NHANG_Bldg_253_Specifications_4.9.15.pdf

KC-46A ADAL

FUEL CELL,

BUILDING 253

PEASE AIR NATIONAL GUARD BASE

PROJECT NO. SZCQ139901

April 9, 2015

PREPARED FOR

UNITED STATES PROPERTY AND FISCAL OFFICER

NEW HAMPSHIRE NATIONAL GUARD

CONCORD NH 03301

NEW HAMPSHIRE AIR NATIONAL GUARD

HEADQUARTERS 157TH AIR REFUELING WING

PEASE AIR NATIONAL GUARD BASE, NEW HAMPSHIRE

NEW HAMPSHIRE AIR NATIONAL GUARD HEADQUARTERS 157TH REFUELING WING

KC-46A ADAL FUEL CELL, BUILDING 253 PROJECT NO. SZCQ139901

PROJECT APPROVALS 000001 - 1

NEW HAMPSHIRE AIR NATIONAL GUARD

157TH CIVIL ENGINEER SQUADRON

302 NEWMARKET STREET - PEASE ANGB - NH 03803-0157

PROJECT APPROVAL SHEET

OFFICE APPROVAL SIGNATURE DATE

Base Commander

Base Civil Engineer

Contracting

Customer

Anti-Terrorism

Bio Environmental

Communications

Environmental

Fire Prevention

Information Protection

Real Property

Safety

Security Forces

ACT Representative

State Supervisor

Resource Protection

Electronic Security System

KC-46A ADAL FUEL CELL, BUILDING 253 PROJECT NO. SZCQ139901

TABLE OF CONTENTS 000110 - 1

TABLE OF CONTENTS

CONTENTS

DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS

00 00 00 COVER PAGE

00 00 01 PROJECT APPROVALS

00 00 10 SPECIFICATION SEALS

00 01 10 TABLE OF CONTENTS

00 01 15 CONTRACT DRAWINGS AND SPECIFICATIONS

00 22 13 SUPPLEMENTARY INSTRUCTIONS TO OFFERORS

DIVISION 01 - GENERAL REQUIREMENTS

01 00 10 GENERAL ERRATA

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 20 00 PRICE AND PAYMENT PROCEDURES

01 26 63 CHANGE ORDERS

01 29 73 SCHEDULE OF VALUES

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 31 19 PROJECT MEETINGS

01 32 01 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 13 SPECIAL PROJECT PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 35 40 ENVIRONMENTAL MANAGEMENT

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00 CONTRACTOR QUALITY CONTROL

01 45 35 SPECIAL INSPECTIONS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 73 29 CUTTING AND PATCHING

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 77 19 CLOSEOUT REQUIREMENTS

01 78 23 OPERATION AND MAINTENANCE DATA

01 78 36 WARRANTIES

01 78 39 PROJECT RECORD DOCUMENTS

01 81 33 SUSTAINABLE DESIGN REQUIREMENTS

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

02 81 00 HAZARDOUS AND REGULATED MATERIAL REMOVAL AND

DISPOSAL

02 82 00 ASBESTOS ABATEMENT

02 83 19 LEAD SAFE WORK PRACTICES

KC-46A ADAL FUEL CELL, BUILDING 253 PROJECT NO. SZCQ139901

TABLE OF CONTENTS 000110 - 2

DIVISION 03 – CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

DIVISION 04 - MASONRY

04 20 00 MASONRY

DIVISION 05 – METALS

05 12 00 STRUCTURAL STEEL FRAMING

05 31 00 STEEL DECKING

05 40 00 COLD-FORMED METAL FRAMING

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 51 33 METAL LADDERS

05 52 00 METAL RAILINGS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 41 16.00 10 LAMINATE CLAD ARCHITECTURAL CASEWORK

06 61 16 SOLID POLYMER (SOLID SURFACING) FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 11 13 BITUMINOUS DAMPPROOFING

07 21 16 MINERAL FIBER BLANKET INSULATION

07 21 19 FOAMED-IN-PLACE INSULATION

07 22 00 ROOF AND DECK INSULATION (BID OPTION 1)

07 25 00 WEATHER BARRIERS

07 42 13 METAL WALL PANELS

07 42 63 FABRICATED WALL PANEL ASSEMBLIES

07 60 00 FLASHING AND SHEET METAL

07 61 14.00 20 STEEL STANDING SEAM ROOFING

07 83 00 FABRIC DRAFT CURTAIN

07 84 00 FIRESTOPPING

07 91 00 PREFORMED JOINT SEALS

07 92 00 JOINT SEALANTS

DIVISION 08 – OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 34 16.20 VERTICAL LIFT FABRIC DOORS

