11R006_Am3.pdf

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

Design Build HC-130J Aerospace Ground Equipment (AGE) Maintenance Facility, Davis Monthan AFB, AZ.

The purpose of this amendment is to:

1. Add Attachment: Spreadsheet "Special Events EAL Roster"

2. Extend proposal due date from February 3, 2011 at 2:00 PM to February 17, 2011 at 2:00 PM. Remove and replace attached

SF1442.

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code)

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers

MODIFICATION OF CONTRACTS/ORDER

NO.

E. IMPORTANT: Contractor

15B. CONTRACTOR/OFFEROR

is not, copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer tended.

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

(a) By completing Items 8 and 15, and returning submitted; or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDG- MENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

is extended, B.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CON-

TRACT ORDER NO. IN ITEM 10A.

2. AMENDMENT/MODIFICATION NO.

6. ISSUED BY

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS,

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority) is required to sign this document and return

15A. NAME AND TITLE OF SIGNER (Type or print)

PAGE OF PAGES 1. CONTRACT ID CODE

5. PROJECT NO. (If applicable) 4. REQUISITION/PURCHASE REQ. NO. 3. EFFECTIVE DATE

7. ADMINISTERED BY (If other than Item 6)

15C. DATE SIGNED

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16B. UNITED STATES OF AMERICA

BY

16C. DATE SIGNED

9A. AMENDMENT OF SOLICITATION NO.

9B. DATED (SEE ITEM 11)

10B. DATED (SEE ITEM 13)

CODE CODE

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

is not ex-copies to the issuing office.

NSN 7540-01-152-8070

PREVIOUS EDITION UNUSABLE

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

(Signature of person authorized to sign) (Signature of Contracting Officer)

USAPPC V1.00

10A.

30-105-02

SEE ITEM #6USACE, Los Angels District CONTRACTING DIVISION, East Region Branch

P.O. BOX 532711

LOS ANGELS, CA 90053-2325

CODE

W912PL

FACILITY CODE

1 2

0003 27 Jan 2011

W912PL-11-R-0006

21 DEC 10

W912Pl-11-R-0068 Amendment No. 3

2. SPECIFICATIONS: Delete the following listed pages and substitute the pages attached hereto. On the revised pages, for convenience, changes are emphasized by the amendment number in parentheses before and after changes from the previous issue. All portions of the revised (or new) pages shall apply whether or not changes have been indicated.

Delete Page Insert Page

00010 - 6 00010 - 6 00650, Entire Document 00650, Entire Document 01 01 20 - 2 01 01 20 – 2 01 01 20 – 15 01 01 20 - 15

APPENDIX INDEX APPENDIX INDEX

APPENDIX H, Entire Document APPENDIX H, Entire Document APPENDIX N, Entire Document APPENDIX N, Entire Document APPENDIX O, Vicinity Map & APPENDIX O, Vicinity Map & Site Location Map Site Location Map

APPENDIX O, SITE PLAN APPENDIX O, SITE PLAN

APPENDIX O, UTILITY PLAN APPENDIX O, UTILITY PLAN

APPENDIX O, FIRST FLOOR PLAN/

SECTIONS/ELEVATIONS

APPENDIX P

APPENDIX Q

Appendix R Appendix S

////////LAST ITEM////////

SPECIAL EVENT EAL ROSTER

NAME OF GUEST/ Last, First DATE OF BIRTH SSN# EVENT SPONSOR DATE�OF�EVENT TIME�OF�EVENT Pre-bid Site Visit COE 15�Feb�11 10:00�AM

"This�electronic�transmission�contains�FOR�OFFICIAL�USE�ONLY�(FOUO) information�that�must�be�protected�under�the�Privacy�Act�of�1974�(see�AFI

33�332).�Do�not�release�outside�of�DoD�channels�without�the�consent�of�the

NOTE:�PLEASE�LIST�NAMES�ALPHABETICALLY

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NUMBER 2. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED PAGE OF PAGES

IMPORTANT - The "offer" section on the reverse must be fully completed by the offeror.

4. CONTRACT NUMBER 5. REQUISITION/PURCHASE REQUEST NUMBER 6. PROJECT NUMBER

7. ISSUED BY CODE 8. ADDRESS OFFER TO

9. FOR INFORMATION CALL

A. NAME B. TELEPHONE NUMBER (Include area code) (NO COLLECT CALLS)

SOLICITATION

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder".

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying number, date):

11. The Contractor shall begin performance within calendar days and complete it within calendar days after receiving award, notice to proceed. This performance period is mandatory, negotiable. (See .)

12A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE PAYMENT BONDS?

(If "YES," indicate within how many calendar days after award in Item 12B.)

12B. CALENDAR DAYS

YES NO

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and copies to perform the work required are due at the place specified in Item 8 by (hour) local time (date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror’s name and address, the solicitation number, and the date and time offers are due.

B. An offer guarantee is, is not required.

C. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

D. Offers providing less than calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

NSN 7540-01-155-3212

Designed using Perform Pro, WHS/DIOR, Oct 96

1442-103 STANDARD FORM 1442 (REV. 4-85) (EG)

Prescribed by GSA - FAR (48 CFR) 53.236-1(d)

AMEND 0003

X

W912PL-11-R-0006

X

21 DEC 10 1 OF 2

W912PL

USACE, Los Angeles District Contracting Division, East Region Branch 915 Wilshire Blvd, Suite 1440 P. O. Box 532711, Los Angeles, CA 90053-2325

See Item 7

Christina M. Chavez 213-452-3246

Design Build HC-130J Aerospace Ground Equipment (AGE) Maintenance Facility, Davis Monthan AFB, AZ.

