Specifications.pdf

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KELL099067-F-16-Mission Training Center (Flight Sim) Facility KELL102851-Sustain Exterior Building 937 W9133N-04-D-0002

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 15 LIST OF DRAWINGS

00 10 00 INSTRUCTIONS TO BIDDERS

00 22 13 SUPPLEMENTARY INSTRUCTIONS TO BIDDERS

00 31 10 METRIC MEASUREMENTS

00 31 32 GEOTECHNICAL DATA

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00 GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 31 00 PROJECT MANAGEMENT AND COORDINATION

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 33 29 LEED(TM) COMPLIANCE AND DOCUMENTATION

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 42 13 STANDARDS AND ABBREVIATIONS

01 42 19 DEFINITIONS

01 45 04.00 10 CONTRACTOR QUALITY CONTROL

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19.11 INDOOR AIR QUALITY (IAQ) MANAGEMENT

01 57 23 TEMPORARY STORM WATER POLLUTION CONTROL

01 60 00 PRODUCT REQUIREMENTS

01 62 35 RECYCLED / RECOVERED MATERIALS

01 73 00 EXECUTION REQUIREMENTS

01 73 29 CUTTING AND PATCHING

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 75 00 STARTING AND ADJUSTING

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 79 00 DEMONSTRATION AND TRAINING

01 91 00 GENERAL COMMISSIONING REQUIREMENTS

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION AND DECONSTRUCTION

DIVISION 03 - CONCRETE

03 15 14.00 10 EXPANSION, CONTRACTION AND CONSTRUCTION JOINTS IN

CONCRETE FOR CIVIL WORKS

03 20 01.00 10 CONCRETE REINFORCEMENT

03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE

DIVISION 04 - MASONRY

04 21 13.13 NONBEARING MASONRY VENEER/STEEL STUD WALLS

04 72 00 CAST STONE ALTERNATE BID OPTION 3

DIVISION 05 - METALS

05 12 00 STRUCTURAL STEEL

05 21 19 OPEN WEB STEEL JOIST FRAMING

PROJECT TABLE OF CONTENTS Page 1

05 30 00 STEEL DECKS

05 40 00 COLD-FORMED METAL FRAMING

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 61 16 SOLID POLYMER (SOLID SURFACING) FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 21 13 BOARD AND BLOCK INSULATION

07 24 00 EXTERIOR INSULATION AND FINISH SYSTEMS

07 27 26 FLUID-APPLIED MEMBRANE AIR BARRIERS

07 41 13 METAL ROOF PANELS

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

07 95 00 EXPANSION CONTROL

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 11 16 ALUMINUM FRAMED ENTRANCES AND STOREFRONTS

08 14 00 WOOD DOORS

08 34 73 SOUND CONTROL DOOR ASSEMBLIES

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

08 91 00 METAL WALL LOUVERS

DIVISION 09 - FINISHES

09 22 00 SUPPORTS FOR GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 30 00 PORCELAIN TILE

09 51 00 ACOUSTICAL CEILINGS

09 65 00 RESILIENT FLOORING AND ACCESSORIES

09 67 23.13 STANDARD RESINOUS FLOORING

09 68 00 CARPET

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 10 00 VISUAL COMMUNICATIONS SPECIALTIES

10 14 01 EXTERIOR SIGNAGE

10 14 02 INTERIOR SIGNAGE

10 21 13 TOILET COMPARTMENTS

10 26 13 WALL AND CORNER GUARDS

10 28 13 TOILET ACCESSORIES

10 44 16 FIRE EXTINGUISHERS AND CABINETS

DIVISION 11 - EQUIPMENT

11 31 13 ELECTRIC KITCHEN EQUIPMENT

DIVISION 12 - FURNISHINGS

12 21 00 WINDOW BLINDS

12 32 00 MANUFACTURED WOOD CASEWORK

12 93 00 SITE FURNISHINGS

PROJECT TABLE OF CONTENTS Page 2

DIVISION 21 - FIRE SUPPRESSION

21 13 13.00 10 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

22 08 00 COMMISSIONING OF PLUMBING

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING

23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

23 05 15 COMMON PIPING FOR HVAC

23 05 48 VIBRATION AND SEISMIC CONTROLS FOR HVAC PIPING AND

EQUIPMENT

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 08 00.00 10 COMMISSIONING OF HVAC

23 09 23.13 20 BACnet DIRECT DIGITAL CONTROL SYSTEMS FOR HVAC

23 11 25 FACILITY GAS PIPING

23 52 00 HEATING BOILERS

23 64 10 WATER CHILLERS, VAPOR COMPRESSION TYPE

23 81 00.00 20 UNITARY AIR CONDITIONING EQUIPMENT

23 81 23.00 20 COMPUTER ROOM AIR CONDITIONING UNITS

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 48.00 10 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT

26 08 00.00 10 COMMISSIONING OF ELECTRICAL

26 08 00 APPARATUS INSPECTION AND TESTING

26 12 19.10 THREE-PHASE PAD-MOUNTED TRANSFORMERS

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 29 23 VARIABLE FREQUENCY DRIVE SYSTEMS UNDER 600 VOLTS

26 41 00.00 20 LIGHTNING PROTECTION SYSTEM

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 05 28.36 40 CABLE TRAYS FOR COMMUNICATIONS SYSTEMS

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 00.00 10 FIRE DETECTION AND ALARM SYSTEM AND MASS NOTIFICATION

SYSTEM

DIVISION 31 - EARTHWORK

31 11 00 CLEARING AND GRUBBING

31 23 00.00 20 EXCAVATION AND FILL

31 63 29 DRILLED CONCRETE PIERS AND SHAFTS

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 19 FIELD MOLDED SEALANTS FOR SEALING JOINTS IN RIGID

PAVEMENTS

32 11 16 BASE COURSE FOR RIGID AND SUBBASES FOR FLEXIBLE PAVING

PROJECT TABLE OF CONTENTS Page 3

32 12 10 BITUMINOUS TACK AND PRIME COATS

32 12 16 HOT-MIX ASPHALT (HMA) FOR ROADS

32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE

FACILITIES

32 16 13 CONCRETE SIDEWALKS AND CURBS AND GUTTERS

32 17 23.00 20 PAVEMENT MARKINGS

32 31 13.53 HIGH-SECURITY CHAIN LINK FENCES AND GATES

DIVISION 33 - UTILITIES

33 11 00 WATER DISTRIBUTION

33 30 00 SANITARY SEWERS

33 32 13.14 PACKAGED SEWAGE LIFT STATIONS, GRINDER PUMP TYPE

33 40 00 STORM DRAINAGE UTILITIES

33 71 02.00 20 UNDERGROUND ELECTRICAL DISTRIBUTION

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 4

SECTION 00 01 15

LIST OF DRAWINGS

01/07

PART 1 GENERAL

1.1 SCOPE

The items covered in this specification section apply to both Bid Package 1 (KELL102851) and Bid Package 2 (KELL099067).

