11R0004_Am11.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

2. AMENDMENT/MODIFICAITON NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicble)

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICIATION NO.

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended, is not extended.

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 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT 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 your 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.

12. ACCOUNTING AND APPROPIRATION DATA (If required)

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS.

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

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

NO. IN ITEM 10A.

B. 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)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

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.

15C. DATE SIGNED

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

16C. DATE SIGNED

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

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

PAGE OF PAGES

6. ISSUED BY CODE

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

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

NSN 7540-01-152-8070

Previous edition unusable

0011 Mar 4, 2011

US Army Corps of Engineers Los Angeles District P.O. Box 2711 Los Angeles, CA 90017

US Army Corps of Engineers Los Angeles District P.O. Box 2711 Los Angeles, CA 90017

W912PL-11-R-0004

Dec 15, 2010

FY11 Design and Construction of the Aerospace Maintenance and Regeneration Group (AMARG), Hangar, Davis-Monthan AFB, Arizona

AMENDMENT 0011 is issued to extend the Bid Acceptance Period from 90 days to 120 days.

Please see the attached sheet for changes.

PROPOSAL DUE DATE IS EXTENDED FROM 9 MARCH 2011 TO 18 MARCH 2011

INSTRUCTIONS

Instructions for items other than those that are self-explanatory, are as follows:

Item 1 (Contract ID Code) . Insert the contract type identification code that appears in the title block of the contract being modified.

Item 3 (Effective date) .

(1)

(2)

(3)

(4)

(5)

For a solicitation amendment, change order, or administrative change, the effective date shall be the issue date of the amendment, change order, or administrative change.

For a supplemental agreement, the effective date shall be the date agreed to by the contracting parties.

For a modification issued as an initial or confirming notice of termination for the convenience of the Government, the effective date and the modification number of the confirming notice shall be the same as the effective date and modification number of the initial notice.

For a modification converting a termination for default to a termination for the convenience of the Government, the effective date shall be the same as the effective date of the termination for default.

For a modification confirming the contacting officer's determination of the amount due in settlement of a contract termination, the effective date shall be the same as the effective date of the initial decision.

(a)

(b)

(c)

(d)

(e)

(f)

Item 6 (Issued By) . Insert the name and address of the issuing office. If applicable, insert the appropriate issuing office code in the code block.

Item 8 (Name and Address of Contractor) . For modifications to a contract or order, enter the contractor's name, address, and code as shown in the original contract or order, unless changed by this or a previous modification.

Item 9, (Amendment of Solicitation No. - Dated), and 10, (Modification of Contract/Order No. - Dated ). Check the appropriate box and in the corresponding blanks insert the number and date of the original solicitation, contract, or order.

Item 12 (Accounting and Appropriation Data) .

When appropriate, indicate the impact of the modification on each affected accounting classification by inserting one of the following entries.

(2) Accounting classification Net decrease $

Include subject matter or short title of solicitation/contract where feasible.

Item 16B . The contracting officer's signature is not required on solicitation amendments. The contracting offier's signature is normally affixed last on supplemental agreements.

(i)

NOTE: If there are changes to multiple accounting classifications that cannot be placed in block 12, insert an asterisk and the words "See continuation sheet".

Item 13 . Check the appropriate box to indicate the type of modification. Insert in the corresponding blank the authority under which the modification is issued. Check whether or not contractor must sign this document. (See FAR 43.103.)

Item 14 (Description of Amendment/Modification) .

Organize amendments or modifications under the appropriate Uniform Contract Format (UCF) section headings from the applicable solicitation or contract. The UCF table of contents, however, shall not be set forth in this document Indicate the impact of the modification on the overall total contract price by inserting one of the following entries:

Total contract price increased by $

Total contract price decreased by $

Total contract price unchanged.

State reason for modification.

When removing, reinstating, or adding funds, identify the contract items and accounting classifications.

When the SF 30 is used to reflect a determination by the contracting officer of the amount due in settlement of a contract terminated for the convenience of the Government, the entry in Item 14 of the modification may be limited to --

A reference to the letter determination; and

A statement of the net amount determined to be due in settlement of the contract.

(g)

(h)

(i)

(ii)

(1)

(2)

(3)

(4)

(5)

(6)

(i)

(ii)

(iii)

STANDARD FORM 30 (REV. 10-83) BACK

(1) Accounting classification Net increase $

W912PL-11-R-0004

Amendment No. 0011

1. 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

SF 1442, Entire Document SF 1442, Entire Document

00010, Entire Document 00010, Entire Document

01 10 10, Pgs. 28-48 01 10 10, Pgs. 28-48

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

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)

W912PL-11-R-0004

X

4 MAR 2011 1 OF 2

DACA63

U. S. Army Corps of Engineers Los Angeles District CESPL-CT-E, East Region Branch P. O. Box 532711 Los Angeles, CA 90053-2325