Design and Construct a new HC-130J AGE Maintenance facility with structural metal and split face block exterior, reinforced concrete foundation and floor slab, structural steel frame, and standing seam metal roof. Provide a 5-ton bridge crane and an estimated 60 ton air conditioning system. Sustainable Design and Development (SDD) and Energy Policy Act of 2005 (EPAct05) features will be provided. This project will comply with DOD Anti-Terrorism/Force Protection requirements per UFC 4-010-01 and be LEED Silver Certifiable under the USGBC LEED-NC Rating System. Sustainable principles, to include Life Cycle cost-effective practices, will be integrated into the design, development and construction of the project in accordance with Executive Order 13423 and 10 USC 2802 (c).

COMPETITIVE RFP – 100% Small Business Set Aside BEST VALUE: LOWEST PRICED TECHNICALLY ACCEPTABLE (LPTA). Estimated cost range of the project is Between $1,000,000 and $5,000,000.

IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CHECK THE DESIGNATED GOVERNMENT POINT OF ENTRY (FBO.gov) FREQUENTLY FOR ANY AMENDMENTS OR CHANGES TO THE SOLICITATION.

ALL OFFERORS ARE ADVISED THAT THIS PROCUREMENT MAY BE DELAYED, CANCELLED OR REVISED AT ANY TIME

DURING THE SOLICITATION, EVALUATION AND/OR FINAL AWARD PROCESS.

10 *See 00800

X X *Section 00800

X 10

3 2 PM

17 FEBRUARY 2011

X

OFFER (Must be fully completed by offeror)

STANDARD FORM 1442 BACK (REV. 4-85)

14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code) 15. TELEPHONE NUMBER (Include area code)

16. REMITTANCE ADDRESS (Include only if different than Item 14)

CODE FACILITY CODE

17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted by the Government in writing within calendar days after the date offers are due. (Insert any number equal or greater than the minimum requirement stated in 13D. Failure to insert any number means the offeror accepts the minimum in Item 13D.)

AMOUNTS

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGEMENT OF AMENDMENTS

(The offeror acknowledges receipt of amendments to the solicitation - give number and date of each)

AMENDMENT NO.

DATE

20A. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN OFFER (Type or print) 20B. SIGNATURE 20C. OFFER DATE

AWARD (To be completed by Government)

21. ITEMS ACCEPTED

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24.SUBMIT INVOICES TO ADDRESS SHOWN IN

(4 copies unless otherwise specified)

ITEM 25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

10 U.S.C. 2304(c) ( ) 41 U.S.C. 253(c) ( )

26. ADMINISTERED BY 27. PAYMENT WILL BE MADE BYCODE

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

28. NEGOTIATED AGREEMENT (Contractor is required to sign this document and return copies to the issuing office.) Contractor agrees to furnish and deliver all items or perform all work requirements identified on this form and any continuation sheets for the consideration stated in this contract. The rights and obligations of the parties to this contract shall be governed by (a) this contract award, (b) the solicitation, and

(c) the clauses, representations, certifications, and specifications incorporated by reference in or attached to this contract.

29. AWARD. (Contractor is not required to sign this document.) Your offer on this solicitation is hereby accepted as to the items listed. This award consummates the contract, which consists of (a) the Government solicitation and your offer, and (b) this contract award. No further contractual document is necessary.

30A. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED TO SIGN

(Type or print)

30B. SIGNATURE 30C. DATE

31A. NAME OF CONTRACTING OFFICER (Type or print)

31B. UNITED STATES OF AMERICA 31C. AWARD DATE

BY

AMEND 0003

DUNS NO.: TAX ID NO.:

CAGE CODE NO.:

( ) - ; FAX ( ) -

SEE PRICING SCHEDULE

SECTION 00010 - 6

SECTION 00010 - PRICING SCHEDULE

9. For the purpose of initial evaluation of offers, the following will be utilized in resolving arithmetic discrepancies found on the face of the Price Schedule as submitted by the offeror:

a. Obviously misplaced decimal points will be corrected;

b. In case of discrepancy between the unit price and the extended price, the unit price will govern;

c. Apparent errors in extensions of unit prices will be corrected;

d. Apparent errors in addition of lump sum and extended prices will be corrected.

10. The Contract Clause 52.232-27, "Prompt Payment for Construction Contracts" requires that the name and address of the contractor official, to whom payment is to be sent, be the same as that in the contract or in a proper Notice of Assignment.

11. Payment of Electronic Funds Transfer (EFT) is the mandatory method of payment.

The Contractors attention is directed to Contract Clause No. 52.232-33 "Mandatory Information for Electronic Funds Transfer" located in Section 00800.

12. Principal Contracting Officer. The Contracting Officer who signs this contract will be the Principal Contracting Officer for this contract. However, any Contracting Officer assigned to the Los Angeles District, Contracting Division within his authority, may take formal action on this contract when the Principal Contracting Officer is unavailable and the action needs to be taken.

13. Amounts and prices shall be indicated in either words or figures, NOT BOTH.

14. Offeror is cautioned to check Price Schedule carefully prior to submission. If the Price Schedule contains unit prices, they should be round off to the second decimal point only NOT EXTENDED FURTHER.

15. The Offeror shall furnish all plant, labor, material, equipment, etc., necessary to perform all work in strict accordance with the terms and conditions set forth in the contract in include all attachments thereto.

16. The successful offeror grants the options listed in the Price Schedule to the Government and agrees that the options may be exercised any time up to 540 120 calendar days after NOTICE TO PROCEED. The given contract completion time was formulated to include time necessary to perform all option work. The time stated for completion shall include final clean-up of the premises. Refer to Section 00800, Contract Clause No. FAR 52.211-10, “Commencement, Prosecution and Completion of Work.”