1.2 SUMMARY

This section lists the drawings for the project pursuant to contract clause "DFARS 252.236-7001, Contract Drawings, Maps and Specifications."

1.3 CONTRACT DRAWINGS

Contract drawings are as follows:

DRAWING DRAWING

NO. TITLE

GENERAL

G-001 COVER SHEET

G-002 SHEET INDEX

G-100 BUILDING AND LIFE SAFETY CODE ANALYSIS

G-101 LIFE SAFETY PLAN

CIVIL

C-001 CIVIL GENERAL NOTES, ABBREVIATIONS AND SYMBOLS

CD101 CIVIL DEMOLITION PLAN - BID PACKAGE 1

CD102 CIVIL DEMOLITION PLAN - BID PACKAGE 2

C-101 CIVIL SITE PLAN - BID PACKAGE 1

C-102 CIVIL SITE PLAN - BID PACKAGE 2

C-103 CIVIL UTILITY & GRADING PLAN - BID PACKAGE 2

C-501 CIVIL DETAILS

C-502 CIVIL DETAILS

C-503 CIVIL DETAILS

STRUCTURAL

S-001 STRUCTURAL GENERAL NOTES

S-002 STRUCTURAL GENERAL NOTES

S-101 FOUNDATION AND SLAB PLAN - BID PACKAGE 1

S-102 FOUNDATION PLAN - BID PACKAGE 2

S-103 SLAB PLAN - BID PACKAGE 2

S-111 FRAMING PLAN - BID PACKAGE 1

S-112 FRAMING PLAN - BID PACKAGE 2

S-113 ENLARGED FRAMING PLAN - BID PACKAGE 2

S-201 STRUCTURAL WALL ELEVATION - BID PACKAGE 1

S-202 STRUCTURAL WALL ELEVATION - BID PACKAGE 2

S-401 MEZZANINE FRAMING PLAN AND DETAILS - BID PACKAGE 2

S-501 TYPICAL STRUCTURAL DETAILS

S-505 SECTIONS AND DETAILS - BID PACKAGE 1

S-510 FOUNDATION SECTIONS AND DETAILS - BID PACKAGE 2

S-511 FOUNDATION SECTIONS AND DETAILS - BID PACKAGE 2

S-550 FRAMING SECTIONS AND DETAILS - BID PACKAGE 2

DOCUMENT 00 01 15 Page 1

DRAWING DRAWING

NO. TITLE

S-551 FRAMING SECTIONS AND DETAILS - BID PACKAGE 2

S-552 TRUSS SECTIONS AND DETAILS - BID PACKAGE 2

ARCHITECTURAL

A-001 ARCHITECTURAL ABBREVIATIONS AND SYMBOLS

AD-101 DEMOLITION PLAN AND ELEVATIONS - BID PACKAGE 1

AD-201 DEMOLITION ELEVATIONS - BID PACKAGE 1

AD-301 DEMOLITION SECTIONS - BID PACKAGE 1

A-101 FLOOR PLAN - BID PACKAGE 1

A-102 COMPOSITE FLOOR PLAN - BID PACKAGE 2

A-103 ENLARGED FLOOR PLAN - BID PACKAGE 2

A-104 ENLARGED FLOOR PLAN - BID PACKAGE 2

A-105 REFLECTED CEILING PLAN - BID PACKAGE 2

A-106 ROOF PLAN - BID PACKAGE 1

A-107 ROOF PLAN - BID PACKAGE 2

A-108 MEZZANINE FLOOR PLAN, REFLECTED CEILING PLAN, & DETAILS

A-201 BUILDING ELEVATIONS - BID PACKAGE 1

A-202 BUILDING ELEVATIONS - BID PACKAGE 2

A-203 BUILDING ELEVATIONS - ALTERNATE BID OPTIONS

A-301 BUILDING SECTIONS - BID PACKAGE 1

A-302 BUILDING SECTIONS - BID PACKAGE 2

A-303 WALL SECTIONS - BID PACKAGE 1

A-304 WALL SECTIONS - BID PACKAGE 2

A-305 WALL SECTIONS - BID PACKAGE 2

A-306 WALL SECTIONS - BID PACKAGE 2

A-401 ENLARGED FLOOR PLANS AND INTERIOR ELEVATIONS

A-501 DETAILS - BID PACKAGE 1

A-502 DETAILS - BID PACKAGE 2

A-503 DETAILS - BID PACKAGE 1

A-504 DETAILS - BID PACKAGE 2

A-505 DETAILS - BID PACKAGE 2

A-506 TYPICAL EIFS DETAILS - BID PACKAGE 2

A-507 TYPICAL EIFS DETAILS - BID PACKAGE 2

A-601 ROOM FINISH SCHEDULE AND LEGEND - BID PACKAGE 2

A-602 DOOR SCHEDULE, DOOR TYPES & WINDOW TYPES - BID PACKAGE 1

A-603 DOOR & WINDOW SCHEDULES, DOOR & WINDOW TYPES - BID PACKAGE 2

A-604 DOOR DETAILS - BID PACKAGE 1

A-605 DOOR & WINDOW DETAILS - BID PACKAGE 2

A-606 DOOR & WINDOW DETAILS - BID PACKAGE 2

A-701 PARTITION TYPES - BID PACKAGE 2

A-801 SIGNAGE PLANS AND SIGNAGE SCHEDULE - BID PACKAGE 2

A-802 SIGNAGE DETAILS - BID PACKAGE 2

FIRE PROTECTION

F-001 FIRE PROTECTION LEGEND, SYMBOLS, AND NOTES - BID PACKAGE 2

FA101 FIRE ALARM-MASS NOTIFICATION PLAN - BID PACKAGE 2

FA501 FIRE ALARM-MASS NOTIFICATION DETAILS - BID PACKAGE 2

FX101 FIRE SUPPRESSION PLAN - BID PACKAGE 2

FX501 FIRE SUPPRESSION DETAILS - BID PACKAGE 2

PLUMBING

P-001 PLUMBING SYMBOLS AND ABBREVIATIONS - BID PACKAGE 2

P-101 PLUMBING FOUNDATION PLAN - BID PACKAGE 2

P-102 PLUMBING FLOOR PLAN - BID PACKAGE 2

P-501 PLUMBING DETAILS - BID PACKAGE 2

P-601 PLUMBING SCHEDULES - BID PACKAGE 2

DOCUMENT 00 01 15 Page 2

DRAWING DRAWING

NO. TITLE

P-901 PLUMBING RISER DIAGRAMS - BID PACKAGE 2

MECHANICAL

M-001 SYMBOLS, LEGENDS AND ABBREVIATIONS - BID PACKAGE 2

