reserves the right to disapprove or rescind inadvertent approval of submittals containing unnoted/unmarked/not-clearly-defined variations, deviations or departures.

6.0 DISPOSITION OF WASTE AND EXCESS MATERIALS:

6.1 The title to all waste, excess, scrap, and salvage materials generated as a direct result of this contract is vested in the Contractor - unless specifically designated for turn-in to the Government. Further (unless specifically listed as an exceptions), these materials shall be

TE-10 Page 16 of 1003 disposed of off the Base by the Contractor in accordance with all applicable Federal, State, and

Local Regulations.

6.2 Dumping/cleaning out of concrete trucks on Dyess AFB is prohibited. Concrete truck chutes only may be rinsed at the construction site. Wastewater and concrete from this rinse shall be collected in a high density polyethylene (HDPE) plastic-lined pit excavated by the contractor at the site. At the end of pouring operation, the contractor shall excavate all the waste and liner and properly dispose of same. The pit shall be completely backfilled and the site restored to original conditions.

6.3 The contractor shall turn in all materials specifically designated for turn-in to the

Government to a location at Dyess AFB, as designated by the Contracting Officer. The contractor shall obtain a receipt form the government employee responsible for receiving the returned equipment or material as evidence of compliance. A copy of the receipt(s) shall be submitted to the Contracting Officer prior to final inspection of the project.

6.4 The contractor shall at all times keep the construction site and storage area(s) free from accumulation of waste, rubbish, or construction debris. All loose or light weight materials shall be secured to prevent blowing or scattering. The burning of trash or construction debris is strictly prohibited on Dyess AFB. Prior to final inspection, the contractor shall remove all construction debris, tools, equipment, and materials not the property of the Government. Upon completion of the work, the contractor shall leave the work site and storage area(s) in a clean, neat and workmanlike condition satisfactory to the Contracting Officer.

7.0 SABER CONTRACTOR OFFICE AND STORAGE: There are no Government furnished covered or secure storage areas. The contractor has the option of either leasing facilities at an off-base location (within a 30 mile maximum radius) for use as a Saber Contractor

Storage/Shop Facility or building a new facility on Dyess AFB. Contractor shall at the minimum provide an office on Dyess AFB.

7.1 An on base area of reasonable and necessary size will be provided for the

Contractor's Office. Also for Contractor's Storage/Shop if so desired.

7.1.1 New facilities put on the base must meet the following criteria:

a. The Government implies no responsibility for lost or stolen materials, equipment, or tools; the security of which rests solely with contractor.

b. All required utilities shall be brought into the building by the Contractor from existing mains and lines. Electric and natural gas utilities will be metered. All reasonable quantities of existing utilities will be made available to the Contractor without charge.

c. The facilities shall be painted or pre-finished to exactly match existing base color scheme.

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d. Contractor shall keep his Office/Storage/Shop as well as any work/staging areas clean, neat and orderly and will keep grass mowed to a maximum height of 4 inches. Due to high winds in West Texas, contractor shall take every precaution to preclude trash from blowing off site.

e. Fencing used by the Contractor to delineate constructor sites shall be securely anchored with tension wires and posts as required to prevent sagging and an unsightly appearance. Fencing shall be maintained by the Contractor in this manner throughout the life of the contract.

7.2 Field offices, storage facilities or staging areas are not permitted in the Military

Family Housing area. Contractor operated/owned vehicles, equipment, tools, toilet facilities as well as building materials, waste, rubbish or construction debris shall not remain on site overnight in the Military Family Housing area. All Contractor operated/owned vehicles, equipment, tools, etc., shall be stored as prescribed in paragraph STORAGE FACILITIES.

Applicable traffic control signage where required by the contract may remain overnight in the

Military Family Housing area.

8.0 UTILITIES SERVICE: The Government will provide utilities (electricity, gas and water) if available to the construction sites. Required utilities shall be brought into the construction site by the Contractor from existing mains and lines. All reasonable quantities of existing utilities will be made available to the Contractor without charge. No utilities will be provided by the Government at the Contractor open storage area.