SEE BLOCK 7

Ms Sandra Oquita (213) 452-3249

FY11 Design and Construction the FY11 Aerospace Maintenance and Regeneration Group (AMARG), Hangar, Davis-Monthan AFB, Arizona This project will consist of One new 7,130 total square meters (76,707 square feet) high-bay hangar is required to support maintenance, repair, and inspection for planned Air Force regeneration/reclamation of C-130, KC-135, and P-3 aircraft to support Foreign Military Sales along with returning aircraft to DoD services and other federal and state agencies. This project will provide maintenance space with clear height of 52 feet to house two KC-135 aircraft. The facility will support fuel cell work, aircraft jacking, landing gear removal and replacement, engine removal/installation, flight control rigging and Technical Order (TO) procedures required to survey and repair air frame distortion and warping. Additional support space (included in the 76,707 square feet total) is needed for a TO library, records storage, tool cribs, and equipment storage. The project also includes grading, support utilities, a parking lot, entry drive, landscaping, interior finishes and demolition of Building 7413 (1,342 square meters [13,438 square feet]).

Estimated Cost Range is $10 to $25 Million This procurement is being solicited as Best Value Trade-Off. The goals are as follows: 50.0% with Small Business, 17% with Small Disadvantaged Business, 18% with Women-Owned Small Business, 10% with HubZone Small Business, 8.5% with Veteran-Owned Small Business, and 4.0% with Service-Disabled Veteran-Owned Small Business. THIS PROCUREMENT MAY BE DELAYED, CANCELLED OR REVISED AT ANY TIME DURING THE SOLICITATION, EVALUATION AND/OR FINAL AWARD PROCESS.

10 720

X X See Section 00800 x 10

Sec 0110 2:00 PM

18 MARCH 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

DUNS NO.: TAX ID NO.:

CAGE CODE NO.:

( ) - ; FAX ( ) -

SEE PRICING SCHEDULE, SECTION 00010

SECTION 00010 - 1

SECTION 00010 - PRICING SCHEDULE

Item Unit No. Description Quantity Unit Price Amount

BASE BID

0001 Total Cost of Design for

AMARG Hangar Including All Site Work, Complete

LS

0002 Total Cost of Construction for AMARG Hangar Within Building 5’-0” Line, Complete

0003 Total Cost of Construction for AMARG Hangar Outside the Building 5’-0” Line, Including Site Demolition, Grading, Stoops, Sidewalks, Access Drives, Parking Lot, Covered Parking, Curb and Gutter, Flexible Paving, Rigid Pavement, Striping, Dumpster Pad and Enclosure, Bike Rack, Landscaping, Irrigation, Utilities, Storm Drainage System, Pond, Lighting, Signage, and All Work Not Separately Listed, Complete

SECTION 00010 - 2

BASE BID (Cont’d)

0004 Total Cost of Demolition of Buildings 7410, 7411, 7412, 7413, and 7416, Foundations, and Associated Utility Services and All Work Not Separately Listed, Complete.

0005 Total Cost of Construction for Portland Cement Concrete Airfield Pavement, Complete

0006 Total Cost of Construction for Subgrade and Aggregate Base Course For Portland Cement Concrete Airfield , TOTAL AMOUNT – BASE BID $

BID OPTION NO. 1

0007 Total Cost of Design for

LEED Gold, Complete

0008 Total Cost of LEED Gold

Certification Including Increased Construction Cost and Certification Fees, Complete

TOTAL AMOUNT – BID OPTION NO. 1 $

SECTION 00010 - 3

BID OPTION NO. 2

0009 Total Cost of Design for

Additional Portland Cement Concrete Airfield

0010 Total Cost of Construction for Additional Portland Cement Concrete Airfield , 0011 Total Cost of Construction for Additional Subgrade and Aggregate Base Course For Portland Cement Concrete Airfield , TOTAL AMOUNT – BID OPTION NO. 2 $

BID OPTION NO. 3

0012 Total Cost for Design and

Construction of 80 KVA Photovoltaic System on Raised POV Covered Parking Structure, Complete

TOTAL AMOUNT – BID OPTION NO. 3 $

(11)

SECTION 00010 - 4

RECAPITULATION

1. TOTAL AMOUNT - BASE BID $

2. TOTAL AMOUNT – BID OPTION NO. 1 $

3. TOTAL AMOUNT – BID OPTION NO. 2 $

4. TOTAL AMOUNT – BID OPTION NO. 3 $

5. TOTAL AMOUNT - BASE BID AND BID OPTIONS NO. 1,2 and 3 $

BIDDERS NOTES

1. EVALUATION: The Government intends to issue a task order resulting from the

Request for Proposal (RFP) to the responsible Offeror whose proposal represents the Best Value to the Government by using the Trade-Off procedure as described in Sections 00110 and 00120.

2. Award of all Base Bid and Options Items will be made to one offeror. Prices must be submitted on all individual items of the Price Schedules. Offeror must propose on all items. Failure to do so may cause the proposal to be determined unacceptable.

