W912PL22R0007_ConstructSouthWilmotGate_Amendment03.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

03 Jul 19, 2022

USACE-LOS ANGELES DISTRICT

CONTRACTING DIVISION, EAST REGION BRANCH

915 WILSHIRE BLVD, SUITE 1440

LOS ANGELES, CA 90017

W912PL22R0007

Jun 1, 2022

The purpose of this amendment is to:

1. Remove and replace Section 00 20 00

2. Remove and replace Section 01 10 10

3. Remove and replace Price Schedule

4. Remove and replace Standard Form 1442 (Proposal due date extension, 28 July 2022)

5. Provide Septic Field reference for new Bid Item #7

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 $

Construct South Wilmot Gate, Davis-Monthan AFB Pima County, Arizona

W912PL22R0007

VOLUME 1

Am1 Am3

TABLE OF CONTENTS

PROPOSAL SCHEDULE

00 01 05 00 20 00 Am3 00 21 16 Am1Am2 00 22 16 00 45 00 00 70 00 00 73 00 00 73 46

01 01 01 SPECIAL CONTRACT REQUIREMENTS

01 10 10 DESIGN REQUIREMENTS Am3

01 10 12 DESIGN AFTER AWARD

01 11 00

01 14 00 WORK RESTRICTIONS

01 20 00 INTERFACE WITH OTHER WORK

01 22 00.00 10 01 30 00 01 32 01.00 10 01 33 00 01 33 29 01 35 26 01 42 00 01 45 00.00 10 01 45 00.15 10 01 45 35

01 50 00 01 54 00 01 57 19 01 58 00 01 72 80 01 74 19

01 78 00

01 78 23 OPERATION AND MAINTENANCE DATA

01 78 24.00 10 FACILITY DATA REQUIREMENTS

01 91 00.15 TOTAL BUILDING COMMISSIONING

RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS

TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

TEMPORARY ENVIRONMENTAL CONTROLS

PROJECT IDENTIFICATION

SPECIAL INSPECTIONS

SUBMITTAL PROCEDURES

GOVERNMENTAL SAFETY REQUIREMENTS

SOURCES FOR REFERENCE PUBLICATIONS

QUALITY CONTROL

SUSTAINABILITY REPORTING

DIVISION 01 - GENERAL REQUIREMENTS

SUMMARY OF WORK

PRICE AND PAYMENT PROCEDURES

ADMINISTRATIVE REQUIREMENTS

PROJECT SCHEDULE

SECTION 00 01 10

TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

WAGE DETERMINATION (RATES)

CERTIFICATION PAGE

SF-1442

INSTRUCTIONS FOR PROCUREMENT

INSTRUCTIONS TO PROPOSERS

SUPPLEMENTARY INSTRUCTIONS TO PROPOSERS

REPRESENTATIONS AND CERTIFICATIONS

CONDITIONS OF THE CONTRACT

SUPPLEMENTARY CONDITIONS

SECURITY

TRANSFER AND ACCEPTANCE OF MILITARY REAL PROPERTY

CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

CLOSEOUT SUBMITTALS

July 2022

TABLE OF CONTENTS PAGE 1

Amendment 03

Construct South Wilmot Gate, Davis-Monthan AFB Pima County, Arizona

W912PL22R0007

APPENDIX A

APPENDIX B

APPENDIX C SPECIFICATION GUIDANCE

APPENDIX D

APPENDIX E DESIGN ANALYSIS GUIDANCE

APPENDIX F TOPOGRAPHIC SURVEY AND GEOPHYSICAL INFORMATION

APPENDIX G MASS NOTIFICATION SYSTEM MESSAGES

APPENDIX H GEOTECHNICAL INFORMATION

VOLUME 2

APPENDIX I CONCEPTUAL PROJECT DRAWINGS

APPENDIX J ROOM DATA SHEETS

APPENDIX K FACILITY EQUIPMENT SALVAGE LIST

APPENDIX L ASBESTOS AND LEAD REPORTS

APPENDIX M FIRE HYDRANT FLOW TEST

APPENDIX N

VOLUME 3

APPENDIX O SUPPLEMENTAL DESIGN INFORMATION

APPENDIX P BRAND NAME JUSTIFICATION LETTER

APPENDIX Q TOILET ACCESSORIES

APPENDIX R TEST PIT EXCAVATION - EXCAVATION REPORT AND

MAGNETOMETER INVESTIGATION REPORT

DESIGN COMPATIBILITY GUIDELINES

SELECTED CHAPTERS FROM THE SOUTHWESTERN DIVISION

ARCHITECTURAL AND ENGINEERING INSTRUCTIONS MANUAL

(AEIM)

ATTACHMENT F - BUILDING INFORMATION MODELING

(BIM) REQUIREMENTS

355TH COMMUNICATIONS SQUADRON

TELECOMMUNICATIONS INSTALLATION CRITERIA FOR

FACILITY CONSTRUCTION AND RENOVATION DESIGNS

APPENDICES

July 2022

TABLE OF CONTENTS PAGE 2

(See ).