17. EVALUATION OF OPTIONS: The Government will evaluate offers for award purposes by adding the total price for all options to the total price for the basic requirement. Please see FAR Clause 52.217-5, Entitled, “Evaluation of Options (Jul 1990), Section 00100.

(3)(3)

W912PL-11-R-0006

SECTION 00 06 50 - 1

GENERAL DECISION NUMBER: AZ100001 01/21/2011 AZ1

Superseded General Decision Number: AZ20080001

State: Arizona

Construction Type: Building

Counties: Coconino, Maricopa, Mohave, Pima, Pinal and Yuma Counties in Arizona.

BUILDING CONSTRUCTION PROJECTS (does not include residential construction consisting of single family homes and apartments up to and including 4 stories)

Modification Number Publication Date 0 03/12/2010 1 06/04/2010 2 07/02/2010 3 07/09/2010 4 07/23/2010 5 08/06/2010 6 08/27/2010 7 09/10/2010 8 10/15/2010 9 11/05/2010 10 11/19/2010 11 12/03/2010 12 01/21/2011

BRAZ0003-003 11/23/2009

COCONINO, MARICOPA, MOHAVE, PINAL (Area West and North of the San Francisco River to the Gila River), & YUMA COUNTIES

Rates Fringes

Bricklayer - Cement Block Layer............................$ 24.62 4.57

BRAZ0003-008 11/23/2009

PIMA AND PINAL (Area East and South of the San Francisco River to the Gila River) COUNTIES

Bricklayer - Cement Block Layer............................$ 24.62 4.57

CARP0408-001 07/01/2009

SECTION 00 06 50 - 2

Rates Fringes

CARPENTER........................$ 23.00 7.24

CARP1327-001 01/01/2010

Rates Fringes

DRYWALL HANGER...................$ 19.25 6.61

ELEC0570-003 12/01/2010

PIMA, PINAL (Southern Part), AND YUMA COUNTIES

Rates Fringes

Electrician/Wireman..............$ 22.90 18%+4.70

Zone Definitions

(b) ZONE PAY -Workmen employed in Zones B and C shall be paid Zone Pay as follows:

Zone B............an additional $ 1.25 per hour Zone C............an additional $ 3.75 per hour

SECTION 3.05 ZONES

(a) Zones shall be created in Tucson, Arizona, the headquarters of the Union. Zones may be established in other localities by mutual consent of the parties hereto (Section 1.03). Zones and the applicable rates of pay shall be the same for all Employers coming under the terms of this Agreement.

In Tucson, Zone A shall be the area within a twenty-nine (29) mile radius from a basing point at the City Hall.

Zone B shall be the area from the outer limits of the twenty-nine (29) mile radius, extending out another seventeen (17) miles (a 46 mile radius total).

Zone C shall be the area from the forty-six (46) mile radius, extending to the outside limits of the Local Union's jurisdiction.

If any owner's contiguous property falls within more than one Zone, it shall all be considered to be within the closer Zone.

ELEC0640-005 06/21/2010

COCONINO, MARICOPA, MOHAVE, and PINAL (Area North and West of the boundary line beginning at a point where Papago Indian Reservation Road No. 15 crosses the Pima-Pinal County line, then Northeasterly on Road No. 15 to the intersection with Highway FAS-267, extending North on FAS-267 to the intersection with Florence Canal, North & East on Florence Canal to the intersection of the line "Second Guide Meridian East" then North to the Maricopa-Pinal County Lines) COUNTIES

SECTION 00 06 50 - 3

Rates Fringes

Electrician/Wireman..............$ 24.80 3%+7.14

ENGI0428-003 06/01/2010

Rates Fringes

Power Equipment Operator

(2) Crane under 15 tons.....$ 25.22 9.79

(3) Crane,15 tons to 100 tons........................$ 26.30 9.79

(4) Crane, 100 tons and over........................$ 27.33 9.79

IRON0075-002 08/01/2009

Rates Fringes

IRONWORKER, STRUCTURAL

Zone 1:.....................$ 26.52 17.59

Zone 1: 0 to 50 miles from City Hall in Phoenix or Tucson Zone 2: 050 to 100 miles - Add $4.00 Zone 3: 100 to 150 miles - Add $5.00 Zone 4: 150 miles & over - Add $6.50

LABO0383-005 06/01/2009

Rates Fringes

LABORER (Brick/Block Tender).....$ 16.72 4.35

PAIN0086-003 04/01/2010

Rates Fringes

PAINTER..........................$ 17.85 4.70

PAIN0086-005 07/01/2009

Rates Fringes

GLAZIER..........................$ 25.75 6.39

PLUM0469-002 07/01/2010

ZONE A: COCONINO, MARICOPA, MOHAVE & YUMA COUNTIES

ZONE B: PIMA AND PINAL COUNTIES

PLUMBER/PIPEFITTER

Zone A......................$ 31.65 14.90 Zone B......................$ 28.55 14.65

SECTION 00 06 50 - 4

SFAZ0669-001 04/01/2010

Rates Fringes

SPRINKLER FITTER (Fire Sprinklers)......................$ 29.85 16.85

* SHEE0359-002 01/01/2011

PIMA and PINAL (South of the 33rd Parallel) COUNTIES

Rates Fringes

Sheet Metal Worker (Including

HVAC)

Zone 1......................$ 23.75 10.05

* SHEE0359-003 01/01/2011

COCONINO, MARICOPA, MOHAVE, PINAL (North of the 33rd Parallel), and YUMA COUNTIES

Sheet Metal Worker (Including

HVAC)............................$ 23.75 10.05

SUAZ2004-001 01/14/2004

Rates Fringes

Cement Mason/Finisher............$ 15.25 5.01

Laborers Concrete Worker.............$ 8.88 0.00 Form Setter.................$ 9.63 0.00 General/Cleanup.............$ 11.37 2.91 Waterproofing...............$ 12.59 0.00

PLASTERER........................$ 15.00 0.00

Power Equipment Operator Backhoe.....................$ 14.78 0.00

TILE FINISHER....................$ 11.00 0.00

TILE SETTER......................$ 14.98 0.00

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after

SECTION 00 06 50 - 5

award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)).