3. Performance Period: The Offeror shall complete and propose on all Base Bid and Options items in the Price Schedule to correspond with the completion time in calendar days after receipt of Notice To Proceed (NTP) as specified in Section 00800, Special Contract Requirements, Clause 52.211-10, Commencement, Prosecution and Completion of Work.

4. All extensions of the unit prices shown will be subject to verification by the Government. In case of variation between the unit price and the extension, the unit price will be considered to be the offered amount.

5. If a modification to a price is submitted which provides for a lump sum adjustment to the total amount, the application of the lump sum adjustment to each item in the Price Schedule must be stated. If it is not stated, the offeror agrees that the lump sum adjustment shall be applied on a pro rata basis to every item in the Price Schedule.

6. The Offeror shall distribute his indirect costs (overhead, profit, bond, etc.,) over all items in the Price Schedule. The Government will review submitted Price Schedule for any unbalancing of the items. Any submitted Price Schedule determined to be unbalanced may cause the bidder to be ineligible for contract award.

(8)

(8)

SECTION 00010 - 5

7. The Lump Sum (LS) line items are not “estimated quantity” line items and therefore are not subject to the Variation in Quantity contract clause.

8. 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.

9. 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.

10. 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.

11. PROGRESS PAYMENT REQUESTS made by the Contractor pursuant to the provisions of Contract Clause, PAYMENTS UNDER FIXED-PRICE CONSTRUCTION CONTRACTS, shall be submitted on ENG FORM 93 to the administration office as designated in Block 26, Standard Form 1442 Back, Solicitation, Offer and Award. ENG FORM 93 shall be submitted to that office on the 20th day of each month in appropriate form and certified. Photocopies of the form shall be furnished on that same date to the Corps of Engineers offices designated at the Pre-Construction Conference.

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.

SECTION 00010 - 6

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 Congress, in authorizing and funding this contract, has established certain cost limitations for the project. The current authorization for the complete construction of AMARG HANGAR, Project Number FBNV063501, $20,000,000.00 including Base Bid and all Optional Items. Proposals that exceed these funding limits may be rejected. Submission of desirable additional features exceeding minimum requirements may be considered as long as award can be made within the established funds.

17. 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 90 calendar days after NOTICE TO AWARD. No additional time for contract completion will be allowed when an option item is exercised. 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.”

18. 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 00800.

19. Contractor is required to fill in CAGE CODE and DUNS NUMBER (Reference

Section 00700, entitled “Central Contractor Registration” (Apr 2008) in Block No 15 on Standard Form 1442, Name and Address Block (Cage Code under Cage and DUNS No. under Duns respectively).

20. PLEASE NOTE: The Contractor agrees to attend any Post Award conference convened by the contracting activity or contract administration in accordance with Federal Acquisition Regulation subpart 42.5.0

21. CONTRACTOR PERFORMANCE EVALUATIONS. In accordance with the provisions of Subpart 36.201(Evaluation of Contractor Performance) of the Federal Acquisition Regulation (FAR), construction contractor’s performance shall be evaluated throughout the performance of the contract. The United States Army Corps of Engineers (USACE) follows the procedures outlined in Engineering Regulation 415-1-17 to fulfill this FAR requirement. For construction contracts awarded at or above $100,000.00, the USACE will evaluate contractor’s performance and prepare a performance report using the Construction Contractor Appraisal Support System (CCASS), which is now a web-based system. After an evaluation (interim or final) is written up by

(7) (7)

SECTION 00010 - 7

the USACE, the contractor will have the ability to access, review and comment on the evaluation for a period of 30 days. Accessing and using CCASS requires specific software, called PKI certification, which is

22. installed on the user’s computer. The certification is a Department of

Defense requirement and was implemented to provide security in electronic transactions. The certification software could cost approximately $110 - $125 per certificate per year and is purchased from an External Certificate Authorities (ECA) vendor. Current information about the PKI certification process and for contacting vendors can be found on the web site:

http://www.cpars.navy.mil/. If the Contractor wishes to participate in the performance evaluation process, access to CCASS and PKI certification is the sole responsibility of the Contractor.

23. PLEASE NOTE: PROSPECTIVE OFFERORS SHOULD SUBMIT CONTRACTING AND TECHNICAL

INQUIRIES AND QUESTIONS RELATING TO PROPOSAL PROCEDURES ARE TO BE SUBMITTED

VIA BIDDER INQUIRY IN PROJNET AT WWW.PROJNET.ORG.PROJNET REFER TO SECTION

00100, CLAUSE NO. 52.0000-4010, ENTITLED, “INQUIRIES”.

24. ACCRUALS. In accordance with USACE Engineer Financial Regulation (ER) 37-

1-30, and other applicable Federal and DOD financial accounting standards, the Contractor must assist government personnel with providing reasonably accurate estimates of the value of goods and/or services rendered to the Government pursuant to this contract for each calendar month during which goods and services are delivered. Standard forms and instructions will be provided by the Government to assist with meeting this requirement. These monthly estimates, which facilitate timely entry of accruals, must be received by the Government on or before four (4) business days prior to each calendar month-end.