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair) IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

9. FOR INFORMATION

CALL:

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

SOLICITATION

1. SOLICITATION NO.

5. REQUISITION/PURCHASE REQUEST NO.

CODE

6. PROJECT NO.

8. ADDRESS OFFER TO

4. CONTRACT NO.

7. ISSUED BY

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying no., date)

11. The contractor shall begin performance

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

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

13. ADDITIONAL SOLICITATION REQUIREMENTS:

a. Sealed offers in original and

b. An offer guarantee

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

NSN 7540-01-155-3212 STANDARD FORM 1442 (REV. 4-85)

Prescribed by GSA - FAR (48 CFR) 53.236-1(d) calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

is, is not required.

local time containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

(date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes copies to perform the work required are due at the place specified in Item 8 by (hour) award, YES NO notice to proceed. This performance period is mandatory negotiable.

calendar days and complete it within calendar days after receiving

a. NAME b. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

12b. CALENDAR DAYS

2. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED PAGE OF PAGES

W912PL22R0007

USACE, LOS ANGELES DISTRICT, CESPLCT

CONTRACTING DIVISION

915 Wilshire Blvd.

Los Angeles, CA 90017

CONSTRUCT SOUTH WILMOT GATE, DAVIS-MONTHAN

DB-Construct a high-capacity/multi-lane installation entrance and commercial vehicle inspection station at the South entrance to Davis-Monthan AFB to connect on-base Yuma Road directly with off-base South Wilmot Road (see below). Project to include:

Split-face block buildings with reinforced concrete foundation and floor slab, standing-seam metal roof system, fire detection and protection, all utilities/lighting, Air Conditioning: 20 Tons, site improvements, landscaping, access roads, curbing, sidewalks entrance cover, asphalt pavement and parking. This project will comply with Department of Defense Antiterrorism/Force Protection requirements (see Unified Facilities Criteria 4-010-01)

In accordance with FAR 36/DFARs 236, the estimated construction price range for this project is: Between $10,000,000 and $25,000,000.

Small Business Set-Aside Competitive Procurement

NOTE: Contractor must be registered with the central contractor registration at https://www.sam.gov in order to receive a Government contract.

SEE ITEM 7

OTSE A. ADIKHAI 213-452-3248

06/01/2022

07/28/2022 see*

*Section 00 73 00

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 calendar days after the date offers are due. (Insert any number equal to or greater than the minimum requirement by the Government in writing within stated in Item 13d. Failure to insert any number means the offeror accepts the minimum in Item 13d.)

OFFER (Must be fully completed by offeror)

AMOUNTS

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

19. ACKNOWLEDGMENT OF AMENDMENTS

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

AMENDMENT NO.

DATE.

AWARD (To be completed by Government)

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code)

CODE FACILITY CODE

15. TELEPHONE NO. (Include area code)

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

20a. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN OFFER (Type or print)

21. ITEMS ACCEPTED:

22. AMOUNT

26. ADMINISTERED BY

30a. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED TO SIGN (Type or print)

31c. DATE

STANDARD FORM 1442 (REV. 4-85) BACK

31b. UNITED STATES OF AMERICA

BY

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

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.

30b. SIGNATURE 30c. DATE

28. NEGOTIATED AGREEMENT (Contractor is required to sign this document and return 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.

copies to issuing office.) Contractor agrees to furnish

24. SUBMIT INVOICES TO ADDRESS SHOWN IN

(4 copies unless otherwise specified)

23. ACCOUNTING AND APPROPRIATION DATA

ITEM 25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

27. PAYMENT WILL BE MADE BY

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

20b. SIGNATURE 20c. OFFER DATE

CAGE: DUNS:

Solicitation No. W912PL22R0007

PROPOSAL SCHEDULE

(To be attached to SF 1442)