MD101 MECHANICAL DEMOLITION PLAN - BID PACKAGE 2

M-101 MECHANICAL DUCTWORK PLAN - BID PACKAGE 2

M-102 MECHANICAL PIPING PLAN - BID PACKAGE 2

M-401 ENLARGED MECHANICAL ROOM PLAN AND SECTIONS - BID PACKAGE 2

M-501 MECHANICAL DETAILS - BID PACKAGE 2

M-502 MECHANICAL DETAILS - BID PACKAGE 2

M-503 MECHANICAL DETAILS - BID PACKAGE 2

M-601 MECHANICAL SCHEDULES - BID PACKAGE 2

M-602 MECHANICAL SCHEDULES - BID PACKAGE 2

M-701 MECHANICAL FLOW DIAGRAMS - BID PACKAGE 2

M-801 MECHANICAL CONTROL INPUT AND OUTPUT DIAGRAM - BID PACKAGE 2

M-802 MECHANICAL CONTROL SEQUENCE OF OPERATION - BID PACKAGE 2

ELECTRICAL

E-001 SYMBOLS AND ABBREVIATIONS

E-101 ELECTRICAL SITE - BID PACKAGE 2

E-102 ELECTRICAL LIGHTING PLAN - BID PACKAGE 2

E-103 ELECTRICAL POWER PLAN - BID PACKAGE 2

E-104 MEZZANINE POWER AND LIGHTING PLANS - BID PACKAGE 2

E-105 ELECTRICAL LIGHTNING PROTECTION - BID PACKAGE 2

E-401 ENLARGED PLANS - BID PACKAGE 2

E-501 ELECTRICAL DETAILS - BID PACKAGE 2

E-502 ELECTRICAL DETAILS - BID PACKAGE 2

E-503 ELECTRICAL DETAILS - BID PACKAGE 2

E-601 ELECTRICAL ONE-LINE DIAGRAM - BID PACKAGE 2

E-602 ELECTRICAL LIGHT FIXTURE SCHEDULE - BID PACKAGE 2

E-603 ELECTRICAL PANEL SCHEDULES - BID PACKAGE 2

E-604 ELECTRICAL PANEL SCHEDULES - BID PACKAGE 2

TELECOMMUNICATIONS

T-001 COMMUNICATIONS ABBREVIATIONS AND SYMBOLS

T-101 COMMUNICATIONS FLOOR PLAN - BID PACKAGE 2

T-501 COMMUNICATIONS DETAILS

TY101 SECURITY FLOOR PLAN - BID PACKAGE 2

TY501 SECURITY DETAILS

TY502 SECURITY DETAILS

TY601 SECURITY ONE-LINE DIAGRAM

-- End of Document --

DOCUMENT 00 01 15 Page 3

SECTION 00 10 00

INSTRUCTIONS TO BIDDERS

05/10

PART 1 GENERAL

1.1 GENERAL REQUIREMENTS

The Contracting Officer, Office of the United State Property and Fiscal Office, will supply all required Government Forms and other "Front End" Documents relating to the Solicitation Instructions to Bidders, Bid Forms, Bonding Requirements, Contract Forms, General and Supplementary Conditions to the Contract, and so on, and as such the aforementioned materials are not included as part of this specification.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

DOCUMENT 00 10 00 Page 1

SECTION 00 22 13

SUPPLEMENTARY INSTRUCTIONS TO BIDDERS

08/08

PART 1 GENERAL

1.1 SCOPE

The items covered in this specification section apply to both Bid Package 1 (KELL102851) and Bid Package 2 (KELL099067), and ABO's under Bid Package 2.

1.2 RELATED DOCUMENTS

Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.3 SUMMARY

Section includes administrative and procedural requirements of Options.

1.4 DEFINITIONS

1.4.1 Bid Item

A defined quantity work as described in these specifiations and indicated on the drawings.

1.4.2 Alternate Bid Option (ABO)

An amount proposed by offeror and stated on the Bid Form for certain work defined in the Bidding Requirements that may be added to the base bid amount if Contracting Officer decides to accept a corresponding change either in the amount of construction to be completed or in the products, materials, equipment, systems, or installation methods described in the Contract Documents:

a. Alternate Bid Options described in this Section are part of the Work only if accepted by the Contracting Officer and enumerated in the Contract.

b. The cost for each ABO is the net addition to the base bid Contract Price to incorporate said ABO into the Work. No other adjustments are to be made to the Contract Price:

1. ABO's may be exercised within a sixty (60) calendar day period following award (unless otherwise indicated) and offered prices shall remain in effect for that period.

1.5 PROCEDURES

1.5.1 Coordination

Modify or adjust affected adjacent work as necessary to completely integrate work of the ABO into Project:

a. Include as part of each ABO, miscellaneous devices, accessory objects, DOCUMENT 00 22 13 Page 1 and similar items incidental to or required for a complete installation whether or not specifically indicated as part of ABO.