08 36 13 SECTIONAL OVERHEAD DOORS

08 45 23 INSULATED TRANSLUCENT FIBERGLASS WALL PANEL ASSEMBLIES

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

08 91 00 METAL WALL LOUVERS

KC-46A ADAL FUEL CELL, BUILDING 253 PROJECT NO. SZCQ139901

TABLE OF CONTENTS 000110 - 3

DIVISION 09 – FINISHES

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 30 00 CERAMIC TILE

09 51 00 ACOUSTICAL CEILINGS

09 51 01 SEALED CEILINGS

09 67 23.13 STANDARD RESINOUS FLOORING

09 67 23.15 FUEL RESISTIVE RESINOUS FLOORING, 3-COAT SYSTEM

09 90 00 PAINTS AND COATINGS

09 97 13.00 40 STEEL COATINGS

DIVISION 10 – SPECIALTIES

10 14 00.20 INTERIOR SIGNAGE

10 21 13 TOILET COMPARTMENTS

10 26 13 CORNER GUARDS

10 28 13 TOILET ACCESSORIES

10 44 16 FIRE EXTINGUISHERS

10 51 13 METAL LOCKERS

DIVISION 11 – EQUIPMENT

11 24 29 RIGID TROLLEY BEAM RAIL FALL PROTECTION SYSTEM

DIVISION 12 – FURNISHINGS

12 93 00 SITE FURNISHINGS

DIVISION 21 - FIRE SUPPRESSION

21 13 00 FIRE SUPRESSION SPRINKLER SYSTEM

21 13 40 HEF FOAM FIRE PROTECTION

21 30 00 FIRE PUMPS

DIVISION 22 – PLUMBING

22 05 13 COMMON MOTOR REQUIREMENTS FOR PLUMBING EQUIPMENT

22 05 16 EXPANSION FITTINGS AND LOOPS FOR PLUMBING PIPING

22 05 17 SLEEVES AND SLEEVE SEALS FOR PLUMBING PIPING

22 05 18 ESCUTCHEONS FOR PLUMBING PIPING

22 05 19 METERS AND GAGES FOR PLUMBING PIPING

22 05 23.12 BALL VALVES FOR PLUMBING PIPING

22 05 23.14 CHECK VALVES FOR PLUMBING PIPING

22 05 23.15 GATE VALVES FOR PLUMBING PIPING

22 05 29 HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT

22 05 48 VIBRATION AND SEISMIC CONTROLS FOR PLUMBING PIPING AND

EQUIPMENT

22 05 53 IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT

KC-46A ADAL FUEL CELL, BUILDING 253 PROJECT NO. SZCQ139901

TABLE OF CONTENTS 000110 - 4

22 07 16 PLUMBING EQUIPMENT INSULATION

22 07 19 PLUMBING PIPING INSULATION

22 11 13 FACILITY WATER DISTRIBUTION PIPING

22 11 16 DOMESTIC WATER PIPING

22 11 19 DOMESTIC WATER PIPING SPECIALTIES

22 11 23.13 DOMESTIC-WATER PACKAGED BOOSTER PUMPS

22 13 13 FACILITY SANITARY SEWERS

22 13 16 SANITARY WASTE AND VENT PIPING

22 13 19 SANITARY WASTE PIPING SPECIALTIES

22 15 13 GENERAL-SERVICE COMPRESSED-AIR PIPING

22 15 19 GENERAL-SERVICE PACKAGED AIR COMPRESSORS AND RECEIVERS

22 33 00 ELECTRIC, DOMESTIC-WATER HEATERS

22 34 00 FUEL-FIRED, DOMESTIC-WATER HEATERS

22 42 13.13 COMMERCIAL WATER CLOSETS

22 42 13.16 COMMERCIAL URINALS

22 42 16.13 COMMERCIAL LAVATORIES

22 42 16.16 COMMERCIAL SINKS

22 42 23 COMMERCIAL SHOWERS

22 45 00 EMERGENCY PLUMBING FIXTURES

22 47 13 DRINKING FOUNTAINS

22 61 13 BREATHING COMPRESSED-AIR PIPING

DIVISION 23 - HEATING, VENTILATING, AND AIR-CONDITIONING (HVAC)

23 05 13 COMMON MOTOR REQUIREMENTS FOR HVAC EQUIPMENT

23 05 16 EXPANSION FITTINGS AND LOOPS FOR HVAC PIPING

23 05 17 SLEEVES AND SLEEVE SEALS FOR HVAC PIPING

23 05 18 ESCUTCHEONS FOR HVAC PIPING

23 05 19 METERS AND GAGES FOR HVAC PIPING

23 05 23.11 GLOBE VALVES FOR HVAC PIPING

23 05 23.12 BALL VALVES FOR HVAC PIPING

23 05 23.13 BUTTERFLY VALVES FOR HVAC PIPING

23 05 23.14 CHECK VALVES FOR HVAC PIPING

23 05 23.15 GATE VALVES FOR HVAC PIPING

23 05 23.16 PLUG VALVES FOR HVAC PIPING

23 05 29 HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT

23 05 48 VIBRATION AND SEISMIC CONTROLS FOR HVAC

23 05 53 IDENTIFICATION FOR HVAC PIPING AND EQUIPMENT

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 13 DUCT INSULATION

23 07 19 HVAC PIPING INSULATION

23 08 00 COMMISSIONING OF HVAC

23 11 23 FACILITY NATURAL-GAS PIPING

23 21 13 HYDRONIC PIPING

23 21 16 HYDRONIC PIPING SPECIALTIES

23 21 23 HYDRONIC PUMPS

23 23 00 REFRIGERANT PIPING

23 31 13 METAL DUCTS

23 33 00 AIR DUCT ACCESSORIES

KC-46A ADAL FUEL CELL, BUILDING 253 PROJECT NO. SZCQ139901

TABLE OF CONTENTS 000110 - 5

23 34 17 CEILING MOUNT CIRCULATION FANS

23 34 23 HVAC POWER VENTILATORS

23 36 00 AIR TERMINAL UNITS

23 37 13 DIFFUSERS, REGISTERS, AND GRILLES

23 37 23 HVAC GRAVITY VENTILATORS

23 52 16 CONDENSING BOILERS

23 55 23.13 LOW-INTENSITY, GAS-FIRED, RADIANT HEATERS

23 63 13 AIR-COOLED REFRIGERANT CONDENSERS

23 73 13 MODULAR INDOOR CENTRAL-STATION AIR-HANDLING UNITS

23 81 27 SPLIT-SYSTEM VRF AIR-CONDITIONERS

23 83 16 RADIANT-HEATING HYDRONIC PIPING

DIVISION 25 – INTEGRATED AUTOMATION

25 90 00 BUILDING MANAGEMENT SYSTEM (BMS)