May 2022

Item Unit No. Description Quantity Unit Price Amount

BASE BID

0001 Total cost of Construction for Primary Facility, Complete

1 JOB *** $

0002 Total cost of Construction for Supporting Facilities, Complete

1 JOB *** $

0003 Total cost of Design, Complete

1 JOB *** $

TOTAL AMOUNT BASE BID $

BID OPTION NO. 1

0004 Bid Option No. 1, Construct Fourth Inspection Bay, Complete

1 JOB *** $

TOTAL AMOUNT – BID OPTION NO. 1 $

BID OPTION NO. 2

0005 Bid Option No. 2, Installation of FFE, Complete

1 JOB *** $

TOTAL AMOUNT – BID OPTION NO. 2 $

(To be attached to SF 1442)

May 2022

BID OPTION NO. 3

0006 Bid Option No. 3, Install Network Switches (GFCI), Complete

1 JOB *** $

TOTAL AMOUNT – BID OPTION NO. 3 $

BID OPTION NO. 4

0007 Bid Option No. 4, Install Cameras, duress alarm buttons and associated mounting accessories (GFCI), Complete

1 JOB *** $

TOTAL AMOUNT – BID OPTION NO. 4 $

BID OPTION NO. 5

0008 Bid Option No. 5, Construct Drive through vehicle and cargo screening systems (GFCI), Complete

1 JOB *** $

TOTAL AMOUNT – BID OPTION NO. 5 $

May 2022

(To be attached to SF 1442) BID OPTION NO. 6a

0009 Bid Option No. 6a, Install Under vehicle surveillance system (CFCI)

1 JOB *** $

TOTAL AMOUNT – BID OPTION NO. 6a $

BID OPTION NO. 6b

0010 Bid Option No. 6b, Install Under vehicle surveillance system (4th Bay) (CFCI)

1 JOB *** $

TOTAL AMOUNT – BID OPTION NO. 6b $

BID OPTION NO. 7

0010 Bid Option No. 7, Replace the proposed wastewater containment tank with a new septic system, including all required design and permitting, complete.

1 JOB *** $

TOTAL AMOUNT – BID OPTION NO. 7 $

May 2022

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 - BID OPTION NO. 4 $

6. TOTAL AMOUNT - BID OPTION NO. 5 $

7. TOTAL AMOUNT - BID OPTION NO. 6a $

8. TOTAL AMOUNT - BID OPTION NO. 6b $

9. TOTAL AMOUNT - BID OPTION NO. 7 $

10. TOTAL AMOUNT - BASE BID, BID OPTION NO. 1, BID

OPTION NO. 2, BID OPTION NO. 3, BID OPTION NO. 4,

BID OPTION NO. 5, BID OPTION NO. 6a, AND BID OPTION NO. 6b $

May 2022

NOTES:

1. AWARD OF PROPOSAL ITEMS:

Award of all proposal items will be made to one bidder. Bidders must bid on all items.

2. EXERCISE OF OPTIONS:

The Government reserves the right to exercise the option(s) by written notice to the Contractor either singularly or in any combination for up to 90 calendar days after award of the Base Bid without an increase in the Offeror's bid price.

Completion of added options shall continue at the same schedule as the Base Bid unless otherwise noted in Section 00 73 00, SUPPLEMENTARY CONDITIONS, COMMENCEMENT; PROSECUTION AND COMPLETION OF WORK

3. EVALUATION OF OPTIONS:

(FAR 52.217-5) (JUL 1990) Except when it is determined in accordance with

FAR 17.206(b) not to be in the Government’s best interests, the Government will evaluate offers for award purposes by adding the total price for all options to the total price for the basic requirements. Evaluation of options will not obligate the Government to exercise the options.

4. ARITHMETIC DISCREPANCIES:

(a) For the purpose of initial evaluation of bids, the following will be utilized in the resolving arithmetic discrepancies found on the face of bidding schedule as submitted by the bidder:

(1) Obviously misplaced decimal points will be corrected;

(2) Discrepancy between unit price and extended price, the unit price will govern;

(3) Apparent errors in extension of unit prices will be corrected;

(4) Apparent errors in addition of lump-sum and extended prices will be corrected.

(b) For the purposes of bid evaluation, the government will proceed on the assumption that the bidder intends the bid to be evaluated on basis of the unit prices, the totals arrived at by resolution of arithmetic discrepancies as provided above and the bid will be so reflected on the abstract of bids.

(c) These correction procedures shall not be used to resolve any ambiguity concerning which bid is low.

May 2022

NOTES: (Cont’d)

5. MODIFICATIONS TO BID BASED ON UNIT PRICE:

If a modification to a bid based on unit price is submitted, which provides for a lump sum adjustment to the total estimated cost, the application of the lump sum adjustment to each unit price in the bid schedule must be stated. If it is not stated, the bidder agrees that the lump sum adjustment shall be applied on a pro rata basis to every unit price in the bid schedule.