In the listing above, the "SU" designation means that rates listed under the identifier do not reflect collectively bargained wage and fringe benefit rates. Other designations indicate unions whose rates have been determined to be prevailing.

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can be:

* an existing published wage determination

* a survey underlying a wage determination

* a Wage and Hour Division letter setting forth a position on a wage determination matter

* a conformance (additional classification and rate) ruling

On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.)

and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:

Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

SECTION 00 06 50 - 6

3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

4.) All decisions by the Administrative Review Board are final.

END OF GENERAL DECISION

01 01 20 - 2

2.3 ECO-Charrette. As part of the initial design effort, the Contractor shall conduct an „eco-charrette‟ to focus on the USAF required/desired and

LEED prerequisite checklist items (points) to be achieved in the project.

After the end of the eco-charrette, the Contractor shall provide an updated set of checklists (ACC and LEED) for the project as part of the LEED NC

Silver execution plan prior to the start of design.

2.4 LEED. Contractor will be responsible for the LEED NC design and construction Online documentation (all templates of points to be pursued), USGBC submittal for review and the LEED Silver certification.

2.5 Drawings. All design drawings submitted shall be 22 inch x 34 inch size drawings. The graphic border is available on the Albuquerque District web page at:

http://www.spa.usace.army.mil/ec/cadd/index.htm (under „Requirements‟).

Lettering shall be in all capitals, with a minimum height of 1/8” on full-size drawing, and all lettering fonts shall be Microstation “Font # 1” or

AutoCad “Roman Simplex” with a width factor of one point zero (1.0). In addition to these requirements, all drawings shall be prepared per the CAD standards given in the A/E/C CADD Standards Release 2.0, available on the

Internet at:

https://cadbim.usace.army.mil/CAD.

2.6 Building Information Modeling (BIM) Requirements. This project requires the use of BIM in compliance with the Air Force “Building Information

Modeling Requirements”. This document includes a requirement to develop and provide an “Implementation Plan” prior to the initial design conference. It also outlines deliverables required at various stages during design and construction.

2.7 Design Analysis. The Design Analysis shall be developed in accordance to the criteria specified within this RFP, Section 01 01 00 DESIGN

REQUIREMENTS and APPENDIX, DESIGN ANALYSIS GUIDANCE. An electronic template of the Design Analysis is available to the Contractor. The Design Analysis shall include all features with the necessary calculations, tables, methods and sources used in determining equipment and material sizes and capacities, and shall provide sufficient information to support the design. The design analysis shall also include all LEED documentation including on-line templates for the design and construction.

2.8 Specifications: Specifications shall be developed utilizing Unified

Facilities Guide Specifications (UFGS) in conjunction with Section 01 01 00

DESIGN REQUIREMENTS and APPENDIX, SPECIFICATIONS GUIDANCE. All specifications shall be in sufficient detail to fully describe and demonstrate the quality of materials, the installation and performance of equipment, and the quality of workmanship. For specifications not available in UFGS, the Contractor shall create the specifications so that all of the submittal, quality control and testing requirements given in all of the UFGS

(3) (3) http://www.spa.usace.army.mil/ec/cadd/index.htm https://cadbim.usace.army.mil/CAD

01 01 20 - 15 shall become the property of the Government. A scanned copy of the marked up field (trailer) set of drawings does not constitute the as-built digital information. Actual modifications to the design CADD files shall be used to information deliverables.

5. TRANSMITTAL TO GOVERNMENT AGENCIES:

5.1 Government agencies shall receive review documents as indicated in the following Distribution Schedule. Quantities and reviewing agents are listed below. All documents must contain an index of contents.

5.2 Government Design Review. The completion time stated in Section 00800

SPECIAL CONTRACT REQUIREMENTS, 52.211-10 COMMENCEMENT, PROSECUTION, AND

COMPLETION OF WORK, includes 14 calendar days for Government review of the

60% and 100% design submittals and 7 calendar days for the corrected final design submittal review.

5.3 Design work for any specific design phase (or sub-phase) shall not continue during the review period between the design submission of the phase and the design review conference. All submittals shall be transmitted to be received in the shortest time possible. Originals of transmittal letters should be sent to the Contracting Officer and copies should accompany each mail package. Transmittal letters shall indicate distribution by use of the

"ATTN" code shown in the address. Design documents shall include design analysis, drawings, calculations, and specifications and shall be distributed as indicated in the distribution schedule.

5.4 The Contractor shall submit complete design documents for the required submittal in the same quantity and to the addressees listed in the

Distribution Schedule, for each review (one or more) until the Government is satisfied that all review comments have been addressed and resolved.

Following the last review, the Contractor shall forward the completed construction documents specified in the Distribution Schedule.

ADDRESSEES:

(A) Albuquerque District, Corps of Engineers, ATTN: CESPA-PM-M (Dan

Lenz), 4101 Jefferson Plaza N.E., Albuquerque, New Mexico 87109-3435.