DIVISION 26 – ELECTRICAL

26 05 19 LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES

26 05 26 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS

26 05 29 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS

26 05 33 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS

26 05 36 CABLE TRAYS FOR ELECTRICAL SYSTEMS

26 05 43 UNDERGROUND DUCTS AND RACEWAYS FOR ELECTRICAL

SYSTEMS

26 05 44 SLEEVES AND SLEEVE SEALS FOR ELECTRICAL RACEWAYS AND

CABLING

26 05 48.16 SEISMIC CONTROLS FOR ELECTRICAL SYSTEMS

26 05 53 IDENTIFICATION FOR ELECTRICAL SYSTEMS

26 09 23 LIGHTING CONTROL DEVICES

26 12 19 PAD-MOUNTED, LIQUID-FILLED, MEDIUM-VOLTAGE

TRANSFORMERS

26 24 16 PANELBOARDS

26 27 26 WIRING DEVICES

26 28 16 ENCLOSED SWITCHES AND CIRCUIT BREAKERS

26 29 23 VARIABLE-FREQUENCY MOTOR CONTROLLERS

26 35 43 400 HZ SOLID STATE FREQUENCY CONVERTER

26 36 00 TRANSFER SWITCHES

26 41 13 LIGHTNING PROTECTION FOR STRUCTURES

26 51 16 FLUORESCENT INTERIOR LIGHTING

26 51 19 LED INTERIOR LIGHTING

26 52 19 EMERGENCY AND EXIT LIGHTING

26 56 13 LIGHTING POLES AND STANDARDS

26 56 19 EXTERIOR LIGHTING

DIVISION 27 – COMMUNICATIONS

27 05 26 GROUNDING AND BONDING FOR COMMUNICATIONS SYSTEMS

27 05 28 PATHWAYS FOR COMMUNICATIONS SYSTEMS

KC-46A ADAL FUEL CELL, BUILDING 253 PROJECT NO. SZCQ139901

TABLE OF CONTENTS 000110 - 6

27 05 36 CABLE TRAYS FOR COMMUNICATIONS SYSTEMS

27 05 44 SLEEVES AND SLEEVE SEALS FOR COMMUNICATIONS PATHWAYS

AND CABLING

27 15 00 COMMUNICATIONS HORIZONTAL CABLING

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 05 26 GROUNDING AND BONDING FOR ELECTRONIC SAFETY AND

SECURITY

28 16 00 INTRUSION DETECTION

28 31 00 FIRE ALARM AND MASS NOTIFICATION SYSTEM

DIVISION 31 – EARTHWORK

31 10 00 SITE CLEARING

31 20 00 EARTH MOVING

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 12 16 ASPHALT PAVING

32 13 11 CONCRETE PAVEMENT FOR AIRFIELDS AND OTHER HEAVY-DUTY

PAVEMENTS

32 13 73 CONCRETE PAVING JOINT SEALANTS

32 92 00 TURF AND GRASSES

DIVISION 33 – UTILITIES

33 41 00 STORM UTILITY DRAINAGE PIPING

END OF TABLE OF CONTENTS

KC-46A ADAL FUEL CELL, BUILDING 253 PROJECT NO. SZCQ139901

CONTRACT DRAWINGS AND SPECIFICATIONS 000115 - 1

SECTION 00 01 15 – CONTRACT DRAWINGS AND SPECIFICATIONS

PART 1 - GENERAL

1.1 CONTRACT DRAWINGS AND SPECIFICATIONS (Ref. DFARS 252.236-7001 AUG 2000)

A. The Government will provide to the Contractor, without charge, one set of contract drawings and specifications, except publications incorporated into the technical provisions by reference, in electronic or paper media as chosen by the Contracting Officer.

B. The Contractor shall—

1. Check all drawings furnished immediately upon receipt;

2. Compare all drawings and verify the figures before laying out the work;

3. Promptly notify the Contracting Officer of any discrepancies;

4. Be responsible for any errors that might have been avoided by complying with this paragraph (B); and

5. Reproduce and print contract drawings and specifications as needed.

C. In general--

1. Large-scale drawings shall govern small-scale drawings; and

2. The Contractor shall follow figures marked on drawings in preference to scale measurements.

D. Omissions from the drawings or specifications or the misdescription of details of work that are manifestly necessary to carry out the intent of the drawings and specifications, or that are customarily performed, shall not relieve the Contractor from performing such omitted or misdescribed details of the work. The Contractor shall perform such details as if fully and correctly set forth and described in the drawings and specifications.

E. The work shall conform to the specifications and the contract drawings identified on the following index of drawings:

Title Drawing No.

Cover Sheet G-000 Index of Drawings – Sheet 1 of 3 G-001 Index of Drawings – Sheet 2 of 3 G-002 Index of Drawings – Sheet 3 of 3 G-003 Civil Legend, Notes, and Abbreviations C-001 Existing Conditions Site Plan C-101 Demolition Site Plan C-102 Site Plan C-103 Site Grading and Drainage Plan C-104 Site Utility Plan C-105 Demolition Site Plan – Bid Option #2 Parking Lot C-106 Site Plan – Bid Option #2 Parking Lot C-107

KC-46A ADAL FUEL CELL, BUILDING 253 PROJECT NO. SZCQ139901

CONTRACT DRAWINGS AND SPECIFICATIONS 000115 - 2

Title Drawing No.

Grading and Drainage Site Plan – Bid Option #2 Parking Lot C-108 Utility Site Plan – Bid Option #4 Parking Lot Site Lighting C-109 Site Layout and Grading Plan C-401 Site Details C-501 Site Details C-502 Site Details C-503 Site Details C-504 Site Details C-505 Site Details C-506 Site Details C-507 Landscape Plan L-101 Landscape Plan – Bid Option #2 Parking Lot L-102 Soil Boring Logs B-101 Soil Boring Logs & Test Pits B-102 Floor Slab/Foundation Demolition Plan SD-101 Existing Fall Protection Demolition Plan SD-102 Existing HEF Generator Support Demolition Plan SD-103 Existing Demolition Details SD-501 Structural Notes and Legend – Sheet 1 of 2 S-001 Structural Notes and Legend – Sheet 2 of 2 S-002 Roof Component Wind Pressure Diagram S-003 Floor Slab Plan S-101 Enlarged Floor Slab Plan – Sheet 1 of 2 S-102 Enlarged Floor Slab Plan – Sheet 2 of 2 S-103 Tail Dock Foundation Plan S-104 Tail Dock Bottom Chord Plan S-105 Tail Dock Top Chord Plan S-106 Vertical Lift Fabric Door Support Framing Plan S-107 Support Area Foundation Plan S-108 Composite Shop Foundation Plan S-109 Downspout Support Foundation Plan S-110 Support Area Framing Plan S-111 Composite Shop Framing Plan S-112 Endwall Bracing – Grids 1 and 7 S-301 Interior Sway Bracing – Grids 2 and 6 S-302 Interior Sway Bracing – Grids 3 and 6 S-303 Interior Sway Bracing – Grid 4 S-304 Interior Sway Bracing at Intermediate Grids S-305 Truss Section - Grid B S-306 Truss Section - Grid C S-307 Truss Section - Grid D S-308 Truss Section - Grid E S-309

KC-46A ADAL FUEL CELL, BUILDING 253 PROJECT NO. SZCQ139901

CONTRACT DRAWINGS AND SPECIFICATIONS 000115 - 3

Title Drawing No.