6. PROGRESS PAYMENT REQUESTS:

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 1st 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.

7. 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.

8. ALL OTHER WORK NOT SEPARATELY LISTED:

All other work not separately listed shall not include Mobilization, Demobilization and Distributed Cost (for example Insurance, Quality Control, and/or Home Office Overhead, Field Overhead) related to other Bid Items.

9. UNIT ABBREVIATIONS:

EA. = EACH M. = METER

L.S. = LUMP SUM S.M. = SQUARE METER

L.F. = LINEAR FEET C.M. = CUBIC METER

S.F. = SQUARE FEET S.Y. = SQUARE YARD

C.F. = CUBIC FEET C.Y. = CUBIC YARD

- END OF PROPOSAL SCHEDULE -

Construct South Wilmot Gate W912PL22R0007 Davis-Monthan AFB, Pima County, Arizona

00 20 00 - 1 May 2022 Solicitation

00 20 00 INSTRUCTIONS FOR PROCUREMENT

1. EVALUATION: The Government intends to issue a contract resulting from the Request for Proposal (RFP) to the responsible Offeror whose proposal represents the Best Value to the Government by using the Best Value Trade Off procedure as described in Sections 00 22 16.

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

3. Performance Period: The Offeror shall complete and propose on all Base Bid 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 00 73 00, Special Contract Requirements, Clause 52.211-10, Commencement, Prosecution and Completion of Work.

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

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

6. The Job (J.A) line items are not “estimated quantity” line items and therefore are not subject to the Variation in Quantity contract clause.

7. 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.

8. 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.

00 20 00 - 2 May 2022 Solicitation

9. 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 00 73 00.

10. 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.

11. 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.

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

13. 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.

14. The Offeror shall furnish all design and engineering effort, 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.

15. T he process permits trade-off between price and technical (non-cost) factors and allows the Government to accept other than the lowest priced offer. The award decision will be based on a comparative assessment in proposals against all source selection criteria in the solicitation

16. Contractor is required to fill in CAGE CODE and DUNS NUMBER (Reference Section 00 70 00, entitled System Acquisition Management (SAM) in Block No 15 on Standard Form 1442, Name and Address Block (Cage Code under Cage and DUNS No. under Duns respectively).

17. 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

00 20 00 - 3 May 2022 Solicitation

18. 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 $700,000.00, the USACE Contracting Officer Representative (COR) will evaluate contractor’s performance and prepare a performance report using the Contractor Performance Assessment Reporting System (CPARS), which is now a web-based system. After an evaluation (interim or final) is written up by the USACE, COR the contractor will have the ability to access, review and comment on the evaluation for a period of 30 days. Accessing and using Contractor Performance Assessment Reporting System (CPARS) requires specific software, called PKI certification, which is 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 CPARSCASS and PKI certification is the sole responsibility of the Contractor.

19. PLEASE NOTE: ALL PROSPECTIVE OFFERORS MUST BE REGISTERED IN

SYSTEM FOR AWARD MANAGEMENT (SAM)

https://www.sam.gov/portal/public/SAM/

20. Section 00 70 00, Clause 52.219-4 NOTICE OF PRICE EVALUATION PREFERENCE FOR HUBZONE SMALL BUSINESS CONCERNS (JAN 2011) Cessation of Small Disadvantaged Business Price Evaluation Adjustment. In accordance with DoD Class Deviation 2010-00006, the SDB Price Evaluation Adjustment referenced in FAR 52.219-4 in Section 00 70 00 does not apply to this solicitation.

Amendment 03 http://www.cpars.navy.mil/ https://www.sam.gov/portal/public/SAM/

DBRFP South Wilmot Gate W912PL22R0007 Davis-Monthan AFB, AZ RTA

SECTION 01 10 10

DESIGN REQUIREMENTS

PART 1 PROJECT DESCRIPTION

1.1 GENERAL

This Request for Proposal (RFP) provides for the design and construction of the FY21 South Wilmot Gate access control facilities at Davis-Monthan Air Force Base (DMAFB) in Tucson, Arizona. The facilities are required to provide a high-capacity installation entrance and commercial vehicle inspection station at the south entrance to DMAFB that will connect on-Base Yuma Road directly with off-Base South Wilmot Road; access to off-Base Valencia Road and Interstate 10 is via South Wilmot Road.