1.5.2 Notification

Immediately following award of the Contract, notify each party involved, in writing, of the status of each ABO. Indicate if ABO's have been accepted, rejected, or deferred for later consideration. Include a complete description of negotiated modifications to ABO.

1.5.3 Execute

Execute accepted ABO's under the same conditions as other work of the Contract.

1.5.4 Schedule

A schedule of ABO's is included in this Section under Bid Package 2, and is also indicated on the Drawings. Specification Sections referenced in schedule contain requirements for materials necessary to achieve the work described under each ABO.

1.6 BID ITEM

The bid item shall be lump sum price for the following items:

Bid Package 1 Price includes the following:

Price for the entire work, complete in accordance with the drawings and specifications in Bid Package 1, but excluding work described in Bid Package 2 and Alternative Bid Options.

Bid Package 2 Price includes the following:

Price for the entire work, complete in accordance with the drawings and specifications in Bid Package 2, but excluding work described in Bid Package 1. Alternative Bid Options for Bid Package 2:

ABO 1. Alternative Bid Option No. 1 - Price includes the following:

Price for providing all work in connection with the Entry Canopy (Identified as ABO #1), complete in accordance with the drawings and specifications.

ABO 2. AlternativeBid Option No. 2 - Price includes the following:

Price for providing all work in connection with the Spandrel Glass Windows (Identified as ABO #2), complete in accordance with the drawings and specifications.

ABO 3. Alternative Bid Option No. 3 - Price includes the following:

Price for providing all work in connection with the Cast Stone Band in Lieu of Brick Rowlock (Identified as ABO #3), complete in accordance with the drawings and specifications.

DOCUMENT 00 22 13 Page 2

ABO 4. Alternative Bid Option No.4 - Price includes the following:

Price for providing all work in connection with the Pre-action Fire Suppression System in Room 118 and Room 124 (Identified as ABO #4), complete in accordance with the drawings and specifications.

ABO 5. Alternative Bid Option No. 5 - Price includes the following:

Price for providing all work in connection with the Porcelain Wall Tile in Room 114 and 115 (Identified as ABO #5), complete in accordance with the drawings and specifications.

ABO 6. Alternative Bid Option No. 6 - Not used.

ABO 7. Alternative Bid Option No. 7 - Price includes the following:

Price for providing all work in connection with the Interior Storefront Entry System at the Entry Vestibule (Identified as ABO #7), complete in accordance with the drawings and specifications.

ABO 8. Alternative Bid Option No. 8 - Price includes the following:

Price for providing all work in connection with the Marker Boards, Combination Marker Boards/Projection Screens and Ceiling Mounted Projector Brackets (Identified as ABO #8), complete in accordance with the drawings and specifications.

ABO 9. Alternative Bid Option No. 9 - Price includes the following:

Price for providing all work in connection with the Epoxy Floor in Room 117, 122, 123, 125 and 131 (Identified as ABO #9), complete in accordance with the drawings and specifications.

ABO 10. Alternative Bid Option No. 10 - Price includes the following:

Price for providing all work in connection with the stainless steel toilet partitions (Identified as ABO #10), complete in accordance with the drawings and specifications.

ABO 11. Alternative Bid Option No. 11 - Price includes the following:

Price for providing all work in connection with the Upgrading Simulator Bay Cooling Systems from Commercial Grade Split Systems with Electric Heat to Computer Room Grade Split System with Hot Water Reheat (Identified as ABO #11), complete in accordance with the drawings and specifications.

ABO 12. Alternative Bid Option No. 12 - Price includes the following:

Price for providing all work in connection with the SIM Server Room Air Conditioning Unit (Identified as ABO #12), complete in

DOCUMENT 00 22 13 Page 3 accordance with the drawings and specifications.

ABO 13. Alternative Bid Option No. 13 - Price includes the following:

Price for providing all work in connection with the 2' X 2' lay-in acoustical ceiling panel in simulator bays (identified as ABO 13), complete in acceptance with the drawings and specifications.

1.7 BID NOTES

a. Award will be made on the total sum of Bid Package 1 and Bid Package 2.

b. For evaluation of bid, prices will use U.S. Dollars.

c. The Contractor shall include all costs for shipping and packaging in the base bid amount.

d. Bids will be accepted only from United States of America Contractors.

e. U.S. Contractor: To qualify as a U.S. Contractor, the firm (or if a joint venture, members of the joint venture) shall be incorporated in the United States, and shall comply with the following:

(1) The principal place of business and corporate headquarters shall be in the United States.

(2) The firm shall have paid corporate franchise and employment taxes in the United States for a minimum of 2 years. The firm shall have filed state and federal income tax declarations for a minimum of 2 corporate years and paid any applicable taxes determined to be due as a result of such filing.

(3) The firm shall employ U.S. citizens in key management positions.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

DOCUMENT 00 22 13 Page 4

SECTION 00 31 10

METRIC MEASUREMENTS

04/06

PART 1 GENERAL

1.1 SCOPE

The items covered in this specification section apply to both Bid Package 1 (KELL102851) and Bid Package 2 (KELL099067).

1.2 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

ASTM INTERNATIONAL (ASTM)

ASTM E 621 (1994e1; R 1999) Use of Metric (SI) Units in Building Design and Construction (Committee E-6 Supplement to E380)

IEEE/ASTM SI 10 (2002) American National Standard for Use of the International System of Units (SI):

The Modern Metric System

1.3 GENERAL

This project includes metric units of measurements. The metric units used are the International System of Units (SI) developed and maintained by the General Conference on Weights and Measures (CGPM); the name International System of Units and the international abbreviation SI were adopted by the 11th CGPM in 1960. A number of circumstances require that both metric SI units and English inch-pound (I-P) units be included in a section of the specifications. When both metric and I-P measurements are included, the section may contain measurements for products that are manufactured to I-P dimensions and then expressed in mathematically converted metric value (soft metric) or, it may contain measurements for products that are manufactured to an industry recognized rounded metric (hard metric) dimensions but are allowed to be substituted by I-P products to comply with the law. Dual measurements are also included to indicate industry and/or Government standards, test values or other controlling factors, such as the code requirements where I-P values are needed for clarity or to trace back to the referenced standards, test values or codes.