Truss Section - Grid F S-310 Truss Section - Grid G S-311 Truss Section - Grid H S-312 Truss Section - Grid J S-313 Support Area Sections S-314 Composite Shop Sections S-315 Tail Dock Foundation Details – Sheet 1 of 4 S-501 Tail Dock Foundation Details – Sheet 2 of 4 S-502 Tail Dock Foundation Details – Sheet 3 of 4 S-503 Tail Dock Foundation Details – Sheet 4 of 4 S-504 Endwall Connection Details – Sheet 1 of 2 S-505 Endwall Connection Details – Sheet 2 of 2 S-506 Sway Bracing Connection Details – Sheet 1 of 2 S-507 Sway Bracing Connection Details – Sheet 2 of 2 S-508 Truss Section Connection Details – Sheet 1 of 2 S-509 Truss Section Connection Details – Sheet 2 of 2 S-510 Horizontal Bracing Connection Details – Sheet 1 of 2 S-511 Horizontal Bracing Connection Details – Sheet 2 of 2 S-511A Typical Tail Dock Connection Details S-512 Vertical Lift Fabric Door Details – Sheet 1 of 2 S-513 Vertical Lift Fabric Door Details – Sheet 2 of 2 S-514 Door Girt Post and Jamb Post Connection Details S-515 Tail Dock Wall Opening Framing Details S-516 Roof Deck and Floor Deck Details S-517 Typical Slab Details – Sheet 1 of 3 S-518 Typical Slab Details – Sheet 2 of 3 S-519 Typical Slab Details – Sheet 3 of 3 S-519A Typical CMU Wall Details – Sheet 1 of 3 S-520 Typical CMU Wall Details – Sheet 2 of 3 S-521 Typical CMU Wall Details – Sheet 3 of 3 S-522 Gutter and Downspout Connection Details S-523 Miscellaneous Details S-524 Support Area and Composite Shop Details – Sheet 1 of 2 S-525 Support Area and Composite Shop Details – Sheet 2 of 2 S-526 Existing Truss Modification – Sheet 1 of 3 SE-501 Existing Truss Modification – Sheet 2 of 3 SE-502 Existing Truss Modification – Sheet 3 of 3 SE-503 Bid Option 1 – Existing Roofing Replacement Partial Roof Plan and Detail SE-504 Existing Shed Modification SE-505 Composite Shop Framing Around Doors at Existing Steel Framing – Sheet

SE-506

KC-46A ADAL FUEL CELL, BUILDING 253 PROJECT NO. SZCQ139901

CONTRACT DRAWINGS AND SPECIFICATIONS 000115 - 4

Title Drawing No.

Composite Shop Framing Around Doors at Existing Steel Framing – Sheet

SE-507

Fire Suppression Framing Plan and Sections SF-101 Loads at Endwall Bracing – Grids 1 and 7 SL-301 Loads at Interior Sway Bracing – Grids 2 and 6 SL-302 Loads at Interior Sway Bracing – Grids 3 and 5 SL-303 Loads at Interior Sway Bracing – Grid 4 SL-304 Loads at Interior Sway Bracing at Intermediate Grids SL-305 Loads at Truss Section – Grid B SL-306 Loads at Truss Section – Grid C SL-307 Loads at Truss Section – Grid D SL-308 Loads at Truss Section – Grid E SL-309 Loads at Truss Section – Grid F SL-310 Loads at Truss Section – Grid G SL-311 Loads at Truss Section – Grid H SL-312 Loads at Truss Section – Grid J SL-313 Fall Protection Plan SP-101 Fuselage Fall Protection Section Wing Fall Protection Support Framing Section

SP-301

SP-302

Demolition General Notes AD-001 Overall Demolition Plans AD-101 Demolition Plans AD-102 Demolition Elevations AD-201 Legend, Schedules, & General Notes AE-001 Partitions/Wall Types AE-002 Overall Floor Plan AE-101 Enlarged Plan AE-102 Enlarged Plan AE-103 Enlarged Plan AE-104 Enlarged Plan AE-105 Enlarged Plan AE-106 Overall Reflected Ceiling Plan AE-120 Reflected Ceiling Plans AE-121 Roof Plan Base Bid AE-130 Roof Plan Bid Option 1 AE-131 Building Elevations AE-201 Building Elevations AE-202 Building Section AE-301 Building Section AE-302 Building Section AE-303 Wall Sections AE-304 Wall Sections AE-305

KC-46A ADAL FUEL CELL, BUILDING 253 PROJECT NO. SZCQ139901

CONTRACT DRAWINGS AND SPECIFICATIONS 000115 - 5

Title Drawing No.

Wall Sections AE-306 Wall Sections AE-307 Plan Details AE-501 Section Details AE-502 Section Details AE-503 Roof Details AE-504 Hangar Door Details AE-505 Door Details AE-506 Door Details AE-507 Window Elevations and Details AE-510 Details AE-511 Finish Material List AF-001 Room Finish Schedule AF-601 Door Schedule and Elevations AF-602 ABA Interior Elevations AI-201 Interior Elevations AI-202 Interior Elevations AI-203 Millwork Details AI-501 Life Safety Plan LS-101 Overall Signage Plan IG-101 Enlarged Signage Plan IG-102 Enlarged Shop Signage Plan IG-103 Enlarged Tail Dock Signage Plan IG-104 Sign Types IG-501 Sign Schedule IG-601 Hangar Striping Plan IN-101 Fire Suppression Demolition – Retention Plan FPD-101 Fire Suppression Enlarged Demolition – Retention Plan FPD-301 Fire Pump Room Demolition – Retention Plan FPD-401 Fire Suppression Plan FP-101 Fire Suppression Zoning Plan FP-102 Fire Pump Room Sections FP-301 Fire Pump Room Enlarged Plan FP-401 Fire Alarm Demolition – Retention Plan FAD-101 Fire Alarm and Mass Notification Lower Plan FA-101 Fire Alarm and Mass Notification Upper Plan FA-102 Fire Alarm and Mass Notification Riser FA-201 Fire Alarm and Mass Notification Input/Output Panel Matrix FA-202 Foam System Control Input/Output Matrix FA-203 Plumbing Legend and Notes P-001 Plumbing Pressure Piping North Floor Plan P-101 Plumbing Pressure Piping South Floor Plan P-102

KC-46A ADAL FUEL CELL, BUILDING 253 PROJECT NO. SZCQ139901

CONTRACT DRAWINGS AND SPECIFICATIONS 000115 - 6

Title Drawing No.

Plumbing Sanitary Sewer North Floor Plan P-103 Plumbing Sanitary Sewer South Floor Plan P-104 Plumbing Enlarged Plans P-401 Plumbing Enlarged Plans P-402 Plumbing Enlarged Plans P-403 Plumbing Enlarged Plans P-404 Plumbing Details P-501 Plumbing Details P-502 Plumbing Details P-503 Plumbing Details P-504 Plumbing Schedules P-601 Domestic Water Riser Diagram P-901 High Pressure Water Riser Diagram P-902 Compressed Air Riser Diagram P-903 Breathing Air Riser Diagram P-904 Sanitary Sewer Riser Diagram P-905 Gas Piping Riser Diagram P-906 Mechanical Legend and Notes M-001 Mechanical HVAC Demolition Floor Plan MD-101 Mechanical Mezzanine Demolition Plan MD-102 Overall Mechanical HVAC Floor Plan M-100 Mechanical HVAC Concrete Deck Plan M-101 Mechanical HVAC North East First Floor Plan M-102 Mechanical HVAC North West Floor Plan M-103 Mechanical HVAC South Floor Plan M-104 Mechanical Piping East Concrete Deck Plan M-105 Mechanical Piping First Floor Plan M-106 Mechanical Piping West Concrete Deck Plan M-107 Mechanical Piping West First Floor Plan M-108 Mechanical Roof Plan – North M-109 Mechanical Sections M-301 Mechanical Sections M-302 Mechanical Sections M-303 Mechanical Enlarged Plans M-401 Mechanical Enlarged Plans M-402 Mechanical Enlarged Plans M-403 Mechanical Details M-501 Mechanical Details M-502 Mechanical Details M-503 Mechanical Details M-504 Mechanical Details M-505 Mechanical Details M-506

KC-46A ADAL FUEL CELL, BUILDING 253 PROJECT NO. SZCQ139901

CONTRACT DRAWINGS AND SPECIFICATIONS 000115 - 7

Title Drawing No.