Facilities include a Security Police Entry Control Building, Access Control Facility, Secure Police Defensive Fighting Position and Overhead Protection. Construct/realign the existing roadway to provide higher capacity/multi-lane entry, as well as vehicle staging/queuing lanes for commercial vehicles. Reconfigure the intersection of South Wilmot Road and Yuma Road such that traffic traveling on/off Base has the right-of-way. Provide all facilities, pavements, active and passive barriers, and fencing to comply with UFC 4-022-01 Entry Control Facilities/Access Control Points. Provide all pavement, sidewalks, utilities, site lighting, and all other necessary supporting facilities for a complete and usable facility.

Bid Options include the following:

1. Fourth bay in the Security Police Entry Control Building (Contractor Furnished/Contractor Installed (CFCI)).

2. Furnishings, fixtures and equipment (FFE) (Government Furnished/Contractor Installed (GFCI)).

3. Network switches (GFCI).

4. Camera system, duress alarm buttons and associated mounting accessories (GFCI). All cabling, pathways, and poles for these shall be base bid CFCI.

5. Drive-through vehicle and cargo screening system (GFCI).

6. Under vehicle surveillance system (UVSS) (CFCI).

PART 2 DESIGN SUBMITTAL REQUIREMENTS

See Section 01 10 12 DESIGN AFTER AWARD.

2.1 STANDARDS, DOCUMENTS, AND CRITERIA

The design requirements within Section 01 10 10 represent the minimum quality and quantity acceptable for the proposals and project submittals.

The standards, documents, and criteria referenced within this RFP, although not all attached within this RFP document, are modified to the extent indicated within this section, and shall be the most current

SECTION 01 10 10 Page 1

May 2022 Solicitation version. Each Offeror shall be responsible for obtaining any documents not attached as part of this RFP but referenced as criteria for the project. Requirements of this section may delete, revise, add to, or substitute for criteria contained in the referenced documents and this section shall be deemed the controlling authority of any changes to the other referenced documents and criteria. A transportation engineering assessment performed by the military Surface Deployment and Distribution Command Transportation Engineering Agency (SDDCTEA) in 2010 for DMAFB will be available to the successful design-build contractor after award.

2.2 DESIGN STANDARDS

Equipment, hardware, and materials shall be standard manufactured items unless otherwise specified. Replacement parts shall be standard and readily available through commercial means. Discontinued products will not be accepted unless explicitly approved by the Contracting Officer.

The order of design criteria precedence described in Section 01 10 12 DESIGN AFTER AWARD shall govern the design and construction of this facility.

2.3 CODES

The design, materials, equipment, and installation shall be in accordance with the requirements of the listed codes and design manuals, with the requirements of this section, and with the listed specifications. The building will be of a noncombustible construction classification. Wood structural elements will not be acceptable.

2.4 DRAWINGS

Attached drawings provide information on the site layout and shall be used as a basis for the design of the facilities. The design-build contractor is solely responsible for the final layout and design.

2.4.1 Field Information

The utility information provided in the drawings is the best information available. It is provided to assist the Offeror during the design of this project. The Offeror is responsible for field verifying all information given. The Offeror is also responsible for obtaining all information necessary to properly design and install all work. Gathering information during design shall be coordinated through the Contracting Officer. Any survey required to provide utility locations, manhole inverts, verification of existing features, etc., shall be the responsibility of the Contractor and shall tie into the project datum. The cost to re-stake any items shall be at the expense of the Contractor.

2.4.2 Design Details and Standards

The Offeror shall provide a design and construction package that uses the design details given or referenced in this RFP. Additional details shall be created by the Offeror as required, but shall conform to the requirements of this RFP and are subject to approval by Government.

2.5 SPECIFICATIONS

The Offeror shall provide a design and construction package which uses the specifications provided in Volume I of this RFP, and in accordance with Specifications Guidance in the Appendix. See Section 01 10 12 DESIGN

SECTION 01 10 10 Page 2

AFTER AWARD for additional information concerning allowable specifications. If any additional specifications are required, the Offeror shall identify the need in writing to the Contracting Officer and Government will provide the necessary specifications in electronic guide form. The Offeror shall write specifications for items not identified in the Government's specification. The Offeror shall edit the guide specifications, but edits shall conform to the specific minimum standard requirements of this RFP and are subject to approval by the Government.