9.0 SECURITY REQUIREMENTS:

Dyess AFB security may be viewed as being one of three broad levels, the level in effect being dependent on the location or AREA of Dyess AFB in question.

a. The lowest level of security exists in GENERAL ACCESS AREAS. These AREAS are all of Dyess AFB outside of the "USAF Controlled" and "USAF Restricted" AREAS.

b. USAF controlled access AREAS are the mid-level security AREAS. Presence within the CONTROLLED ACCESS AREA is by authorization; however, the movement of authorized personnel in and out of these AREAS is generally not impeded. Contractor personnel are given access to these AREAS.

c. The third and highest level of security on Dyess AFB is that within the USAF

RESTRICTED AREAS. These AREAS are further subdivided to be known as Protection Level

1, 2 or 3 AREAS.

9.1 Referencing the above, the work on this contract could be in all of the aforementioned areas.

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9.2 Requests for changes to the work schedule for work in USAF restricted areas, must be submitted a minimum of 7 calendar days in advance for approval and coordination of Dyess

AFB Security Forces.

9.3 Dyess Air Force Base is a closed base. All personnel entering must have specific permission of the installation commander for entry. This permission is granted when a

Contractor employee is issued an identification card. Information necessary to obtain identification cards will be provided by the Contracting Officer at the pre-performance conference. The Contractor shall be responsible to ensure that all of its employees obtain, and keep on their person at all times while working on the base, a USAF identification card. Upon completion of the work or termination of an employee, the Contractor shall be responsible for turn in of identification cards no longer needed to the Contracting Officer or to the Pass and

Registration Office of the Security Forces. Failure to turn in badges will result in last payment of payroll to be withheld and revocation of any future badges issued by Pass and Registration

Office to the employee and the contractor.

9.3.1 DYESS FORM 173: The Contractor shall supply a list of employees in three copies on the Dyess AFB Form Letter 173. All three (3) copies of the completed list must be reviewed and approved by the Contracting Officer. After review and approval, those listed personnel being authorized entry to Dyess AFB shall proceed to 417 Third St., Room 128, Pass and Registration for issuance of their Contractor Employee Identification card. The contractor or his designated representative must sign each copy of the list.

a. Effective 1 Nov 04, a completed signed original Dyess Form 173 (Mar 04) must be delivered to Pass & ID by 0900 on the duty day prior to the desired day of entry onto Dyess

AFB. The Visitor Control Center will no longer issue temporary passes to contractor personnel unless they have already been previously identified on an executed Dyess Form 173.

b. All information on the Dyess Form 173 must be typed and the authorizing signature must be in blue or black ink.

c. Personal information provided on the Dyess Form 173 will be cross-referenced against state and federal criminal databases to identify those individuals possessing outstanding warrants. Those individuals with outstanding warrants will be detained at the Visitor Control

Center on the desired day of entry, and turned over to Abilene Police Department.

d. If any errors are noted on the form, the approving authority (individual on the 577) can make ink changes in red ink. All changes have to be initialed by the approval authority.

(Effective Date: Immediately)

e. All individuals with Dyess Form 173’s will still continue to be processed via the

Texas Law Enforcement Terminal System (TLETS—police wants/warrants check). Once it is determined the individual is cleared from any wants or warrants, a copy of the Dyess Form 173 will be placed at the Tye Gate entry point. The Tye Gate Guard will use this form as an Entry

Authority List (EAL) allowing contractors onto the installation. The contractor will then be able to go to the Gate directly (not the Visitor Control Center (VCC) or Arnold Gate) and verify

TE-10 Page 19 of 1003 if their Dyess Form 173 is there. Should their Dyess Form 173 not be there, they will be directed to the VCC for issuance of an AF Form 75. At this time someone will physically have to meet them there to sponsor them onto the installation. (Reasons why the form would not be at the guard shack would be erroneous driver’s license number, erroneous information, warrant, or identified as illegal alien). (Effective Date: Immediately)

f. Should their Dyess Form 173 be at the Tye Gate entry point, the contractor will be told to proceed directly to the Pass and Registration Section for the 7 SFS Contractor Badge issue. The Pass Section will have the original Dyess Form 173. Once a badge is obtained, they need only show the badge at the installation gate for entry onto the installation. Please note that neither the Security Forces Control Center nor the Tye Gate Guards will check the Dyess Form

173 for errors. This is the responsibility of the Pass and Registration Section. (Effective Date:

Immediately)

g. The Dyess Form 173 will be maintained at the Tye Gate entry point for 48 hours (two business days). After the specified time has expired, it will be destroyed. Should the contractor not process through Tye Gate in that 48 hour period, the contractor will require someone to physically vouch them on base to get a one day pass at the VCC so they may proceed to the

Pass and Registration office for their badge. The hold period for these forms at the gate can and will be extended should rain days occur or through prior coordination with any affected agency.