Mechanical Details M-507 Mechanical Schedules M-601 Mechanical Schedules M-602 Mechanical Schedules M-603 Mechanical Schedules M-604 Mechanical Schedules M-605 Mechanical Controls M-901 Mechanical Controls M-902 Mechanical Controls M-903 Mechanical Controls M-904 Mechanical Controls M-905 Mechanical Controls M-906 Mechanical Controls M-907 Mechanical Controls M-908 Mechanical Controls M-909 Electrical Legend and Notes E-001 Electrical Lighting Demolition Plan ED-101 Electrical Power and Signal Demolition Plan ED-102 Electrical Grounding Demolition Plan ED-103 Lighting Protection Demolition Plan ED-104 Electrical Site Plan E-002 Hazardous Location Plan E-003 Hazardous Location Isometric E-004 Overall Electrical Lighting Plan E-101 Partial Lighting Floor Plan Base Bid E-102 Partial Hangar Lighting Plan Base Bid E-103 Partial Hangar Lighting Plan Bid Option E-104 Partial Hangar Lighting Plan Bid Option E-105 West Support Area/Storage Mezzanine Lighting Plan E-106 Overall Electrical Power and Systems Plan E-107 North Hangar Area Power and Systems Plan E-108 South Hangar Power and Systems Plan E-109 Composite Shop Power and Systems Plan E-110 Support Area Power and Systems Plan E-111 Storage Mezzanine Power and Signals Plan E-112 Grounding Plan E-113 Lightning Protection Plan E-201 Electrical Details E-501 Electrical Details E-502 Electrical Details E-503 Electrical Details E-504 Electrical Details E-505

KC-46A ADAL FUEL CELL, BUILDING 253 PROJECT NO. SZCQ139901

CONTRACT DRAWINGS AND SPECIFICATIONS 000115 - 8

Title Drawing No.

Electrical One-Line Diagrams E-601 Panel Schedules E-602 Panel Schedules E-603

F. Reference Documents:

1. Geotechnical Report titled “Geotechnical Engineering Services – Proposed ADAL to

Fuel Cell Hangar Building 253 Pease Air National Guard Base Newington, New Hampshire” dated February 13, 2014, prepared by S.W.Cole.

2. Hazardous Materials Inspection Report titled “Asbestos Containing Materials, Lead- Based Paint, and Hazardous Materials Inspection K-46A Fuel Cell Hangar, Building 253 Pease Air National Guard Base Portsmouth, New Hampshire” dated Revised March 28, 2014, prepared by Tetra Tech.

3. Fire piping asbuilts titled “Repair Fire Suppression System Hangar 253” dated March 28, 2008, prepared by Eastern Fire Protection.

PART 2 - PRODUCTS

2.1 NOT USED

PART 3 - EXECUTION

3.1 NOT USED

END OF SECTION

KC-46A ADAL FUEL CELL, BUILDING 253 PROJECT NO. SZCQ139901

SUPPLEMENTARY INSTRUCTIONS TO OFFERORS 002213 - 1

SECTION 00 22 13 – SUPPLEMENTARY INSTRUCTIONS TO OFFERORS

PART 1 - GENERAL

1.1 TOUR OF JOB SITE:

A. Prospective offerors are required to attend the scheduled site visit at the time indicated in the solicitation documents.

1.2 PERFORMANCE:

A. Submission of Offer shall constitute prima facie evidence that the Contractor has examined the drawings and specifications and has satisfied himself/herself as to the nature, scope, and location of the work and other matters which could affect the work or cost thereof. Failure of the Contractor to acquaint himself/herself with available information, including a physical examination and survey of the proposed work area, will not relieve him/her from providing a complete and usable project.

PART 2 - PRODUCTS

Not used.

PART 3 - EXECUTION

Not used.

KC-46A ADAL FUEL CELL, BUILDING 253 PROJECT NO. SZCQ139901

GENERAL ERRATA 010010 - 1

SECTION 01 00 10 - GENERAL ERRATA

PART 1 - GENERAL

1.1 DESCRIPTION OF CONTENT

A. Correct contents of the technical specification sections and drawings as described in this section.

1.2 EXTENT OF CORRECTIONS

A. The corrections described herein do not alter the uncorrected parts of the technical specification sections or drawings.

PART 2 - PRODUCTS

Not used.

PART 3 - EXECUTION

3.1 CORRECTIONS

A. Wherever terms “owner”, “architect” or “engineer”, without regard to case, appear in the technical specifications or on drawings, replace them with “Contracting Officer”, capitalized, (or abbreviated as KO) indicating the Contracting Officer, or his/her deputy designated for each specific project, who is the sole contractual authority.

1. Note that the Contracting Officer’s Representative (COR) is a technical advisor to the Contracting Officer and she/he can not be deputized as Contracting Officer.

B. Wherever terms “Authority Having Jurisdiction” or “AHJ”, without regard to case, appear in the technical specifications or on drawings, replace them with “Base Civil Engineer”, capitalized, (or abbreviated as BCE) indicating the Base Civil Engineer, or his/her deputy designated for each specific project, who is the sole code enforcement authority for projects on Pease Air National Guard Base.

KC-46A ADAL FUEL CELL, BUILDING 253 PROJECT NO. SZCQ139901

SUMMARY OF WORK 011100 - 1

SECTION 01 11 00 – SUMMARY OF WORK

PART 1 - GENERAL

1.1 LOCATION

A. The location of the work is inside the cantonment area of the Pease Air National Guard Base, Newington, New Hampshire.