2.6 SUSTAINABLE DESIGN REQUIREMENTS

All new Federal facilities shall meet a comprehensive set of requirements commonly referred to as the Federal High Performance and Sustainable Building (HPSB) Guiding Principles. These requirements are consolidated into UFC 1-200-02, High Performance and Sustainable Building Requirements. Federal sustainability policies emphasize the importance of sustainable development in the built environment through the planning, design, construction and operation of facilities. Such policies were enacted to reduce environmental impact, optimize performance, lower energy and operating costs, conserve resources and increase occupant satisfaction and productivity through improved health and well-being. Project shall comply with UFC requirements relevant to the scope of this work, but tracking of HPSB Guiding Principles Compliance and Third Party Certification are not required for new buildings under 10,000 GSF (UFC 1-200-02, Table 1-1 Compliance Requirement/Thresholds).

2.6.1 Energy Savings Calculations

This project is subject to Department of Defense energy use limitations, the requirements of UFC 1-200-02, and the requirements of ASHRAE 90.1.

The Security Police Entry Control Building and Access Control Facility shall optimize energy performance as required by UFC 1-200-02.

Energy usage calculations shall be performed using a computer program conforming to ASHRAE 90.1 Appendix G requirements. Design submissions of the building energy analysis shall include complete input and output data as indicated in RFP Section 01 10 12 DESIGN AFTER AWARD. Input and output data shall show that all requirements of ASHRAE 90.1 have been modeled accurately and results are justified. Submission shall meet the requirements of UFC 1-200-02. The energy calculations shall be separate from the building load calculations.

As required by Section 01 10 12 DESIGN AFTER AWARD, 100 percent submittal shall include complete energy model file (baseline and proposed) for Government review.

2.6.2 Occupancy Schedule

The existing gate hours are 0600-0900 and 1300-1800. Once built the hours for this gate will be 0600-1800.

2.6.3 Commissioning of Building Energy Systems

Design and construction phase commissioning of building energy and envelope systems shall be provided in accordance with UFC 1-200-02.

SECTION 01 10 10 Page 3

2.7 TECHNICAL CRITERIA AND STANDARDS

Design shall be in accordance with (but not limited to) the following criteria. If conflicting information is encountered, the most stringent criteria shall take precedence. The latest editions in effect as of the date of this request for proposal RFP are to be used. If any editions listed elsewhere in this RFP conflict with the most current edition, then the most current edition shall take precedence.

AABC Associated Air Balance Council

AASHTO American Association of State and Highway Transportation Officials, A Policy on Geometric Design of Highways and Streets

AASHTO American Association Of State And Highway Transportation Officials Roadside Design Guide

ABA Architectural Barrier Act Standards

AFCEC Air Force Civil Engineer Center Facilities Dynamic Prototypes Design: Entry Control Facilities / Installation Access Control Points

(ECF/IACP)

AFI 32-1023 Design and Construction Standards and Execution of Facility Construction Projects

AFMAN 32-1084 Facility Requirements

AGA American Gas Association

ANSI Z83.20/CSA 2.34 - Gas-Fired Tubular And Low-Intensity Infrared Heaters

ANSI/AHRI/CSA 310/380 - Standard For Packaged Terminal Air-Conditioners And Heat Pumps

ASHRAE - Fundamentals Handbook

ASHRAE Standard 15 & 34 - Safety Standard for Refrigeration Systems/Designation and Safety Classification of Refrigerants

ASHRAE Standard 52.2 - Method of Testing General Ventilation Air-Cleaning Devices for Removal Efficiency by Particle Size

ASHRAE Standard 62.1 - Ventilation for Acceptable Indoor Air Quality

ASHRAE Standard 90.1 - Energy Standard for Buildings Except Low-Rise Residential Buildings

ASME B16.22 - Standard for Wrought Copper and Copper Alloy Solder Joint Pressure Fittings

ASME B31.5 - Refrigeration Piping and Heat Transfer Components

ASTM B280 - Standard Specification for Seamless Copper Tube for Air Conditioning and Refrigeration Field Service

AZDOT Standard Specifications for Road and Bridge Construction

CESWD-AEIM U.S. Army Corps of Engineers, Southwestern Division, SECTION 01 10 10 Page 4

Architectural and Engineering Instructions Manual

Davis-Monthan Air Force Base Design Compatibility Guidelines

Department of Defense Deputy Secretary of Defense Memorandum Subject:

Access for People with Disabilities

EM 1110-1-1002, Survey Markers And Monumentation

EM 1110-1-1005 Engineering and Design - Control and Topographic Surveying

EM 1110-2-1906 Engineering and Design - Laboratory Soils Testing

EM 385-1-1 USACE Contractor Safety and Health Requirements

EPA Environmental Protection Agency 841-B-09-001, Technical Guidance on Implementing the Stormwater Runoff Requirements for Federal Projects under Section 438 of the Energy Independence and Security Act (EISA)