1.4 USE OF MEASUREMENTS IN SPECIFICATIONS

Measurements in specifications shall be either in SI or I-P units as indicated, except for soft metric measurements or as otherwise authorized.

When only SI or I-P measurements are specified for a product, the product shall be procured in the specified units (SI or I-P) unless otherwise authorized by the Contracting Officer. The Contractor shall be responsible for all associated labor and materials when authorized to substitute one system of units for another and for the final assembly and performance of the specified work and/or products.

DOCUMENT 00 31 10 Page 1

1.4.1 Hard Metric

A hard metric measurement is indicated by an SI value with no expressed correlation to an I-P value. Hard metric measurements are often used for field data such as distance from one point to another or distance above the floor. Products are considered to be hard metric when they are manufactured to metric dimensions or have an industry recognized metric designation.

1.4.2 Soft Metric

a. A soft metric measurement is indicated by an SI value which is a mathematical conversion of the I-P value shown in parentheses (e.g. 38.1 mm (1-1/2 inches)). Soft metric measurements are used for measurements pertaining to products, test values, and other situations where the I-P units are the standard for manufacture, verification, or other controlling factor. The I-P value shall govern while the metric measurement is provided for information.

b. A soft metric measurement is also indicated for products that are manufactured in industry designated metric dimensions but are required by law to allow substitute I-P products. These measurements are indicated by a manufacturing hard metric product dimension followed by the substitute I-P equivalent value in parentheses (e.g., 190 x 190 x 390 mm (7-5/8 x 7-5/8 x 15-5/8 inches)).

1.4.3 Neutral

A neutral measurement is indicated by an identifier which has no expressed relation to either an SI or an I-P value (e.g., American Wire Gage (AWG) which indicates thickness but in itself is neither SI nor I-P).

1.5 COORDINATION

Discrepancies, such as mismatches or product unavailability, arising from use of both metric and non-metric measurements and discrepancies between the measurements in the specifications and the measurements in the drawings shall be brought to the attention of the Contracting Officer for resolution.

1.6 RELATIONSHIP TO SUBMITTALS

Submittals for Government approval or for information only shall cover the SI or I-P products actually being furnished for the project. The Contractor shall submit the required drawings and calculations in the same units used in the contract documents describing the product or requirement unless otherwise instructed or approved. The Contractor shall use IEEE/ASTM SI 10 and ASTM E 621 as the basis for establishing metric measurements required to be used in submittals.

DOCUMENT 00 31 10 Page 2

SECTION 00 31 32

GEOTECHNICAL DATA

05/10

PART 1 GENERAL

1.1 REQUIREMENTS INCLUDE

1.1.1 General Contractor

a. Verify data and existing conditions.

b. At Contractor's option and own expense, perform additional subsurface investigation.

1.2 RELATED REQUIREMENTS

Specified elsewhere:

a. Division 01 Section 01 11 00 SUMMARY OF WORK.

b. Division 01 Section 01 45 04.00 10 QUALITY REQUIREMENTS.

Contracting Officer has caused borings to be made at the site.

a. Soil data is based on a soils investigation report performed by Rock Engineering & Testing Laboratory, Inc., dated 01 March 2010 and is included for information only. The Government and the Contracting Officer do not guarantee the accuracy or validity of the data, nor do they assume any responsibility for the Contractor's interpretation of the data.

b. Contractor shall field verify, by means of an independent testing agency, the design basis net allowable bearing capacity indicated on the structural drawings prior to construction of new foundations.

1.3 SOIL BORING DATA

Refer to Geotechnical Report in reference section of the Project Book.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

DOCUMENT 00 31 32 Page 1

SECTION 01 00 00

GENERAL REQUIREMENTS

05/10

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2008) Safety and Health Requirements Manual

1.2 RELATED DOCUMENTS

Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.3 JURISDICTIONS

The Project Work Site, Texas Air National Guard, at Lackland Air Force Base, Kelly Field Annex, is a U.S. military installation and as such, all aspects of the Work on the site shall be subject to the requirements herein.

The Contractor (Contractor) shall coordinate all activities for compliance with these requirements through the Contracting Officer. Contractor shall notify Contracting Officer at least forty-eight (48) hours before authorization, coordination, or notification is required from the appropriate organization at Texas Air National Guard and Lackland Air Force Base, unless otherwise noted.

1.4 DESIGN AND CONSTRUCTION STANDARDS

Design and construction shall comply with Air National Guard Design Policy, ANG ETL 01-1-1, March 2004. This requirement applies to all "Related Documents" paragraphs of the Project Manual.

1.5 SAFETY

1.5.1 Base and Safety Regulations

These requirements are in addition to those that are contained in FAR Clause 52.236 13, "Accident Prevention;" and DFARS Clause 252.236 7005, "Airfield Safety Precautions."

The Contractor shall comply with all applicable provisions of the Corps of Engineers Manual, EM 385-1-1, entitled "General Safety Requirements," and Air Force regulations and directives pertaining to security, safety, fire, traffic, and personnel clearances insofar as they pertain to the Contractor's activities on Texas Air National Guard, Lackland Air Force Base, Kelly Field Annex.

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The Contractor shall be responsible for providing, placing, and removing all barricades and safety devices during his construction activities.

In addition, the Contractor shall:

a. Caution vehicle operators to avoid intrusion on the runway or flight line.

b. Yield to all emergency vehicles including security police, fire department, ambulance, and ambulance buses when their red lights and/or sirens are operating.

c. Coordinate movement of heavy/oversized equipment such as cranes, extended flat bed trailers and large earth moving vehicles with the Contracting Officer.

d. Provide personnel to direct traffic when Contractor-operated vehicles block one (1) or both lanes of a two (2) lane road.