B. Specific work location is Building 253 and adjacent site.

1.2 DESCRIPTION OF WORK

A. The work consists of furnishing labor, plant, materials, and equipment, and performing work necessary to provide a complete and functional installation as described below:

1. General: The Fuel Cell, Building 253, project will consist of the construction of approximately 18,947 square feet eyebrow, the remodeling of approximately 11,134 square feet of the existing building and minor touch up and repair of the remaining 17,969 square feet. The total remodeled/repaired area is approximately 29,103 square feet and the total building area is approximately 48,088 square feet. The building will be added to and altered to provide character compatible with the surrounding community of buildings utilizing similar form, style, material and details. The ADAL hangar will be designed for general maintenance functions requiring jacking of new aircraft. In order to accommodate the expanded hangar required to accommodate the larger aircraft the buildings heating, fire suppression and detection systems, life safety systems, electrical systems and structural systems will repaired or upgraded.

B. Bid Options

1. DEFINITION: A Bid Option is a cost proposal by bidders and stated on the Bid Form that will be added to the Base Bid amount if the Government accepts a corresponding addition in scope of work, products, materials, equipment, systems or installation methods described herein. Bid Option prices shall be valid for 90 days from Bid Due Date.

2. COMPLETENESS OF PROPOSALS: Include in each Bid Option proposal the cost of making the work under the Bid Option complete, including the cost of coordination and modifying and adjusting related Base Bid work affected by the acceptance of work under Bid Option, and of miscellaneous and incidental devices, such as anchors, fasteners, and the like, that are reasonably inferred and necessary for complete installation of the work.

3. NOTIFICATION: Immediately following award of Contract, prepare and distribute to each party affected, notification of the status of each Bid Option, indicating whether each Bid Option has been accepted, or rejected. If work descriptions under any Bid Options

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have been modified through negotiations, include complete description of such modifications.

4. ACCEPTANCE: The Government reserves the right to accept Bid Options at the time of the award of Contract, with or without negotiated price adjustments, and adjust the Contract award amount accordingly, or reject any or all of the Bid Options.

5. LISTING OF OPTIONS:

a. Bid Option (BO) 1: Remove and Replace Standing Seam Metal Roof.

1) Base Bid: n/a

2) BO: Remove flashing, lighting protection, roofing, insulation and corrugated metal deck, to structural framing, and install metal roof deck, insulation, and standing seam roof to match new addition, and replace the existing soffits.

b. BO 2 – Parking Lot:

1) Base Bid: n/a

2) BO: New 166 space asphalt parking connecting to existing parking lot north of building 253 and providing new access off Nashua Ave. Site demolition, grading, paving, striping, utilities, stormwater swale and infiltration basins, sidewalk, signage, guardrail, and landscaping.

c. BO 3 – LED Lighting in Hangar:

1) Base Bid: High bay 8 or 10-lamp, high efficiency suspended fluorescent luminaires utilizing T8 linear fluorescent lamps to match existing fixtures in hangar bay.

2) BO: Install LED lighting on a one-to-one replacement of the fluorescent lighting design in hangar bay.

d. BO 4 – Parking Lot Lighting Option 2:

1) Base Bid: n/a.

2) BO: Provide site lighting for new parking lot described in BO #2.

e. BO 5 – Replace aggregate base below hangar floor slabs:

1) Base Bid: Existing aggregate base will remain in-place to support new hangar aircraft floor slabs. Contractor-engaged Geotechnical engineer shall determine suitability of material to remain. Provide a leveling base course and fine grade.

2) BO: Remove existing aggregate base material below existing hangar floor and aircraft pavements to be removed. Provide 35 inch thickness base course aggregate below new slabs.

1.3 PRINCIPAL ELEMENTS:

A. The work to be performed includes the following principal elements:

The work includes site work, utility work and paving. General building work consists of selective demolition, hangar slab on grade floor, steel framing, fall protection, siding, hangar doors, roof, snow guards, interior walls and doors, overhead doors, casework, finishes, HVAC, plumbing, HEF fire protection system, electrical and communications work, and AT/FP improvements. Options listed under paragraph 1.2.B.5 may apply.

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1.4 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK

A. The contractor shall be required to (a) commence work under this contract within 10 calendar days after the date the contractor receives notice to proceed, (b) prosecute the work diligently, and (c) see Solicitation for duration of work.

B. Completion of work is defined as final acceptance. Date of Substantial Completion or use/possession prior to Final Acceptance (Beneficial Occupancy) is not relevant to the completion date. The indicated performance period includes winter months and runs continuous.

1.5 GOVERNMENT PERFORMED WORK

A. If applicable, the Government will furnish the materials and equipment for installation by the Contractor pursuant to contract clause FAR 52.245-2, Government Property (Fixed Price Contracts). Notify the Contracting Officer in writing at least 15 calendar days before the materials and equipment are required. Pick up materials and equipment no later than 30 calendar days after such date. When materials and equipment are not picked up by the 30th day, the Contractor will be charged for storage at the prevailing rate. The Contracting Officer will specify the location of materials and equipment and the delivery location.

B. The Government will perform the following:

1. The Contracting Officer will establish the boundary of Contractor’s work area including staging area, and the Government will limit its activities inside the work area to a minimum during the time the Contractor is at work.

C. The Government will furnish the following materials or equipment:

1. N/A

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PART 2 - PRODUCTS

2.1 NOT USED

PART 3 - EXECUTION

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SECTION 01 14 00 – WORK RESTRICTIONS

PART 1 - GENERAL

1.1 REQUIREMENTS INCLUDED

A. All Contractor employees, including subcontractors, and subcontractors’ employees, suppliers, and suppliers’ employees shall be required to comply with the Installation Security Requirements regarding personnel, vehicle, and equipment security passes and access the jobsite. Nothing in the contract shall be construed in any way to limit the authority of the Commanding Officer to prescribe new, or to enforce existing security regulations governing the admission or exclusion of persons and the conduct of persons while on base, including but not limited to, the rights of search of all persons or vehicles on base.

B. Contractor Personnel: Provide the Contracting Officer the name(s) of the supervisory person(s) authorized to act for the Contractor. Provide, and update as required, a list of personnel for the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency.

C. Contractor employees shall conduct themselves in a proper, efficient, courteous and businesslike manner. Any individual whose continued employment is deemed by the Contracting Officer to be contrary to the public interest or inconsistent with the best interests of National Security shall be removed from the site.

D. The Contractor is expected to become fully acquainted with, and strictly adhere to Base regulations affecting the performance of this Contract. Parts of the regulations pertaining to fire prevention, driving safety, restricted areas, sanitation, disposal of debris and pollution control may apply to this project. A detailed briefing of applicable regulations will be conducted during the Pre-Construction Conference. If required by the Contracting Officer, visit one or more of the following Base personnel:

1. Base Civil Engineer (Bldg 151): To review traffic and parking regulations and, if the project involves excavation, digging permits.

2. Base Fire Prevention Officer (Bldg 243): To review fire safety requirements, burning permits, welding permits and any operation that may affect routing of fire apparatus.