(B) HQ Air Force Center for Engineering and the Environment, ATTN:

ACC/CEPCW (Don Fucik), Capital Investment Management – East, 3300 Sidney

Brooks (Bldg. 532), Brooks City-Base, TX 78235-5119

(C) DMAFB Engineering Flight, ATTN: 355 CES/CECB (Damian Rueda), 5220 E.

Madera St., Building 5313, Davis-Monthan AFB, AZ 85707-4926.

(D) Los Angeles District, Phoenix Area Office CESPL-CO-R (Rob Lewis), 5220 E. Madera St. Building 5313, Davis Monthan AFB, AZ 85707-4926.

(E) Los Angeles District, Davis-Monthan Resident Office CESPL-CO-AD

(John Taylor), 5205 E. Comanche St., Davis-Monthan AFB, AZ 85707.

(3) i

APPENDIX INDEX

APPENDIX A - DESIGN COMPATIBILITY GUIDELINES, DAVIS-MONTHAN AIR

FORCE BASE, TUCSON, ARIZONA,

APPENDIX B – DOD UNIFIED FACILITIES CRITERIA (UFC) MINIMUM

ANTITERRORISM STANDARDS FOR BUILDINGS

APPENDIX C – AEIM, CHAPTER II, CIVIL

APPENDIX D – COLOR BOARD GUIDANCE

APPENDIX E - DRAFTING STANDARDS

APPENDIX F – STRUCTURAL DRAFTING STANDARDS

APPENDIX G - DESIGN ANALYSIS GUIDANCE

APPENDIX H - SPECIFICATION GUIDANCE

APPENDIX I – LANDSCAPE DEVELOPMENT PLAN - INSTALLATION PLANT LIST

APPENDIX J – REVEGETATION AND EROSION CONTROL

APPENDIX K – SMALL COMMERCIAL SOLAR ELECTRIC SYSTEM (PHOTOVOLTAIC)

APPENDIX L – AREA DEVELOPMENT PLAN

APPENDIX M – DATA SHEETS

APPENDIX N – GEOTECHNICAL REPORT

APPENDIX O – CIVIL, DESIGN DEVELOPMENT DRAWINGS

APPENDIX P – FLOW DATA

APPENDIX Q – FIRE PROTECTION WATERFLOW AND SITE UTILITIES DETAILS

APPENDIX R – BUILDING INFORMATION MODELING REQUIREMENTS

APPENDIX S – STANDARDS MANUAL FOR DRAINAGE DESIGN AND FLOODPLAIN

MANAGEMENT IN TUCSON, ARIZONA

APPENDIX H

SPECIFICATION GUIDANCE

September 2010

DESIGN/BUILD SPECIFICATION GUIDANCE

1. GENERAL INSTRUCTIONS.

1.1 General. The Contractor is responsible for the preparation of all the contract technical specification sections in Divisions 02 through 48, a table of contents, submittal register, and a list of contract related government furnished and contractor installed property. Preparation of the contract specifications shall be in accordance with ER 1110-1-8155, Construction Specifications, and these instructions.

1.2 Specifications: Specifications shall be developed utilizing Unified Facilities Guide Specifications (UFGS). All specifications shall be in sufficient detail to fully describe and demonstrate the quality of materials, the installation and performance of equipment, and the quality of workmanship. For specifications not available in UFGS, the Contractor shall create the specifications so that all of the submittal, quality control and testing requirements given in all of the UFGS are included. In addition, the quality control procedures used shall include the testing and quality control requirements given in the Quality Assurance/Quality Control found in Section 01 45 01 QUALITY CONTROL. The Contractor shall not alter specifications Section 00800 SPECIAL CONTRACT REQUIREMENTS or any Division 01 specifications during the design process. These shall be submitted verbatim with the Final, Corrected Final, and Construction Set specifications.

1.2.1 SpecsIntact. All specifications shall be edited in SpecsIntact. The SpecsIntact software is a Government specification editing system and is available without charge at the following NASA website:

http://specsintact.ksc.nasa.gov/. SpecsIntact shall be utilized for all review submittals, both hard copy and electronic. Marked-up specifications shall be printed directly from SpecsIntact with tags off and notes and editing shown. Handwritten marked-ups of the specifications will not be accepted.

1.2.2 Unified Facility Guide Specifications (UFGS). The Contractor shall obtain the latest Unified Facilities Guide Specifications, except structural specifications, from the NASA website: http://specsintact.ksc.nasa.gov/.

For electronic versions of the CESPA Structural Guide Specifications go to the CESPA Web Site http://www.spa.usace.army.mil/EC/ecef.htm scroll down to "Reference Links" and then click on "CESPA Structural Guide Specifications.”

1.3 Out of Date Specifications. Do not use old specifications that are available from past work because these will be out of date. Most of the guides are updated every three months.

1.4 Army and Navy Specifications. When the work can be covered by Army or Navy specifications, always choose Army proponent specifications over Navy proponent specifications.

1.5 Compliance with the Buy American Act (BAA) is mandatory. The BAA generally requires the use of construction materials and equipment from domestic sources in Government contracts less than $6,500,000. Above $6,500,000, Mexico and Canada are approved sources by the North American Free Trade Agreement (NAFTA). Above $7,311,000, there are other countries that are covered by the Trade Agreements Act. If materials and equipment are required which cannot be obtained from approved sources, the Contractor shall notify the PM early in the design phase and provide a market analysis and justification to the PM to obtain a waiver to the BAA.

2. SUBMITTAL REQUIREMENTS.

2.1 Project Definition/Project Engineering/Concept Submittal (10% to 30%):

The Contractor shall edit a specification index to indicate which UFGS are applicable to the contract and include the index with the Project Definition/Project Engineering/Concept Submittal.