If a mishap involves injury or death to Contractor personnel and/or damage to Government property as a result of Contractor operation, the Contractor shall immediately notify the Contracting Officer. The Contracting Officer will contact the Safety Office on normal workdays or the Security Police at any other time. Any safety-related problems encountered during the contract period should be reported to the Contracting Officer who will advise Safety Office. In case of life-threatening emergency, dial 911 to reach the Security Police, Fire Department, or ambulance. Emergency treatment for serious or life-threatening injuries is available in the City of San Antonio.

The Contractor shall ensure compliance with contract, OSHA, AFOSH, Federal, State and Local provisions.

1.5.2 Site Security

The construction site and Contractor lay-down area shall be enclosed at the locations shown on the plans by a 6 ft (1.8 m) chain link fence with brown, UV resistant construction windscreen and gates. The fence shall be installed with self-supporting bases to prevent damage to the adjacent pavement surfaces. Upon completion and acceptance of the Work, the construction fence shall be removed. For this project, the use of an existing, paved, fence enclosed, area for the Contractor's lay down area shall be coordinated with the Contracting Officer.

Contractor shall provide a temporary safety fence with gates and warning signs at the construction site prior to the start of work to protect members of the public from construction activities. The safety fence will enclose those areas not within the construction fence. The construction fence may be used in lieu of a safety fence. The safety fence shall be brown in color or bright orange when protecting excavated areas, high density polyethylene grid or approved equal, a minimum of 42 in. (1.1 m) high, supported and tightly secured to steel posts located on minimum 10 ft (3 m) centers, constructed at the approved location. The safety fence shall be maintained by the Contractor during the life of the contract and, upon completion and acceptance of the Work, shall remain the property of the Contractor and shall be removed from the work site.

Provide and maintain additional temporary security fences as necessary to protect the Work and Contractor-furnished products not yet installed.

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1.5.3 Barricades and Lights

Provide as necessary to prevent unauthorized entry to construction areas and affected roads, streets, and alleyways, inside and outside of fenced area, and as required to ensure public safety and the safety of Contractor's employees, other employer's employees, and others who may be affected by the Work.

Provide to protect existing facilities and adjacent properties from potential damage.

Locate to enable access by facility operators and Government property.

Protect streets, roads, highways, and other public thoroughfares that are closed to traffic by effective barricades with acceptable warning signs.

Locate barricades at the nearest intersecting public thoroughfare on each side of the blocked section.

1.5.4 Safety Briefing

Contractor will brief subcontractors on safety and fire prevention regulations, emphasizing the requirement to obtain a welding permit, when welding, cutting and brazing operations are required, and obtain authorization from the Base Fire Chief, through the Contracting Officer, when open burning is intended.

Maintain documentation that all subcontractors have been briefed.

1.6 FIRE PREVENTION STANDARDS

The following is information pertaining to fire prevention standards at Lackland Air Force Base. These standards apply to all new construction and reconstruction, demolition, rehabilitation, alteration and modification.

Serious fires can occur due to accumulation of combustible materials or debris and the presence of ignition sources. Basic safeguards against construction fire hazards must be provided for during project planning.

These standards outline measures which, with some pre-planning, will prevent fires or, at least minimize damage if a fire does occur. Provide No Smoking signs around areas where combustibles are present.

1.6.1 Responsibilities

A fire department representative will attend preconstruction conference to brief the Contractor on pertinent fire regulations and to provide guidance for fire-safe operations during contract performance. Fire Prevention guidance appropriate for each type contract will be furnished the Contractor for briefing his personnel.

The Contractor will furnish via the Base Civil Engineer (BCE) the fire department Fire Prevention Section and Security Police with the name(s) of responsible individuals, who, in case of a fire after normal work hours, can be notified of an incident.

The Contractor shall be responsible for assuring proper availability, operation and location of fire protection equipment, general supervision of safeguards and location of salamanders or portable heating equipment, and

SECTION 01 00 00 Page 3 establishment and maintenance of safe cutting and welding operations.

To report a fire, dial 911.

1.6.2 Water Supply

The Contractor will ensure an adequate water supply for fire protection is available whenever combustible materials accumulate.

Temporary connection to a main or fire hydrant by a Contractor will first be coordinated through the BCE with a fire department representative to ensure availability of water supply for fire protection is not jeopardized.

Any connection to the public potable water supply must comply with Texas Plumbing Code using an approved cross-connection device and be coordinated with the Base Civil Engineer (BCE).

1.6.3 Access for Firefighters

Access for use of firefighting vehicles will be provided to the immediate job site at the start of construction and maintained until all construction is complete. Vehicle parking control measures will be established that will allow firefighters access to the construction site.

Free access from the street to fire hydrants and to outside connections for standpipes, sprinklers, or other fire extinguishing equipment, whether permanent or temporary, shall be provided and maintained at all times. No material or construction will be placed within 10 ft (3 m) of hydrants or connections, or between hydrants and the center line of the street.

Fire hydrants in excavations will be rigidly braced and protected from freezing.

Scaffolding, materials, or equipment will not block fire escape routes during performance of projects in occupied buildings.

In buildings over 30 ft (9 m) in height, at least one stairway will be provided in usable condition at all times. This stairway will be extended upward as each floor is installed. For buildings less than 30 ft (9 m) in height, safe methods for ascending/ descending will be provided in accordance with standard industry practice.

1.6.4 General Fire Prevention Requirements

In accordance with AFM 91-201, Explosives Safety Manual, if storing more than 1,000 nail gun cartridges, approval must be requested from Base Safety through the Base Civil Engineer.

The Contractor will notify the Fire Prevention representative, through the Contracting Officer, whenever an existing fire detection, alarm, or extinguishing system must be disconnected, relocated, or extended. Fire Protection system components will be handled carefully to assure reliability when the system is restored to service.

Any fire hazard or condition that is not specifically covered by these specifications that is recognized by anyone will be immediately brought to the attention of supervisors or anyone having authority to stop the operation.

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For any further fire prevention guidance or specifics, contact the Contracting Officer.

1.7 STANDARD WORKDAY/WEEK

Work shall normally be accomplished Monday through Friday, between the hours of 7:30 a.m. and 5:00 p.m. local time, excluding national holidays and non-work days resulting from holidays occurring on weekends.