3. Base Pass & ID Office (Bldg 244): To receive or inquire about vehicle and personnel passes. Office hours are Monday – Friday 0730 – 1130 & 1230 – 1530, no exceptions.

E. Refer to FAR 52.204-9 Personal Identity Verification of Contractor Personnel.

1.2 MISSION-ESSENTIAL NATURE OF THE BASE

A. In order to maintain the National Defense, Mission Essential nature of the operations at the Base, the Contractor shall coordinate the work and scheduling with the Contracting Officer.

B. The Government may order suspension of construction activities due to essential defense activities including real and practice alerts, security checks and the like. These suspensions shall not constitute reason for Contractor’s claim for extra compensation or extension of

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contract time unless cumulative delay during any 30-day period is longer in duration than 8 hours and the Contractor can demonstrate actual monetary damage or delay in construction schedule.

1.3 COORDINATION

A. Coordinate with the Contracting Officer for specific security and access requirements.

B. Access to Buildings/ Occupied Buildings: The Contractor may work in or around existing occupied buildings. The Contractor is responsible, via the Contracting Officer, to obtain access to building and facilities and arrange for them to be opened and closed. Do not enter the building(s) without prior approval of the Contracting Officer. Keep the existing buildings and their contents secure at all times. Provide temporary closures as required to maintain security.

Contract personnel will not be permitted in security-regulated buildings or areas unless cleared by the Security Officer.

1.4 ACCESS TO WORK SITE

A. The use of base roads will be subject to base regulations including speed limits, requirement to wear seat belts, prohibition on the use of hand-held telephones by drivers, and wear of protective equipment by motorcycle operators.

B. The Contractor shall at all times conduct its Work to maintain the flow of pedestrian and vehicular traffic and prevent inconvenience to the Owner and residents in the vicinity of the Work, and to insure protection of persons and property. Fire hydrants on and adjacent to the Work shall be kept accessible to firefighting equipment at all times. Temporary provisions shall be made to ensure the unimpeded use of sidewalks. Gutters, storm water systems, drainage ditches, and culverts shall not be obstructed.

C. The Contractor will be responsible for the prompt repair of all damage to base pavement surfaces due to his/her operations. The Contractor shall keep the base pavements cleaned of material spilled from vehicles.

D. The Contractor shall submit a traffic routing and site utilization plan for approval to Base Engineer and Contracting Officer that meets the requirements of Specifications 311000 1.7 “Site Clearing”, Section 312000 1.8 “Earth Moving” and any relevant requirements in the General Conditions section of the Specifications.

1.5 OCCUPIED BUILDINGS

A. If the Contract involves work in occupied building(s) where the portions of the building outside of the area of work under this Contract are in normal operation during the performance of this Contract, observe the following to prevent interference with each other’s activities:

B. Coordinate the schedule of work under this Contract with the Contracting Officer to mutually avoid interference with each other’s operation.

C. Confine construction activities, including storage of material, to areas designated by the

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Contracting Officer.

D. Use of existing toilet rooms will not be permitted.

E. Use of Government telephone system will not be permitted.

F. The officer in charge of the operation within the building may, in case of mission emergency, order construction work to be suspended. Follow such orders and immediately contact the Contracting Officer for further instructions.

1.6 CONTRACTOR ENTRY CONTROL PROCEDURES

A. Contractor employees and representatives performing work under this contract are required to be either United States citizens or documented legal residents. All Contractor employees (including subcontractors) are required to obtain the required contractor identification. Each employee shall wear the Government issued identification over the front of the outer clothing.

Failure to obtain security and base access passes shall not be a cause for contract performance time extension. The process for obtaining base access passes is as follows:

1. The Contractor submits in writing, on a form prescribed by the Contacting Officer, a request for issuance of badges. Employees shall complete questionnaires and other forms as required by security. Allow 10 business days for background checks and processing.

The list shall contain the following information:

a) Prime contractor and subcontractor contact information

b) Name, Social Security Number, and Date of Birth of employee

c) Copy of disclaimer/authorization/release signed by employee

d) Clear color image of Driver’s License or Non-Driver Identification Card

B. Denial or revocation of any official base authorized access pass may be made if the individual:

1. Is listed in the National Terrorist Watch List.

2. Is not a U.S. Citizen and is illegally present in the U.S. or whose U.S. Citizenship, Immigration status, or Social Security Number cannot be verified.

3. Is subject to an outstanding criminal warrant of any type.

4. Whose business/contractor pass application contains false or fraudulent information, or any of the offenses listed below.

5. Is a registered sex offender regardless of the date of the criminal offense.

6. Has a felony conviction within the last 10 years.

7. Has obtained any Conviction that includes the following types of criminal offenses:

a) Offenses of the sexual nature.

b) Offenses of Violence.

c) Offenses related to gang activity, supremacist, or extremist behavior.

d) Crimes resulting from the possession, use, manufacture, introduction, or distribution of any illegal drug listed in the Comprehensive Drug Abuse Prevention & Control Act of 1970, schedules I through V.

e) Offenses in which weapon instrumentality (e.g., firearm, knife or other bladed instrument, club, brass knuckles) was used either as a means of violence, or a threat of violence.

8. Whose military active duty was terminated by the receipt of a dishonorable discharge or bad conduct discharge.

9. Has been issued a barment order and is currently banned from military installations.

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10. Has exhibited characteristics, traits or other indications that cause concern for the health, safety or welfare of personnel and/or residents aboard the base; or that cause concern for the physical security or environment of the base.

C. Contractors can call Base Pass & ID at 603-430-2605 during regular office hours to determine if an employee is approved for base access. In the event an employee is denied base access, the reason for the denial will not be provided.

D. Badges are valid for one year, however, background checks will be repeated every six months.

E. Employees who do not have a valid, current base access badge, or have a current badge but are not on the project list, will not be allowed to enter the base. Employees who have been approved, but need to report to Base Pass & ID to pick up their badge, must do so during Base Pass & ID office hours, and must be escorted by a badged contract employee directly to Base Pass & ID Bldg 244.

F. The Contractor shall immediately turn in all terminated employee’s badges to the issuing office.

1.7 CONTRACTOR VEHICLES

A. All vehicles shall display a valid state license plate and safety inspection sticker, if applicable, and shall be maintained in good repair. The company name shall be displayed in a clearly visible manner and size on each Contractor vehicle used in the course of work. Registration and proof of insurance shall be kept in the vehicle, and drivers shall be properly licensed.

1.8 SECURITY REQUIREMENTS:

A. All security requirements apply to all subcontractors and suppliers associated with this contract.

Comply with the following:

1. Do not publicly disclose any information concerning any aspect of the materials or services relating to this contract, without prior written approval of the Contracting Officer.