FHWA Federal Highway Administration Manual of Uniform Traffic Control Devices (MUTCD)

IBC International Building Code International Code Council (including referenced codes as listed in Paragraph 101.4)

NEBB National Environmental Balancing Bureau

NFPA 10 Portable Fire Extinguishers

NFPA 13 Standard for the Installation of Sprinkler Systems

NFPA 24 Standard for the Installation of Private Fire Service Mains and Their Appurtenances

NFPA 54 National Fuel Gas Code

NFPA 70 National Electrical Code

NFPA 72 National Fire Alarm and Signaling Code

NFPA 90A Standard for the Installation of Air Conditioning and Ventilating Systems

NFPA 101 Life Safety Code

NFPA 291 Recommended Practice for Fire Flow Testing and Marking of Hydrants

NFPA 780 Standard for the Installation of Lightning Protection Systems

NPDES National Pollutant Discharge Elimination System for Construction Activities

NSF/ANSI 61 - Drinking Water System Components - Health Effects

NSF/ANSI 372 - Drinking Water System Components – Lead Content

Pima County Association of Governments (PAG), Standard Specifications and Details for Public Improvements

SECTION 01 10 10 Page 5

Pima County Department of Transportation, Landscape and Irrigation Plan Guidance

Pima County Design Standards for Stormwater Detention and Retention

Pima County Drainage and Channel Design Standards

Pima County Grading Design Manual

Pima County Roadway Design Manual

Plumbing and Drainage Institute Standard PDI-WH 201

SDDCTEA Pamphlet 55-15

UFC 1-200-01 DoD Building Code (including all Core UFCs as listed in Paragraph 1-6.3.1.1)

UFC 3-120-01 Design: Sign Standards, with Change 3

UFC 3-220-04FA Backfill for Subsurface Structures

UFC 3-250-01 Pavement Design for Roads and Parking Areas

UFC 3-250-03 Standard Practice Manual for Flexible Pavements

UFC 3-250-04 Standard Practice for Concrete Pavements, with Change 2

UFC 3-250-07 Standard Practice for Pavement Recycling

UFC 3-250-08FA Standard Practice for Sealing Joints and Cracks in Rigid and Flexible Pavements

UFC 3-250-09FA Aggregate Surfaced Roads and Airfields Areas

UFC 3-250-11 Soil Stabilization for Pavements

UFC 3-260-17 Dust Control for Roads, Airfields and Adjacent Areas

UFC 3-575-01 Lightning and Static Electricity Protection Systems.

UFC 4-022-01 Security Engineering: Entry Control Facilities / Access Control Points

UFC 4-022-02 Selection and Application of Vehicle Barriers, with Change 1

UFC 4-022-03 Security Fences and Gates

UFGS Unified Facilities Guide Specifications

UL 109 - Reprint Jan 2018 UL Standard for Safety Tube Fittings for Flammable and Combustible Fluids, Refrigeration Service, and Marine Use

UL 1995 - Heating and Cooling Equipment

SECTION 01 10 10 Page 6

PART 3 CIVIL DESIGN

3.1 GENERAL

The project consists of the design and construction of the South Wilmot Gate Entry Control Facility and all site preparations and supporting facilities. See Appendices for Existing Conditions Plan, Demolition Plan, Overall Site Plan, and Overall Utility Plan for site specific details.

3.2 RFP TECHNICAL DOCUMENTS

These RFP documents define the functional requirements of the project. It is the Contractor's responsibility to further develop the design, to prepare a proposal, and to provide a complete and useable facility. The RFP drawings and specifications shall be used as complementary documents.

The requirements are intended to complement one another and shall not be viewed as independent requirements that exclude or contradict the design as a whole.

The technical requirements in this RFP are the minimum standards for quality of construction and materials. The drawings and specifications are intended to allow the Contractor to choose from a range of acceptable alternatives. The Design-Build Contractor (Contractor) shall prepare drawings and specifications as required in Section 01 10 12 DESIGN AFTER

AWARD.

3.3 PROJECT SITE

The location of the Entry Control Facilities are in the same general vicinity of the existing gate. The proposed facilities will be located adjacent to South Wilmot Road, between it and Yuma Street.

3.4 PROJECT SITE TOPOGRAPHIC AND GEOPHYSICAL SURVEY

The Contractor shall use Government-supplied topographic and geophysical survey data in the preparation of their proposal. Engineering field surveys have been performed and data are available to the Contractor.