SECTION 00010 - 8

CERTIFICATE OF CORPORATE PRINCIPAL

1) IF THE OFFEROR IS A JOINT VENTURE, COMPLETE THE FOLLOWING:

(Company Name) (Signature) (Title)

(Company Name) (Signature) (Title)

(Company Name) (Signature) (Title)

2) IF THE OFFEROR IS PARTNERSHIP, LIST FULL NAME OF ALL PARTNERS:

(Company Name) (Signature) (Title)

(Company Name) (Signature) (Title

(Company Name) (Signature) (Title)

3) IF THE OFFEROR IS A CORPORATION, THE FOLLOWING CERTIFICATION SHOULD BE

COMPLETED:

CERTIFICATION AS TO CORPORATE PRINCIPAL

I, , certify that I am the Secretary of the corporation named as principal in the within contract; that , who signed the said contract on behalf of the principal, was the of the corporation; that I know his signature and that his signature is genuine; and that said contract was duly signed, sealed and attested for in behalf of said corporation by authority of its governing body.

CORPORATE PRINCIPAL

CORPORATE SEAL

SECRETARY

01 10 10 - 28

5. ARCHITECTURAL DESIGN

5.1 Scope.

5.1.1 Conceptual Design. Develop a conceptual design for a 2-bay maintenance hangar and supporting functional areas described in this RFP and site development based on the DD 1391 authorized scope of 7130 square meters (76746 square feet) and the conceptual drawings included in this RFP.

5.1.2 Building Design. This will be a high-visibility flagship AMARG hangar facility, accommodating VIP visitors in a two-story administration section with an observation deck overlooking the activities on the complete clear span double-wide hangar floor. Develop floor plans based on the conceptual drawings included in this RFP document and the standards referenced under paragraph 5.2. Exterior building elevations shall be in accordance with the Davis-Monthan Air Force Base "Design Compatibility Standards" and shall follow the conceptual elevations included in this RFP. Note that the hangar bay shall be framed with a single bow-truss/barrel vault span. This is a requirement and no other structural concept for the hangar bay is permitted.

After award, revisions to the floor plan may be required by the Air Force to better meet functional and programmatic requirements.

5.1.3 LEED Requirements. This project is required to be LEED Silver Certified per the USGBC LEED-NC 3.0 Rating System. A preliminary checklist is included in Section 01 33 29. This checklist is provided only as “information available to bidders”, indicating the points that the developers of this RFP anticipate are achievable. The proposers must develop and submit a preliminary checklist indicating the points they anticipate achieving. The contractor is responsible for the LEED NC registration, design and construction documentation via LEED Online credit templates, submittal to GBCI for review, responding to inquiries from the GBCI until Silver certification (Gold if the bid option is exercised) is achieved, and payment of all fees related to these activities.

5.1.3.1 ACC Scorecard. During design, the contractor shall provide a completely annotated HQ ACC Sustainability Scorecard (September 2009) as well as annotations, calculations, and references to the scorecard/checklist items that are statutory requirements for Federal construction projects.

5.1.3.2 LEED Bid Option. One of the bid options requires achieving LEED Gold Certification. Proposers must develop and submit a preliminary checklist for attaining this level of certification.

5.1.3.3 Eco-charrette. After award, during the intial design effort, the contractor shall conduct an “eco-charrette” to focus on the USAF require/desired and LEED prerequisite checklist items to be achieved. At the end of the eco-charrette, the contractor shall provide an updated set of checklists (ACC and LEED) as part of the LEED NC implementation plan, prior to the start of design.

01 10 10 - 29

5.2 Applicable Standards. Note: the latest edition is to be used.

BASE STANDARDS AND PLANNING DOCUMENTS

5.2.1 Design Compatibility Standards for Davis-Monthan Air Force Base, Arizona, latest version, all addenda and all appendix sections.

AIR FORCE STANDARDS

5.2.2 Air Force Handbook 32-1084, 1 September 1996, Facility Requirements.

5.2.3 Air Force Instructions 32-7063, Air Installation Compatible Use Zone Program.

5.2.4 Air Force Instruction 31-101, Air Force Installation Security Program

(FOUO).

5.2.5 Air Force Joint Manual 32-1071 Vol. 1, Security Engineering Project Development (FOUO).

5.2.6 Air Force Joint Manual 32-1071 Vol. 2, Security Engineering Concept Design (FOUO).

5.2.7 Air Force Joint Manual 32-1071 Vol. 3, Security Engineering Final Design (FOUO).

5.2.8 UFC 3-120-01 Air Force Sign Standard.

ARMY STANDARDS

5.2.9 Army Engineer Technical Letters, 1110-3-451, Pre-cast Architectural Concrete.

5.2.10 Army Engineer Technical Letters, 1110-3-491, Sustainable Design for Military Facilities.

5.2.11 Army Technical Manual, 5-805-4, Noise and Vibration Control.

5.2.12 Army Technical Manual, 5-805-6, Joint Sealing for Buildings.

5.2.13 Army Technical Manual, 5-805-8, Builder’s Hardware.

5.2.14 Army Technical Manual, 5-805-14, Roofing and Waterproofing.

PHYSICAL AND INFORMATION SECURITY

5.2.15 UFC 4-010-01 DoD Minimum Antiterrorism Standards for Buildings, 8 October 2003 Including change 1, 22 January 2007.