2. Do not disclose or cause to be disseminated any information concerning the operations of the activity’s security or interrupt the continuity of its operations.

3. Do not disclose any information to any person not entitled to receive it. Failure to safeguard any classified information that may come to the Contractor or any person under his control, may subject the Contractor, his agents or employees to criminal liability under 18 U.S.C., Sections 793 and 798.

4. Direct to the Contracting Officer for resolution all inquiries, comments or complaints arising from any matter observed, experienced, or learned as a result of or in connection with the performance of this contract, the resolution of which may require the dissemination of official information.

5. Coordinate photography requirements with the Contracting Office. Some areas restrict or prohibit photographing Government property.

6. Deviations from or violations of any of the provisions of this paragraph, will, in addition to all other criminal and civil remedies provided by law, subject the Contractor to immediate termination for default and withdrawal of the Government’s acceptance and approval of employment of the individuals involved.

1.9 RESTRICTED AND CONTROLLED AREAS

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A. Do not enter areas marked as “Restricted” or “Controlled” without authorization. Do not cross red painted lines delineating restricted areas without authorization. Do not approach aircraft without authorization, including entrance into hangar bays when aircraft are present.

B. Do not enter the flightline areas, which include aircraft parking aprons, taxiways, and the runway, on foot or by vehicle without authorization. Entrance onto non-NHANG airport property (Pease Development Authority) requires wearing of badges issued by the Pease Development Authority or escort.

1.10 WORK SCHEDULE:

A. Schedule normal work by Contractor and Subcontractor personnel between the hours of 0700 and 1630, Monday through Friday, excluding Federal holidays. Note any contract employees or subcontractor needing to obtain base access passes will not be allowed on base until 0730 when the Base Pass & ID office opens in Bldg 244. If the Contractor desires to work during periods other than above, submit a written request (e-mail is acceptable) for each such occurrence to the Contracting Officer at least five working days in advance of the proposed event, so that the Government may make special inspection and/or security arrangements. The Contracting Officer may decline approval. Contractor may have to work outside the normal work schedule in order to make utility connects; when this occurs, contractor shall adjust the work schedule or pay overtime. There will be no change associated with the change in schedule.

1.11 IDENTIFICATION OF CONTRACTOR PERSONNEL

A. All Contractor personnel, including subcontractors, will wear a brightly colored reflective safety vest (ANSI Class 1 or better) while at the job site or visiting other areas of the base as may be required to complete the work.

1. Contractor’s project management personnel are not required to wear a vest when visiting the Base Civil Engineer’s or Contracting Officer’s office.

1.12 PART 2 - PRODUCTS

Not used.

PART 3 - EXECUTION

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SECTION 01 20 00 - PRICE AND PAYMENT PROCEDURES

PART 1 - GENERAL

1.1. SUMMARY

A. DESCRIPTION

1. Measurement and payment of all items of the Work shall be as specified in this section.

1.2. RELATED SECTIONS

A. Submittal Procedures, Section 013300.

B. Schedule of Values, Section 012973.

1.3. LUMP SUM

A. Payment of Price: Government shall pay the Contractor the contract price as provided in this contract.

B. Progress Payments: Government shall make progress payments monthly as the work proceeds, or at more frequent intervals as determined by the Contracting Officer, on estimates of work accomplished which meets the standards of quality established under the contract, as approved by the Contracting Officer.

C. Reference FAR 52.232-5 for further requirements.

1.4. CONTRACT PRICES AND BIDDING SCHEDULES

A. Government's payment for the items listed in the Bidding Schedule shall constitute full compensation to the Contractor

1. Furnishing all plant, labor, equipment, appliances, and materials.

2. Performing all operations required to complete the work in conformity with the drawings and specifications.

3. Reference DFARS 252-236-7008 for further requirements.

B. Contractor shall include in the prices for the items listed in the Bidding Schedule all costs for work in the specifications, whether or not specifically listed in the Bidding Schedule.

1.5. CONTRACTOR’S INVOICE AND CONTRACT PERFORMANCE STATEMENT

Content of Invoice.

Requests for payment will be processed in accordance with the Contract Clause FAR 52.232-27, Prompt Payment Construction Contracts and FAR 52.232-5, Payments Under Fixed-Price Construction Contracts. The requests for payment shall include the documents listed below.

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a. The Contractor's invoice, on AF Form 3065 (or as approved by Contracting Officer) furnished by the Government, showing in summary form, the basis for arriving at the amount of the invoice.

Form 3065 shall include certification by Quality Control (QC) Manager as required by the contract.

b. The Estimate for Voucher/ Contract Performance Statement on AF Form 3065 furnished by the Government, showing in detail: the estimated cost, percentage of completion, and value of completed performance for each of the construction categories stated in this contract.

c. Updated Project Schedule and reports required by the contract.

1.6 PAYMENTS TO THE CONTRACTOR

Payments will be made on submission of itemized requests by the Contractor which comply with the requirements of this section, and will be subject to reduction for overpayments or increase for underpayments made on previous payments to the Contractor.

A. Obligation of Government Payments

The obligation of the Government to make payments required under the provisions of this contract will, at the discretion of the Contracting Officer, be subject to reductions and/or suspensions permitted under the FAR and agency regulations including the following in accordance with "FAR 32.503-6:

a. Reasonable deductions due to defects in material or workmanship;

b. Claims which the Government may have against the Contractor under or in connection with this contract;

c. Unless otherwise adjusted, repayment to the Government upon demand for overpayments made to the Contractor; and

d. Failure to provide up to date record drawings not current as stated in Contract Clause "FAC 5252.236-9310, Record Drawings."

B. Payment for Onsite and Offsite Materials

Progress payments may be made to the contractor for materials delivered on the site, for materials stored off construction sites, or materials that are in transit to the construction sites under the following conditions:

a. FAR 52.232-5(b) Payments Under Fixed Price Construction Contracts.

b. Materials delivered on the site but not installed, including completed preparatory work, and off-site materials to be considered for progress payment shall be major high cost, long lead, special order, or specialty items, not susceptible to deterioration or physical damage in storage or in transit to the construction site.

Examples of materials acceptable for payment consideration include, but are not limited to, fabricated structural steel, non-magnetic steel, insulation core metal wall panels (skin of the addition), standing seam roofing, non-magnetic aggregate, equipment, machinery, large pipe and fittings, precast/prestressed concrete products, plastic lumber (e.g., fender

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piles/curbs), and high-voltage electrical cable. Materials not acceptable for payment include consumable materials such as nails, fasteners, conduits, gypsum board, glass,…