2.2 Final Submittal (60-95%): The Contractor the index of UFGS complies with the project definition/project engineering/concept plan and all comments to the submittal. The Contractor provides this submittal to the PM on diskettes or compact disks and in hard copy, quantity as determined by the Project Manager. This submittal shall include a table of contents of Divisions 02 through 48, edited marked-up sections of Division 02 through 48 indicating deleted and added text, and submittal register.

2.3 Corrected Final Submittal (100%): The Contractor provides this submittal to the PM on diskettes or compact disk and in hard copy, quantity as determined by the Project Manager The electronic submittal shall include the “.sec” files with full editing. If the files are in compressed format, provide the exploding program on the disk with the files. This submittal shall include a table of contents of Divisions 02 through 48, Divisions 02 through 48 sections with all editing marks removed and inapplicable text deleted, and the submittal register.

3. ORGANIZATION OF CONTRACT SPECIFICATIONS.

3.1 Organize the contract specifications in accordance with the Construction Specifications Institute (CSI) format. The CSI format standardizes the sections of the technical specifications into 48 Divisions. UFGS guide specifications have been assigned six-digit section numbers in accordance with the CSI MasterFormat04. Assign sections based on other than UFGS, and specially developed sections, the most applicable CSI Division and section numbers per the CSI MasterFormat04.

3.2 Specification Section Number. Identify each specification section by its UFGS or CSI six-digit identification number. Arrange the sections within their respective Divisions in numerical order.

3.3 Specification Format. Specification sections and paragraphs shall utilize the CSI three-part format (GENERAL, PRODUCTS, EXECUTION). Number the paragraphs using the UFGS number/period paragraph identification system. Do not prefix the section number to the paragraph numbers. Keep the number of paragraph levels to four. The numbering system is illustrated below:

Number/Period System

PART 2 - PRODUCTS

2.1 2.1.1 2.1.1.1 2.1.1.2 2.1.2 2.1.3 2.2

4. EDITING GUIDES. Up-to-date prints of contract drawings must be available to the specification writer while editing the guide specification. The specification writer shall make a thorough study of the contract drawings.

4.1 Prepare and submit the final and corrected final project specifications per the District Office supplemental instructions and Chapter XI of the District AEIM. Include a Submittal Register listing the submittal requirements for each specification section in the project with both the final and corrected final submittals in accordance with ER 415-1-10, Contractor Submittal Procedures, and the District's requirements.

4.2 General and Additional Notes are found in Section 01 00 00 – GENERAL REQUIREMENTS, UFGS general notes, and within each UFGS which will clarify and provide instructions on editing the guide. Strictly follow these instructions. Delete the indexes of individual guides and all notes from the corrected final submittal.

4.3 Deviations for UFGS.

4.3.1 Tailor the UFGS to fit the specific project under design. Only authorized deviations as defined in ER 1110-1-8155 are permitted.

4.3.2 Deviations shall not (a) permit the use of products involving hazards to life or property, (b) reduce competition by eliminating options which have been recognized by USACE as acceptable, (c) violate requirements established by legal precedence, or (d) lead to higher life cycle cost by increasing future maintenance cost, etc.

4.4 Carefully edit the UFGS to fit the actual conditions of the design shown on the drawings. Add additional paragraphs as required to cover all features of the work. Delete all inapplicable portions of the guides. Phraseology of the UFGS should not be changed unless it is clearly evident that such changes must be made to obtain the results desired. The final draft shall completely cover the work to be done and will not contain extraneous material.

Carefully coordinate each specification section with the drawings and with all related sections so that there is no duplication, overlapping, conflicting, or ambiguous statements.

4.5 Contract specifications shall include all optional products and materials contained in the UFGS except where deletions are authorized in the guide specification notes or by ER 1110-1-8155. Regulations prohibit inclusion of additional optional materials without prior justification and approval; prohibit the use of proprietary materials, systems, and processes to the exclusion of other materials, systems, and processes; and prohibit the use of unproved methods or materials.

4.5.1 Brand Name or Equal. Use brand names for products and processes only when absolutely necessary, and then only when the salient physical, functional, or other characteristics are included in the specification.

Always use the words "or approved equal" in connection with brand names. If a brand name is used without the “or approved equal” provision, the contractor is required to supply exactly the brand name item, and without a sole source justification, this would violate the fair and open competition requirements under the Federal Acquisition Regulations (FAR).

4.6 Federal Specifications and MIL specifications have been phased out with a few exceptions. Only those Federal and MIL specifications in the current editions of the UFGS may be used. Industry standards (ASPM, ANSI, UL) should be used to the greatest extent practicable for description of materials.

4.6.1 Type, Grade, Class. Material, equipment and/or end items based on Federal Specifications, ASTM or other industry standards, or other agency standards shall be identified by type, grade, class, etc., as applicable. A reference to a particular publication is usually insufficient.

4.7 Reference shall not be made to the UFGS (such as: "shall conform to UFGS-08 20 01") in the contract specifications. The UFGS are used only for writing contract specifications and are not available to suppliers and contractors. UFGS are guides, not Standard Specifications, even though one of the purposes of these guides is to standardize requirements.

4.8 Reference to Third Party. Avoid references to a third party. The "Contractor", and the "Contracting Officer", are the only contracting parties in a contract. The terms "Contractor" and "Contracting Officer", and in certain instances, "Government" shall be used in the contract specifications.

Make reference to work done "by others" only when that work is not a part of the contract and will be done under another contract. Do not use references to third parties, such as "Air Installations Officer", "Post Engineer", "Architect-Engineer", "Sub-Contractor", and "Engineer" in the contract specifications.