5.2.16 UFC 4-010-02 DoD Minimum Antiterrorism Standoff Distances for Buildings (FOUO), 8 October 2003 Including change 1, 19 January 2007.

01 10 10 - 30

BUILDING CODES

5.2.17 International Code Council (ICC), International Building Code 2006.

5.2.18 National Fire Protection Association, NFPA 10, Portable Fire Extinguishers, latest edition.

5.2.19 National Fire Protection Association, NFPA 80, Fire Doors and Fire Windows, latest edition.

5.2.20 National Fire Protection Association, NFPA 80A, Protection from Exterior Fire Exposure, latest edition.

5.2.21 National Fire Protection Association, NFPA 101, Life Safety Code, latest edition.

5.2.22 National Fire Protection Association, NFPA 203, Roof Coverings/Roof Deck, latest edition.

5.2.23 National Fire Protection Association, NFPA 220, Types of Building, Construction, latest edition.

5.2.24 National Fire Protection Association, NFPA 231, General Storage, latest edition.

5.2.25 UFC 1-200-01 General Building Requirements, 27 November 2007 Including change 1, 7 May 2009.

5.2.26 UFC 3-600-01 Fire Protection Engineering for Facilities.

ACCESSIBILITY STANDARDS

5.2.27 United States Access Board, ADA and ABA Accessibility Guidelines, July 23, 2004, ABA Chapters 1 and 2, and ADA/ABA joint chapters 3 through 10.

INDUSTRY STANDARDS

5.2.28 Gypsum Association Fire Resistance Design Manual, latest edition.

5.2.29 Tile Council of America Handbook for Ceramic Tile Installation, latest edition.

5.2.30 United States Green Building Council (USGBC), LEED Reference Guide for Green Building Design and Construction, 2009 Edition.

SPECIFICATIONS AND CONSTRUCTION DOCUMENT STANDARDS

5.2.31 U.S. Army Corps of Engineers Southwestern Division Architectural and Engineering Instructions Manual (CESWD-AEIM), latest edition.

01 10 10 - 31

5.2.32 Uniform Facility Guide Specifications (UFGS), latest editions.

5.3 Design Criteria

5.3.1 Code and Performance Related

5.3.1.1 Life Safety. This facility shall be designed to meet or exceed the minimum construction and life safety standards as specified by UFC 1-200-01 General Building Requirements and the NFPA 101 Life Safety Code.

Requirements for the fire resistance of wall, ceiling and floor assemblies shall be in accordance with the International Building Code (IBC).

5.3.1.2 Fire Protection. Fire Department access shall be provided on at least three sides of each building. The minimum allowable construction type, per UFC 3-600-1, shall be Type II, non-combustible construction. The building shall be fully sprinklered. Provide a Knox Box Entry System, Model 3200 Series with a hinged door, part no. 3275, recessed, color to be black.

Location shall be a minimum of 5 feet to the left of the main entry door to the facility. Installed box with bottom of box 5 feet above finished grade.

Maintain clear access to the box.

5.3.1.3 Antiterrorism/Force Protection. The facility be designed to incorporate minimum construction standards in accordance with the DoD Antiterrorism/Force Protection Minimum Standards and all security engineering documents referred to in this RFP.

5.3.1.4 Barrier Free Design. The facility shall be fully accessible in accordance with the requirements of the ADA/ABA Accessibility Guidelines.

5.3.1.5 Energy Conscious Design. Passive solar design shall be limited to building orientation, thermal mass, roof color, building color, door and window orientation, window glazing, solar shading, and shade trees. Thermal insulation shall be provided in accordance with the mechanical design requirements.

5.3.1.6 Acoustical Design. Walls separating the administrative areas from the hangar bays shall be designed and constructed using tested assemblies rated with a Sound Transmission Class (STC) of at least 49. Walls enclosing offices, toilet rooms and kitchens shall be designed and constructed with a minimum STC of 45. Utility outlets and ductwork penetrations shall not compromise the acoustical integrity of the wall assemblies.

5.3.1.7 Interior Design. Structural interior design (SID) services are required under this contract. SID submittals consist of color boards. See Section 01 01 20 of this RFP for submittal requirements.

5.3.2 Functional and Programmatic Requirements.

5.3.2.1 External Activities. In addition to the main entrance to the central administrative portion of the facility, a second formal entrance is required for direct access to the T.O. Library and Records Storage area.

Vehicular and pedestrian access shall be provided as required by the civil

01 10 10 - 32 requirements of this RFP. Personnel will access the facility by government and privately owned vehicles, bicycles and by walking from other nearby facilities. Paved stoops and access shall be provided for all exit doors and exterior mechanical or electrical equipment room doors.