Field survey data information was gathered by topographical and geophysical surveys performed in January 2020. The initial survey was developed using Arizona Central Zone State Plane Coordinate System. The horizontal and vertical control reference data are NAD1983 (CONUS) and NAVD1988 respectively. Below grade utility data was obtained by a subsurface utility engineering survey.

The topographical and geophysical survey information provided by the Government shall be verified by the Contractor during the design phase by on-site inspection and additional surveys and/or testing by the Contractor for verification of existing information. Any errors or unforeseen conditions identified shall be brought to the attention of the Contracting Officer immediately for resolution and direction. The Contractor shall take all professionally prudent and reasonable actions to verify the accuracy of the data provided. During design and construction, the Contractor shall be responsible for obtaining additional data necessary for the execution of this project. The Contractor shall update the Government-supplied engineering surveys to include any changes that have occurred since the Government-supplied survey was completed. The updates shall include any changes within the site or project-related, off-site utility corridors. This survey update work shall be in accordance with EM 1110-1-1005. Contractor shall coordinate with DMAFB Civil Engineering GIS

SECTION 01 10 10 Page 7

Office for file type and formatting for as-built documentation. The updated survey shall be submitted to and approved by the Contracting Officer prior to commencement of grading and/or trenching activities.

3.4.1 Survey Monuments

The Contractor shall use existing Government-supplied permanent surveying monuments, if available, for construction staking. The Contractor shall provide copies of field notes for differential level loops from four horizontal control points within second order surveying tolerances. The Contractor shall immediately notify the Contracting Officer of any discrepancies found in either the horizontal or vertical control elevations/coordinates. Government-supplied monuments shall be protected by the Contractor throughout the life of the project. Government-supplied monuments disturbed by the Contractor shall be reset to second order surveying tolerances and subject to the Contracting Officer's approval at the Contractor's expense. Resetting of these monuments shall be in accordance with EM 1110-1-1005 and EM 1110-1-1002. The Contractor shall provide secondary control as necessary to accomplish construction staking and as-built drawings for the project site and all project related, off-site utilities. Secondary Control shall be accomplished within second order surveying tolerances and shall be in accordance with EM 1110-1-1005 and EM 1110-1-1002.

3.4.2 Contractor-Provided Surveys and Investigations

The results of all Contractor surveys, investigations, and evaluations shall be presented to the Government as part of the Contractor-Furnished Design Analysis in conformance with Section 01 10 12 DESIGN AFTER AWARD.

3.5 EXISTING CONDITIONS

3.5.1 Existing Condition Information

The locations of structures and underground utilities as indicated have been obtained from existing records and field surveys. Underground structures and utilities may be present which are not documented or located.

Existing electrical boxes and communication manholes are in the vicinity of the proposed road locations. Designed locations of proposed roads shall be placed to not interfere with the location of these utility structures or the relocation of these structures shall be considered.

3.5.2 Site Inspection

The Contractor is responsible for making the necessary site visits during the Proposal and Design phases to assess existing conditions and to obtain all detailed information that is required to develop a Proposal and Design.

3.5.3 Existing As-Built Drawing and Specification

The Government will furnish available "as-built" documents pertinent to the facilities involved in the project. Such documents, however, may not show existing conditions correctly. It is the responsibility of the Contractor to verify the accuracy of existing "as-built" documents and obtain all other data as required to assure the complete and proper design and construction of the project.

SECTION 01 10 10 Page 8

3.5.4 Field Verification

The Contractor shall field-check all existing conditions and be thoroughly familiar with the site before any work commences. Any discrepancies in the drawings shall be immediately reported to the Contracting Officer before any further work commences. It shall be the Contractor's responsibility to field-verify existing structures, utilities, and survey information, and to take necessary precautions during demolition and construction. Contractor shall verify existence and mark locations of all utilities, including service connections to underground utilities, prior to beginning work. Contractor shall contact the Contracting Officer and all associated utility companies and agencies to identify the location of utilities. There is no guarantee, either expressed or implied, that the locations, size and type of material of existing underground utilities indicated are representative of those to be encountered during construction.

3.5.5 Unexpected Structure and Utility Interferences

Prior to construction, the Contractor shall notify the Contracting Officer of operational plans. In the event an unexpected utility or structure interference or conflict is encountered during construction, the Contractor shall immediately notify the Contracting Officer. Any utility services or structures disturbed by the Contractor's operations shall be restored immediately at Contractor's expense to the satisfaction of the owner.

3.5.6 Existing Structure Protection

The Contractor is responsible for protecting items not to be damaged during…