4.9 Cross References. Do not cross reference to other paragraphs by paragraph number. Make reference by paragraph titles to prevent erroneous references due to renumbering.

4.10 References to Drawings. The specification writer must check drawings to insure that features associated with phrases such as "as shown on the drawings", "as indicated", or "as otherwise detailed", etc., are actually shown. If the information is not on the drawings, coordinate with the appropriate technical design specialist to resolve the discrepancy. Use of the search capabilities of the word processing software to assist in locating these phrases within UFGS is recommended.

4.11 Conflicts. Drawing notes and details that conflict with the specifications shall be corrected or deleted. Sizes, thickness, spacings, etc., must agree with the specifications. The UFGS reflect the most current design and detail criteria except for those items for which specific engineering instructions are furnished, in which case, the latter will prevail and the guide shall be altered accordingly. When preparing a color schedule, take particular care to assure that any item listed by brand name complies with the technical requirements of the appropriate specification section.

4.12 Terminology. Terminology used on drawings must match that used in the UFGS. The specification requirements may not be binding if terms used therein do not coincide with those on the drawings.

4.13 Use of "shall", "will", "may", and "should". For mandatory requirements in the specifications use "The Contractor shall". For requirements to be fulfilled by the government use "The Government will".

Use "may" to allow an option. Never use "should" in the specifications.

5. GOVERNMENT-FURNISHED, CONTRACTOR-INSTALLED (GFCI) EQUIPMENT OR MATERIALS.

The General Requirements prepared by the District Office includes the entire list of Government-Furnished, Contractor-Installed (GFCI) items for the contract and includes all information needed by the prospective bidder to determine the cost of handling and installing the GFCI. Such information shall be furnished by the Contractor and should include the quantity of each item to be furnished by the Government; manufacturer's name and model number, size, weight, source (i.e., from storage at project site, f.o.b. railroad cars, or f.o.b. truck); whether the District Office needs to requisition the items; and other pertinent data. Items of installed material or equipment to be relocated from one area or building to another are not considered Government-furnished property and the listing of such items in the General Requirements is not required.

6. INSTRUCTIONS FOR PRINTING SPECIFICATIONS.

6.1 Printing format shall be per the Districts requirements.

6.2 Use of the phrase "Not Used". This phrase is normally utilized as a labor and time saving device. It may be used sparingly in the editing of specifications to continue an existing numbering system to eliminate excessive renumbering of subsequent paragraphs and subparagraphs whenever one or two isolated paragraphs within a text are deleted. Do not use "not used" to account for all unused guide specification paragraphs. Whenever several consecutive or near-consecutive paragraphs are deleted, renumber the remaining paragraphs. Also, do not end sections or paragraphs with "Not Used" subparagraphs.

6.3 Reproduction Quality. The Contractor shall check the final printed copies for reproduction quality before submitting to the District Office. A letter quality printer shall be used.

APPENDIX N

GEOTECHNICAL REPORT

111244/TUC10R005 Page i of iii December 21, 2010 Copyright 2010 Kleinfelder

FOUNDATION DESIGN ANALYSIS

AGE MAINTENANCE FACILITY

DAVIS-MONTHAN AIR FORCE BASE

TUCSON, ARIZONA

Kleinfelder Project No. 111244

Kleinfelder West, Inc.

2015 North Forbes Boulevard, Suite 103 Tucson, Arizona 85745

(520) 628-7769

December 2010

All Rights Reserved

UNAUTHORIZED USE OR COPYING OF THIS DOCUMENT IS STRICTLY PROHIBITED BY

ANYONE OTHER THAN THE CLIENT FOR THE SPECIFIC PROJECT.

111244/TUC10R005 Page ii of iii December 21, 2010

2015 North Forbes Blvd., Suite 103 Tucson, AZ

85745 p| 520.628.7769 f| 520.628.7835 kleinfelder.com

December 21, 2010 File No.: 111244

Mr. Roger Basarich, AIA Project Manager Military & Government Facilities Merrick & Company 6001 Indian School Road NE, Suite 350 Albuquerque, New Mexico 87110

SUBJECT: Foundation Design Analysis

AGE Maintenance Facility Davis-Monthan Air Force Base

Tucson, Arizona

Dear Mr. Basarich:

Kleinfelder is pleased to present our Foundation Design Analysis for the proposed AGE Maintenance Facility to be located at the southeast end of the flightline, off of Ramsgate Road at Davis-Monthan Air Force Base, Arizona. The purpose of our study was to develop geotechnical engineering recommendations for project design and construction of foundations and floor slabs. Results of our design analysis for pavements are being provided under separate cover.

We appreciate the opportunity of providing our services for this project. If you have questions regarding this report or if we may be of further assistance, please contact the undersigned.

Sincerely, KLEINFELDER WEST, INC.

Eric Everts, EIT Scott M. Merry, PhD, PE Staff Professional Senior Geotechnical Engineer

111244/TUC10R005 Page iii of iii December 21, 2010

TABLE OF CONTENTS

Section Page

1 INTRODUCTION

1.1. General

1.2. Project Description

2 FIELD EXPLORATION AND LABORATORY TESTING

2.1. Field Exploration

2.2. Laboratory Testing

3 SITE CONDITIONS

3.1. Geology

3.2. Surface Conditions

3.3. Subsurface Conditions

3.4. International Building Code Site Classification

4 ENGINEERING ANALYSIS AND RECOMMENDATIONS

4.1. General

4.2. Foundation Recommendations

4.2.1. Allowable Bearing Pressures

4.2.2. Foundation Settlements

4.2.3. Resistance to Lateral Loads

4.2.4. Unsuitable Materials

4.2.5. Excavation Observation

4.3. Concrete Slabs on Grade

4.4. Water Soluble Sulfates

4.5. Earthwork

4.5.1. Site Preparation

4.5.2. Fill Materials

4.5.3. Fill Compaction Criteria

4.6. Site Drainage

5 LIMITATIONS

6 REFERENCES

FIGURES

Figure 1 – Vicinity Map Figure 2 – Boring Location Plan Figure 3 – Field and Laboratory Data Versus Depth