When the Contractor desires to work at other than the aforementioned times, he shall submit a written request to the Base Civil Engineer for approval, and written approval thereof shall be required prior to proceeding with work:

a. The request shall be submitted at least three (3) work days prior to the proposed performance of work.

b. The request shall indicate the day/days, time/amount of work, and reason why permission should be granted to perform work during nonstandard hours.

c. Approval for work to be performed during nonstandard time will be given only in cases of extreme necessity.

1.8 CONSTRUCTION PERMIT

The Contractor shall obtain, through the Base Civil Engineer, an AF Form 103-Base Civil Engineer Work Clearance Request (hereafter referred to as a "digging permit"), from the Base Civil Engineer. The purpose of the permit is to locate, prior to excavation, all known underground utilities.

The Contractor shall initiate the request for a digging permit a minimum of five working days prior to performing any excavation or ground penetration. The Contractor shall provide equipment to locate and perform the location of utilities.

The Contractor shall clearly mark the location of the excavation or ground penetration with white, water soluble, spray paint, or white utility marking flags. The Contractor shall insure the markings are maintained until the area is cleared by all responsible agencies or offices for each utility.

The Contractor shall also show the identified area on a site plan. The site plan shall clearly delineate the proposed work area, nearest building, the nearest cross street to the location of digging. The Contractor shall provide this site plan to the BCE when requesting the digging permit. In the event that a representative for the designated utility does not respond to the locating request, the Contractor shall immediately notify the Base Civil Engineer.

After identified utilities have been cleared through each affected agency or office and the BCE, the Contractor will receive a copy of the digging permit. The Contractor must have the digging permit on the job site during the excavation process.

The Contractor shall exercise every precaution during excavation to prevent damage to the existing utilities. The Contractor shall immediately notify Base Civil Engineer if any utilities are damaged during the location or excavation process.

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1.9 HOT WORK PERMIT

The Contractor shall obtain from the TX ANGG, and Base Civil Engineer (BCE), a permit for any welding or flame cutting operations prior to initiating such operations. Permits are available from the Base Fire Dept.

A minimum of two fire extinguishers shall be at the site of all open welding or flame cutting operations.

The Contractor shall initiate the request a minimum of five working days prior to performing any hot work.

1.10 CONFINED SPACE PERMIT

The Contractor shall obtain from TX ANG, through the Base Civil Engineer, a Confined Space Permit prior to entry into any existing Base confined space.

A confined space shall be as defined in OSHA and 183 FWI 91-25 (Confined Spaces Program).

The Contractor shall initiate the request a minimum of five working days prior to entry into any existing Base confined space.

1.11 IEPA PERMIT REQUIREMENTS

The Contractor shall obtain and abide by the following permits and notifications as required for the construction of this project:

a. Illinois Environmental Protection Agency (IEPA) Notification of Demolition and Renovation, form APC 430, for asbestos abatement.

b. City of Springfield, Illinois standard permits:

1. Application for Plan Examination and Building Permit.

2. Application for Electrical Permit.

3. Application for Plumbing Permit.

4. Application for Mechanical Permit.

c. The Contractor will prepare and submit all such permits and notifications to the Base Civil Engineer.

1.12 TWENTY-FOUR (24) HOUR POINT OF CONTACT

The Contractor shall provide the Base Civil Engineer with a twenty-four

(24) hour number or numbers where his authorized representative can be contacted at anytime day or night. Also provide call forwarding capability for leaving a message. This number should be provided at the preconstruction conference, but not later than ten (10) days after the Notice to Proceed is issued.

1.13 UTILITIES AND SERVICES

The Contractor shall be permitted to connect to the privately owned existing utility system (water, electric, natural gas and sewer). The Contractor shall pay for connection of all utilities.

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The Contractor shall be permitted the use of all reasonably required amounts of utilities (water, electric, natural gas and sewer) from the Government's existing system outlets.

In addition to requirements contained in FAR Clause 52.236 14, "Availability and Use of Utility Services," temporary utility connections shall be at the Contractor's expense and be subject to the approval of the Contracting Officer. The Contractor shall provide telephone and other services required for the work.

If portable sanitary facilities are utilized, said facilities are subject to the approval of the Base Civil Engineer, as to the location, cleanliness, and maintenance. All temporary sewer/sanitation facilities shall be self-contained units with both urinals and stool capabilities. The units shall be sufficiently ventilated to control odors and fumes and should be emptied and cleaned at least every week or more often if required by the Base Civil Engineer. The doors should be self-closing. The exterior color of the unit shall be any color the Contractor desires. Base facilities will not be utilized. The facility will be located behind the construction fence or out of the public view.

1.14 UTILITY SERVICE INTERRUPTIONS

The Contractor shall submit written notification to the Base Civil Engineer and utility provider not less than five (5) work days in advance for each planned interruption of a utility service.

No single interruption shall exceed four hours.

Utility service interruptions shall not be permitted unless approved by the Base Civil Engineer and utility provider.

Service interruptions shall be accomplished at other than normal work hours if feasible. Schedule for base down Fridays.

1.15 DUST CONTROL

The Contractor shall maintain all excavations, embankments, stockpiles, access roads, and all other work areas free from excess dust to such reasonable degree as to avoid causing a hazard or nuisance to base personnel or surrounding facilities.

Coordinate requirements of this provision with Section 01 33 29 LEED COMPLIANCE AND DOCUMENTATION for Sustainable Sites Prerequisite 1 Construction Activity Pollution Prevention.

Approved temporary methods consisting of sprinkling, chemical treatment, light bituminous treatment or similar methods will be permitted to control dust.

Dust control shall be performed as the work proceeds and whenever a dust nuisance or hazard occurs.

1.16 PATCHING AND REPAIRING

After the work has been completed, any Contractor-caused damages to Lackland AFB-owned structures, facilities, streets, curbs, walks, lawns, parking aprons, etc., shall be properly patched, repaired, or replaced to the complete satisfaction of the Base Civil Engineer.

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Any holes, cuts, breakage's, and damages made in finished surfaces of the area in which work has been accomplished, shall be properly repaired and the disfigured areas then painted over or otherwise repaired and resurfaced in kind to match the existing finishes to the complete satisfaction of the Base Civil Engineer.