5.3.2.2 Internal Activities. In addition to the typical repair and maintenance activities common to all maintenance hangars, this facility includes significant administrative functions. A large T.O. Library and Records Storage area with dedicated library and storage clerks, contractor personnel and a visitor review area operates as an AMARG resource. A large contingent of QA personnel, planners and analysts as well as (3) Directors.

The three Directors are Squadron Commander equivalents. There will be approximately (80) aircraft maintenance personnel working two shifts in this facility in addition to the office workers.

5.3.2.3 Space Characteristics. The following paragraphs describe spaces with unique features. Refer to the Room Data Sheets in the appendix for additional information on all spaces.

5.3.2.3.1 Hangar Bays. The hangar bay in this project is required to accommodate various aircraft layouts with tie-down and ground rods throughout the floor to accommodate other aircraft types. The most stringent space requirements are for accommodating (2) KC-135 and alternately (2) C-130 aircraft side-by-side. Note that the KC-135 has a taller tail section while the C-130 has a longer wingspan. Both aircraft must be accommodated in accordance with Air Force Handbook 32-1084 requirements for clearances. To allow the most flexibility in accommodating other aircraft, the entire floor area of the double-hangar bay shall be a clear span with absolutely no structural elements violating this space. The bay will be configured with two nose-dock areas aligned for the KC-135 and C-130 aircraft, each with a sectional overhead door for the towing vehicle to exit for return to the flight-line as well as to re-enter for pushing the aircraft out of the hangar. The sectional doors shall be nominally 12’ x 12’. The sectional doors, as well as the exterior walls on both sides of the nose docks, shall be glazed to the greatest extent possible to allow viewing the nose of the aircraft from the front of the facility.

5.3.2.3.1.1 Foam Storage Rooms. The foam storage rooms, scheduled at 200 NSF each, are for the storage and repair of fuel cell bladder foam (not fire suppression foam) and shall be located immediately accessible off of the nose dock areas.

5.3.2.3.1.2 Government Furnished Storage Systems. The hangar bay shall accommodate (4) government furnished, contractor installed, vertical storage cabinets located against the front wall in front of the wings. Two cabinets will be located on each side of the front wall as shown on the conceptual drawings. Since powered equipment in the hangar bay must be explosion proof or no lower than 18” above the floor, this will require (2) 18” high platforms with steps and handrails. Explosion-proof electrical disconnects with padlocks will need to be located adjacent to the storage cabinets to lock-out the equipment during fuel cell operations.

01 10 10 - 33

5.3.2.3.2 Tool Crib. The tool crib requires an 8 foot long pass-thru opening and tool check-out counter facing the hangar and an adjacent double man-door. The tool crib requires a fire-separation from the hangar bay.

Therefore, the pass-thru opening requires a fire-shutter connected to the fire alarm system or a vestibule providing the fire-rated separation. In both scenarios the fire-shutter or the vestibule must be lockable for securing the tool crib when not occupied.

5.3.2.3.3 Observation Deck. The second floor of the facility shall incorporate a large internal observation deck which allows VIP visitors as well as administrative staff to observe the entire hangar floor. The deck shall be open to the hangar with guardrails and a stair directly down to the hangar floor. While direct access from the second floor offices is required, a two-hour masonry firewall is required to separate the deck from the administrative spaces on the second floor.

5.3.2.3.4 Technical Order Library and Records Storage. This area is comprehensive in its coverage of all of the aircraft with which AMARG works.

All maintenance records for all of the aircraft at AMARG will be stored here.

It will also be a resource for all of AMARG and shall have its own entry on the front of the facility. It shall include restrooms and a coffee bar to allow the area to function independently of the rest of the facility. It also requires a secure room for the storage of classified T.O.s. This secure room shall be built to SCIF standards and should be located remote from the rest of the TO library to isolate it from un-cleared contract staff.

5.3.2.3.5 Secure Storeroom Area. This area is a large room with multi-tiered storage shelves for controlled aircraft parts. A portion of the room will contain “Robo Crib” computer operated storage bins (government furnished and installed) during fuel cell work.

5.3.2.3.5.1 Future mezzanine. The secure storeroom will be modified at a later date to accommodate a mezzanine. As shown on the conceptual drawings, the storeroom is located in an area with enough clearance to structure to accommodate a future mezzanine and is adjacent to the hangar bay. This condition and adjacency must be preserved in the proposed design. Access to the mezzanine will be via a steel stair in the hangar bay and a fire-rated door through the wall between the hangar bay and the storeroom. The proposed design shall show these features as future work, not in contract, to ensure that the design accommodates the future work. Under this contract, provide a blocked-out area with a lintel to facilitate the future door.