APPENDICES

Appendix A – Field Study Appendix B – Laboratory Tests

111244/TUC10R005 Page 1 of 11 December 21, 2010

FOUNDATION DESIGN ANALYSIS

AGE MAINTENANCE FACILITY

DAVIS-MONTHAN AIR FORCE BASE, ARIZONA

1 INTRODUCTION

1.1. General

In this report we present the results of our geotechnical study and Foundation Design Analysis for the proposed AGE Maintenance Facility to be located at the southeast end of the flightline, off of Ramsgate Road at Davis-Monthan Air Force Base, Arizona, as shown on the Vicinity

Map, Figure 1. The purpose of the study was to develop geotechnical engineering recommendations for project design and construction.

Our study included a site reconnaissance, subsurface exploration, representative soil sampling, field and laboratory testing, engineering analyses, and preparation of this report.

This report presents recommendations for design of a suitable foundation type, site grading and structural fill placement, moisture protection, and construction considerations. The recommendations contained in this report are subject to the limitations presented herein.

Attention is directed to the "Limitations" section of this report.

1.2. Project Description

We understand the AGE Maintenance Facility building will be either a pre-engineered metal structure or combination steel frame and masonry, and will have nominal plan dimensions of approximately 125 feet by 130 feet. The maximum anticipated foundation loads provided were

38 kips for columns and 4.3 kips per lineal foot (klf) for the main building walls. Additional developments at the site include driveways, parking, and loading/unloading pavement areas for which analysis is presented in a separate report. We have assumed the proposed floor slab elevation and surrounding pavement grades will be very near those of the existing site grade.

111244/TUC10R005 Page 2 of 11 December 21, 2010

If the proposed construction varies significantly from that described above or depicted elsewhere in this report, we should be notified to reevaluate the recommendations contained herein.

2 FIELD EXPLORATION AND LABORATORY TESTING

2.1. Field Exploration

Subsurface soil conditions at the site were explored on May 27, 2010, by drilling three borings

(identified as AGE-1, AGE-2 and AGE-3) at the approximate locations shown on Exploratory

Boring Plan, Figure 2. The field work consisted of drilling and sampling the subsurface soil to depths of 6 to 31.5 feet below existing site grade. Disturbed samples of site subsurface soils were obtained from the borings at the direction of the Kleinfelder staff professional during drilling. The conditions encountered in the borings were logged by the staff professional.

Disturbed samples of soils were obtained from bulk cuttings and by using a split spoon sampler (outer diameter, Dout = 2 inches and an inner diameter, Din = 1.375 inches) or a modified California sampler (Dout = 3 inches, Din = 2.4 inches). Independent of the sampler type, stiffness and shear strength properties of the subsurface conditions were estimated in-situ with the standard penetration test (SPT). The boring log and a detailed summary of the field study are presented in Appendix A.

2.2. Laboratory Testing

Representative soil samples from the boring were tested in the laboratory to support our field classification and to provide information regarding pertinent engineering properties. The laboratory tests included:

• Sieve Analysis (4 tests);

• Atterberg Limits (4 tests);

• In-Situ Moisture Content (4 tests);

• In-Situ Density (4 tests);

• Modified Proctor (1 test);

111244/TUC10R005 Page 3 of 11 December 21, 2010

• California Bearing Ratio (CBR) (3 points);

• Swell/Collapse Potential (3 tests); and

• Soluble Sulfate Content (1 test).

Detailed descriptions of the test procedures and the test results are presented in Appendix B.

3 SITE CONDITIONS

3.1. Geology

The project site is located in the Basin and Range Physiographic Province (Basin and Range) of Central Arizona. The Basin and Range is characterized by isolated fault-bounded mountain ranges of igneous, metamorphic, deformed sedimentary, and volcanic rock separated by broad alluvium-filled valleys. The rock units are generally of Precambrian age, with erosional remnants of Paleozoic age rocks and local Cenozoic age volcanics and sediments. Bedrock is not exposed in the project vicinity.

The alluvial basin extends to a depth of approximately 12,000 feet below the land surface

(Oppenheimer, 1980). The alluvium consists of consolidated to unconsolidated sand and gravel, with local discontinuous lacustrine deposits of clay and silt. Sedimentary deposits found in the Tucson Basin can be divided into four general stratigraphic units; from oldest to youngest, the sequence includes the following: the Pantano Formation of Oligocene age; the

Tinaja beds of Miocene and Pliocene age; the Fort Lowell Formation of Pleistocene age; and the recent alluvium of late Pleistocene and Holocene age.

3.2. Surface Conditions

The project site is bounded to the northwest and southeast by native desert, to the northeast by a construction staging area just beyond the existing flightline fence, and to the southwest by

Ramsgate Road.

111244/TUC10R005 Page 4 of 11 December 21, 2010

At the time of our field study, the site was mostly undeveloped and sparsely vegetated with native desert vegetation. The topography across the site is generally flat and is at an elevation of approximately 2,676 feet based on the North American Vertical Datum of 1988 (NAVD88).

The site slopes gradually down to northeast and southeast. A shallow drainage ditch runs along the north side of Ramsgate Road.

3.3. Subsurface Conditions

The subsurface soils encountered at the site generally consisted of clayey sand (SC) in the upper 10…