1.17 DISPOSITION OF REMOVED GOVERNMENT PROPERTY

All materials and equipment to be removed by the Contractor and not reinstalled under this contract, including debris generated by this project, shall be removed at regular intervals from the site and legally disposed of off-base by the Contractor.

Off-base disposal of materials shall be in conformance with applicable Federal, state, and local pollution regulations at the Contractor's expense.

Coordinate with Section 01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT and Section 01 33 29 LEED COMPLIANCE AND DOCUMENTATION for Materials and Resource Credit 2.1 and 2.2 Construction Waste Management.

1.18 PROTECTION OF BUILDING CONTENTS

The Contractor shall protect from damage all building contents located directly beneath or immediately adjacent to the site of work, and shall repair, replace, or otherwise be held liable for all such damage. Building contents include, but are not limited to, furniture, equipment, materials, or items of supplies.

1.19 ACCOMPLISHMENT OF WORK

Access for delivery of materials and equipment, as well as removal of demolished equipment shall be coordinated with the Base Civil Engineer.

Construction personnel entry and locations of construction delivery, debris removal, construction storage and trailers, construction parking and personnel entries will be provided by the BCE at the preconstruction meeting or to the Contracting Officer, as appropriate.

Base communications personnel shall be allowed to work periodically within the project area during the construction period installing and/or repairing operational communication lines.

Smoking will not be permitted within any area of any federal building.

Smoking is permitted in designated smoking areas indicated by the Base Civil Engineer. Coordinate with Section 01 33 29 LEED COMPLIANCE AND DOCUMENTATION for Environmental Quality Prerequisite 2 Environmental Tobacco Smoke Control.

1.20 RECYCLING

In support of national environmental efforts, the Contractor shall recycle general administrative refuse associated with this project. This refuse includes cardboard, 1 gallon mark 1 and 2 plastic bottles, type 1 and 2 plastic soda bottles, aluminum and steel soda cans, and mixed paper.

Contact the Environmental Office. Also reference Section 01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT and Section 01 33 29 LEED COMPLIANCE AND DOCUMENTATION for Mr Credit 2.1 and 2.2 Construction Waste Management.

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1.21 COMMUNICATIONS COORDINATION REQUIREMENTS

Contractor shall, in order to effect the appropriate coordination and obtain clearance to operate two-way radio and radio frequency transmitting equipment on Lackland AFB, contact the Base Civil Engineer.

1.22 SITE ACCESS AND SECURITY

United States Air Force Security has jurisdiction over all activities on or relevant to TX ANG at Lackland Air Force Base, Kelly Field Annex. The Contractor, Subcontractors, Suppliers, and any other persons and organizations performing or furnishing any of the Work shall fully comply with any and all lawful orders of Lackland Air Force Base Security Staff.

All Contractor material deliveries shall only be via the designated construction gate at Lackland Air Force Base. All Contractor personnel access to the site shall only be via the Main Gate. Entrance to the Site shall be restricted and require issuance of a security pass or badge subject to the requirements of Base Security. Site access/deliveries will be coordinated further during the pre-construction meeting.

The following is information pertaining to law enforcement and security policies in effect at Lackland Air Force Base. Questions or comments that concern the Security Police, must be directed to the Contracting Officer and Base Civil Engineer Driver's licenses will be verified with local law enforcement. Individuals who have invalid licenses or have warrants for arrest will be detained for local law enforcement agencies:

a. Speed Limits: Speeding is not tolerated on Lackland Air Force Base property. Speed should never exceed 20 mph unless noted otherwise.

Radar detectors are illegal and speed limits are strongly enforced.

b. Reserved/Prohibited Parking Areas:

1. Reserved parking is marked by signs listing the person or category for which the space is reserved or stating which type of decal is required to park in the space.

2. Prohibited parking is marked by sign or yellow paint on the curb.

3. Parking on the grass or seeded areas is strictly prohibited unless it is required for contract completion and authorized by the Contracting Officer.

c. Crosswalks: Motorists are required to yield to anyone in or about to enter a crosswalk.

d. Joggers/Cyclists: Motorists are cautioned to look out for high numbers of people engaged in exercise, especially during the middle of the day.

e. Traffic Citations: Violation of base traffic rules could affect Contractor or individual access to the base. All provisions of the Texas Vehicle Code and Air Force Regulations are enforceable for all drivers on Lackland Air Force Base. Actions taken as result of traffic citations:

1. Notification to employer with required actions.

2. Loss of base driving privileges.

3. Fines.

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4. Barment from the base.

f. Weapons: No firearms, plastic explosives, fireworks, or any object which fires a projectile or explosive can be brought on base (except approved construction equipment). Offenses of this nature will be referred to the Lackland Air Force Base Security Forces.

g. Gate Closures: Anytime a security system is activated or a hostile act is committed on base, security procedures call for access gates to be closed until the "all clear" is given. Delays may occur when attempting to enter or depart the base during such an incident.

h. Controlled/Restricted Areas: Areas posted as Controlled or Restricted Areas (including the flightline, taxiways and ramps) are clearly marked with signs and constitute legal "No Trespassing" zones. Entry into these areas is strictly prohibited unless specific written authority is granted. Persons inadvertently entering a Controlled/ Restricted area will be apprehended by security personnel and treated as hostile until proper identity can be confirmed. Personnel should cooperate with security personnel in these types of situations since security personnel will continue to elevate force with resistance received.

i. Required Coordination: If required to block off a street or portion of a street, before doing so, and with as much advance notice as possible, Contractor shall coordinate with the Contracting Officer.

j. Base Entry: Check with Guard posted 24 hours a day, identify Company, and reason to be on Base. Current vehicle registration, valid driver's license and vehicle insurance are mandatory when on Guard Property at Lackland Air Force Base, Kelly Field Annex.

Contractor shall ensure all pilferable items are secured when not in use.

1.23 PRECEDENCE OF AIR OPERATIONS

The Contractor shall never be on or near any aircraft operating surface.

PART 2 PRODUCTS

Not used.

PART 3…