5.3.2.3.6 Locker Rooms and Showers. This facility requires that the locker rooms and showers be configured to allow both clean-side access and soiled-side access. Staff shall be able to access the area from the administrative areas (clean-side) for use as a restroom. Maintenance workers beginning their shift will access this area from the clean-side in their regular clothes, change into their work clothes including a disposable suit, and proceed to the hangar bay (soiled-side). At the end of their shift, they will enter from the hangar bay through a vestibule equipped with air-jets to rinse contaminants off of the disposable suits, remove and discard the suits, proceed into the locker area to shower before changing back into their regular clothes, and finally leave through the clean-side. Note that the

01 10 10 - 34 vestibule can be shared by the two locker rooms since only the outer disposable suit is removed.

5.3.2.3.6.1 29 CFR References. The locker rooms and showers must comply with the requirements of 29 CFR 1910.141 SANITATION and 1910.1026 CHROMIUM.

5.3.2.3.6.2 Hangar Bay Access Independent of Locker Rooms. Provide a separate internal access from the main administrative areas on the first floor directly to the hangar bay to allow non aircraft maintenance personnel to circumvent the locker rooms. In the conceptual plans this is shown as a short corridor next to the women’s locker rooms. Alternative solutions should be explored as this is currently wasted space. However, this access cannot require exiting the building to re-enter the hangar.

5.3.2.3.6.3 Shower Fixtures. Each locker room shall include (6) showers for a total of (12) showers. One shower in each locker room shall be accessible per the ADA and ABA Accessibility Guidelines. The shower stalls shall be constructed with terrazzo shower pans and resinous solid surface walls.

5.3.2.3.7 Break Room. The break room shall include at a minimum 20 linear feet of casework with lower cabinets, countertop and upper cabinets. The casework shall incorporate a double-compartment sink, two built-in microwaves, and space and receptacles for four additional counter-top microwaves. An additional water line tap shall be plumbed for a commercial counter-top coffee maker. The break room configuration shall incorporate space for two full-size commercial refrigerators (approximately 8 LF by 3 FT deep for the pair), space for a free-standing commercial ice-maker, and space for two vending machines.

5.3.2.3.8 Recycling Room. A single recycling room, as well as recycling bins, is required in accordance with the LEED Rating System Materials and Resources prerequisite.

5.3.2.3.9 Exterior Hazardous Storage Satellite Accumulation Point. A covered external area of 400 SF shall be provided for the initial accumulation of hazardous materials awaiting removal from the area. The area shall be fenced in with a lockable gate, minimum opening width of 10 feet, and completely covered with a roof, soffit and fascia matching the primary facility. Note that as a covered area it will count as half-scope (200 SF) against the maximum GSF for the project. This area shall be located adjacent to the fuel bowser holding area (see Civil requirements).

5.3.2.3.10 Open Office Areas. Within the program, spaces indicated to be 64 SF are intended to be part of open office areas. The conceptual drawings included with this RFP show these offices as 8’x8’ cubicles with nominal 2” thick systems furniture panels. The systems furniture currently in use by AMARG is Haworth. The government may decide to provide separate funds to the successful bidder to purchase the furniture from the specified systems furniture vendor (to be installed by the vendor). While the systems furniture will be provided under a separate contract, the design under this project must demonstrate that it will accommodate these space requirements with adequate circulation. The conceptual drawings also show file, printer and copier areas as systems furniture integrated into the open office areas.

01 10 10 - 35

5.3.2.3.11 Electric Water Coolers. Locate a pair of EWCs in the TO area (Area B in the conceptual plans), a pair on both the first and second floors of the central administrative area (Area A in the conceptual plans), and one EWC in the secure storage/building services portion of the facility (Area C in the conceptual plans). Provide additional EWCs as required by code. Note that per regulation, EWCs are not allowed in the hangar bay.

5.3.2.4 Space Adjacencies. Floor plan adjacencies are illustrated in the schematic plans included in this RFP. After award, revisions to the floor plan may be required to provide optimum functional adjacencies and provision of dedicated utility and communication rooms.

5.3.2.5 Space Allocations. The following table summarizes the functional space requirements for the facility. Note that the final floor plan must be a minimum of 76,746 SF (7130 SM).

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SF SM Occ. SF SM Occ.

1 Hangar Bay 25000 2322.58 25 2 50000 4645.15 50 2 Foam Storage 200 18.58 2 400 37.16

3 Tool Crib 600 55.74 1 600 55.74 4 Tool Crib CP Stations 30 2.79 4 120 11.15 5 Tool Crib Clerk 64 5.95 1 3 192 17.84 3 6 Men's Locker Room 620 57.60 1 620 57.60 7 Women's Locker Room 525 48.77 1 525 48.77 8 Men's Showers (6) 270 25.08 1 270 25.08 9 Women's Showers (6) 250 23.23 1 250 23.23

10 TODO 64 5.95 1 1 64 5.95 1

11 Records Clerk 64 5.95 1 4 256 23.78 4

12 *** EMPTY *** 64 5.95 1 1 64 5.95 1

13 TO Contractor 64 5.95 1 6 384 35.67 6 14 Visitor Review Area 100 9.29 1 100 9.29 15 Technical order storage 1000 92.90 1 1000 92.90 16 Record Storage - A.F. 1100 102.19 1 1100 102.19 17 Record Storage - Navy 850 78.97 1 850 78.97 18 Classified Storage (remote) 100 9.29 1 100 9.29