(Effective Date: Immediately)

9.3.1.1. Names must be listed alphabetically on each form. The following information must be listed for each individual, directly opposite his name: Date of Birth, Weight, Height, Color of Hair, Color of Eyes, Social Security Number, Current Address, Drivers License

Number (if none, so state), Employer's Company Name, Employer's Company Address and phone number, start and termination date of contract, and sponsor's name, organization, phone.

9.3.1.2. Changes to the list must be submitted as they occur. Additions must meet the same requirements as the original list. For deletions, only the name of the individual and a reference to the date and contract number of the original list is needed. Contractors must ensure that the pass for any individual deleted from the list is returned to the Pass and Registration

Section. If the pass cannot be returned; a letter, signed by the Contractor, shall be submitted stating that the pass could not be retrieved including an explanation why. The list shall be updated quarterly omitting all previously deleted names.

9.3.1.3. The Dyess AFB Form Letter 173

a. Is subject to the privacy act of 1974, Authority: 10 U.S.C. 8012 and 5 U.S.C.

552a(b)(7).

b. Principle purposes: To provide the 7th Security Forces Squadron, and other authorized agencies, with a listing of personnel authorized access to Dyess Air Force Base, Texas as Contractors or Contractor employees.

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c. Routine Uses: To verify the identity of personnel entering Dyess AFB as

Contractors.

d. Disclosure is Mandatory: Failure to provide the information and Social Security

Number (SSN) could result in denied access to the Dyess AFB installation.

9.3.2 TRUSTED AGENT LETTER FOR DAY LABOR REQUESTS:

9.3.2.1. Purpose of Letter: To provide sponsoring authority to specific contractor individuals as identified by their sponsoring agency (7 CONS, Army Corp of Engineers, etc) to sponsor day laborers on for one day periods. (Effective Date: Immediately)

9.3.2.3 The Letter Process:

a. The sponsoring agency, in coordination with their contractor, will identify contractor individuals that require sponsoring/vouching authority. This authority is given to the contractor for the purpose of sponsoring day laborers/job site personnel sub-contracted as a result of an unexpected or new requirement not previously identified in the current contract. This authority will not be given to contractors for convenience only, but should be limited to the smallest group of manager or foreman contractor personnel needed to complete their assigned contract.

It is the responsibility of the sponsoring agency to ensure the Trusted Agent Letter remains current. Additionally, all reasonable actions should occur to prevent use of this process when a known laborer/sub-contractor was required well in advance of the day labor/sub-contractor request. (Effective Date: Immediately) b, The sponsoring agency will provide this letter to the Pass and Registration Section who will maintain it on file. A copy of the letter will be posted by the Pass and Registration

Section at the Visitor Control Center as a reference to verify which contractor personnel have sponsoring/vouching authority. (Effective Date: Immediately)

9.3.2.4 The Process to get Day Labors/Job Site Personnel Sub-Contracted onto the

Installation:

a. The contractor individuals identified in the Trusted Agent Letter will provide a typed or hand-written form (form will be provided by the 7 SFS) with all individuals they will sponsor onto the installation to the VCC Guard. The VCC Guard will verify the identity of all individuals on the form by checking the information against a valid State/Federal Identification card. The VCC Guard will randomly check a percentage of the individuals via the TLETS.

Should any individual not possess a valid identification card, they will be turned away at the

VCC and entry to the installation denied. Pen and ink changes can be made to the form, but all information must be validated by the guard before the contractor will be allowed to proceed onto the installation with the sponsored individuals. No AF Form 75/Visitor Pass will be issued to any individual who is sponsored by the Trusted Agent Contractor, unless the sponsored individual will be driving a vehicle onto the installation. Trusted Agent Contractors are encouraged to consolidate all sponsored individuals into the smallest number of vehicles as possible to avoid the issuance of multiple AF Forms 75. Should an AF Form 75 be issued, the

TE-10 Page 21 of 1003 driver will be required to produce a valid driver’s license, current insurance card, and current registration for the vehicle being operated. Once on the installation, the Trusted Agent

Contractor will be responsible for the actions of the sponsored individuals. Should an incident occur with a sponsored guest, and negligence be proven on the part of the Trusted Agent

Contractor, their vouching/sponsoring authority will be revoked. The Trusted Agent Letter can be adjusted to add and delete names of Trusted Agent Contractors as needed, as long as the provisions of this paragraph are followed. Although the 7 SFS form is used in lieu of the AF

Form 75, it carries the same authority and responsibilities. Additionally, the 7 SFS Form will expire at 0001 daily or at the end of the contractor duty day, whichever occurs first. At no time will the Trusted Agent Contractor depart the installation and leave any of his/her sponsored individuals with another contractor that does not have the same vouching/sponsoring privileges.

(Effective Date: 15 Dec 04)

b. All contractors must attend a contractor briefing given to the contractors by Pass and

Registration who will provide a more detailed explanation regarding contractor badges and their uses. Pass and Registration reserves the right to not issue a contractor badge due to erroneous information or failure to disclose information on the Dyess Form 173. Any derogatory information received from the background check will result in the non-issuance of the contractor badge.

c. The Dyess AFB Form Letter 173 is subject to the privacy act of 1974, Authority: 10

U.S.C. 8012 and 5 U.S.C. 552a(b)(7).

d. Principle purposes: To provide the 7th Security Forces Squadron, and other authorized agencies, with a listing of personnel authorized access to Dyess Air Force Base, Texas as Contractors or Contractor employees.

e. Routine Uses: To verify the identity of personnel entering Dyess AFB as

Contractors.

f. Disclosure is Mandatory: Failure to provide the information and Social Security

Number (SSN) could result in denied access to the Dyess AFB installation.

9.4 (APPLICABLE TO RESTRICTED OR FLIGHTLINE CONTROLLED AREAS

ONLY:)

Contractor shall be required to enclose his contract work area, storage area and employee parking area with 3/8" yellow nylon rope. This rope fence will be supported by fastening it to the top of temporary posts or structures. The posts/structures will be 3 ft (+10%) high. The post/structures spacing and rope tautness will be such that the rope will be no closer that 2 1/2 ft above the walking surface. This fence may be omitted where existing structures bound the contract work area. The intent of this requirement is that all personnel (Contractors', Air Force, and visitors) will know the authorized boundary of each Contractor's area and thereby minimize unauthorized movement, and to help promote safety.

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10.0 IDENTIFICATION OF CONTRACTOR VEHICLES: Contractor vehicles must be marked on each side with company name with either permanent or semi-permanent/magnetic signage.

11.0 SABER CONTRACTOR PERSONNEL:

11.1 Project Manager: The Contractor shall provide (at the minimum) a project manager who shall be responsible for the performance of work. The Project Manager or his designated alternates shall be physically present (excluding holidays) between 0730-1630 Monday-Friday at all times when there are delivery orders/SOW's issued and in working progress. The designated alternates shall be fully qualified in all aspects of this position, and shall have full supervisory authority during the absence of the project manager. The project manager or alternates shall be responsible for management and coordination of the contract and shall be the point of contact with the government contracting officer. The Contractor shall notify the Contracting Officer, in writing, 10 days prior to the contract start date of the names of the project manager and his/her designated alternates.

11.1.1. The project manager and alternate(s) must be able to read, write, speak, and understand English.

11.1.2. The project manager and alternate(s) shall each have a minimum of 5 years experience including all phases of work stated herein. Of this at least 2 years must be in a supervisory capacity.

11.1.3. The project manager or alternate shall be available during normal duty hours to meet with government personnel designated by the Contracting Officer to discuss problem areas or areas of concern.

11.2 Other Personnel. The Contractor shall furnish a qualified project manager to direct personnel and to accomplish all work required. The Contractor shall not employ either military or civilian personnel who are employees of the United States government unless such persons seek and receive approval in accordance with AFR 30-30 for military and AFR 40-735 for civilians and is not a member of the Civil Engineers and/or Contracting Squadrons.

11.3 Military Personnel. The Contractor is cautioned because off-duty active military and civilian personnel hired under this contract may be subject to permanent change of station

(PCS), change in duty hours, exercises, or deployment. Military Reservists may be subject to recall to active duty. The abrupt absence of these personnel could adversely affect the

Contractor's ability to perform. Their absence at any time shall not constitute an excuse for non-performance under this contract.

11.4 Contractor Security Requirements: Security clearances for accomplishing requirements of this contract in restricted/controlled areas is a must.