19 Lobby/Waiting 200 18.58 1 1 200 18.58 1 20 Squadron Deputy Director 150 13.94 1 1 150 13.94 1 21 Production Flight Chief 150 13.94 1 1 150 13.94 1 22 Support Flight Chief 150 13.94 1 1 150 13.94 1 23 1st Line Supervisors 120 11.15 1 4 480 44.59 4 24 PSF Flight Chief 150 13.94 1 1 150 13.94 1 25 Admin 64 5.95 1 1 64 5.95 1 26 Squadron Analyst 64 5.95 1 1 64 5.95 1 27 Squadron Workloader 64 5.95 1 1 64 5.95 1 28 Files 80 7.43 1 80 7.43 29 Secure Storeroom 1200 111.48 1 1200 111.48 30 Conference Room 300 27.87 1 300 27.87

31 Mechanical Room 2866 266.26 1 2866 266.26 32 Fire Supression 120 11.15 1 120 11.15 33 Electrical 120 11.15 1 120 11.15 34 Communications 120 11.15 1 120 11.15 35 NIPRNet 120 11.15 1 120 11.15 36 Restrooms 200 18.58 2 400 37.16 37 Janitor's Closet 50 4.65 2 100 9.29 38 Vending Area 100 9.29 1 100 9.29 39 Break Room 800 74.32 1 800 74.32 40 Recycling Room 100 9.29 1 100 9.29 41 Elevator & Equipment Room 220 20.44 1 220 20.44

65013 6039.90 77First Floor Totals

ID Space Name Net Areas & Occupants

Totals

FIRST FLOOR

EQUIPMENT AND TOOL STORAGE

TECHNICAL ORDER LIBRARY

ADMINISTRATION

COMMON USE

01 10 10 - 37

SF SM Occ. SF SM Occ.

42 Directors 253 23.50 1 3 759 70.51 3 43 Admin Assistant 64 5.95 1 2 128 11.89 2

44 SQIP 64 5.95 1 1 64 5.95 1

45 VPP 64 5.95 1 1 64 5.95 1

46 CM 64 5.95 1 1 64 5.95 1

47 *** EMPTY *** 64 5.95 1 1 64 5.95 1

48 EN 64 5.95 1 1 64 5.95 1

49 Environmental 64 5.95 1 2 128 11.89 2

50 *** EMPTY *** 64 5.95 1 1 64 5.95 1

51 RSO 64 5.95 1 1 64 5.95 1

52 QA Supervisor 150 13.94 1 1 150 13.94 1 53 QA Inspector 64 5.95 1 15 960 89.19 15 54 Analysis 64 5.95 1 2 128 11.89 2 55 Work Loader 64 5.95 1 1 64 5.95 1

56 SQIP 64 5.95 1 1 64 5.95 1

57 Unit Safety Rep 64 5.95 1 1 64 5.95 1 58 Planners 64 5.95 1 4 256 23.78 4 59 Schedulers 64 5.95 1 4 256 23.78 4 60 Conference Room 625 58.06 1 625 58.06 61 Copy/Print Area 80 7.43 2 160 14.86 62 Filing Area 80 7.43 3 240 22.30 63 Storage 100 9.29 1 100 9.29 64 Observation Deck 620 57.60 1 620 57.60

65 Electrical 64 5.95 1 64 5.95 66 Communications 64 5.95 1 64 5.95 67 NIPRNet 120 11.15 1 120 11.15 68 Restrooms 200 18.58 2 400 37.16 69 Janitor's Closet 50 4.65 1 50 4.65 70 Hazardous Storage Accumulation (Exterior) 200 18.58 1 100 9.29

5948 552.59 43

70961 6592.49 120 8% 5786 537.54

76747 7130.03

ID Space Name Net Areas & Occupants

Totals

Gross Building Area

SECOND FLOOR

ADMINISTRATION

COMMON USE

Second Floor Totals

Total Net Areas Tare

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5.4 Building Systems, Materials, and Equipment.

5.4.1 General. The proposed building systems, material finishes, material colors, and equipment shall be in accordance with the Design Compatibility Standards for Davis-Monthan Air Force Base and the requirements of this RFP.

The Government desires low or no maintenance finish materials to the greatest extent possible. The proposed building systems and material finishes shall at a minimum be specified to conform to the allowable options contained within each of the applicable guide specification sections referenced in this

RFP.

5.4.2 Site Work. Refer to the civil section of this RFP.

5.4.2.1 Covered Parking Photovoltaics. Refer to the civil and electrical sections of this RFP for main requirements for this system. The structure supporting this systems shall utilize a single row of columns with the panel supports cantilevered out from a single beam. The single row of columns shall be positioned to minimize the obstruction to maneuvering in and out of parking spaces.

5.4.3 Concrete. Architectural precast concrete may be used for minor architectural elements such as splash blocks, window sills, window surrounds, and parapet coping.