W9127820R0065 Solicitation AM05.pdf

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

1 2

2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE 5. PROJECT NO. (If applicable)

W9127820R0065-0005 5 JUNE 2020 MEF20010

6. ISSUED BY CODE 7. ADMINISTERED BY(If other than item 6)

CODE

Corps of Engineers 109 St. Joseph St.

Mobile, AL 36602

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP code) 9A. AMENDMENT OF SOLICITATION

NO.

W9127820R0065

9B. DATED (SEE ITEM 11)

28 APRIL 2020

10A. MODIFICATION OF

CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

CODE FACILITY CODE

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 ACKNOWLEDGEMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (if required)

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

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

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 ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO 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.

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

The subject solicitation for: FUEL FACILITY REPLACEMENT

COLUMBUS AIR FORCE BASE, MISSISSIPPI

Is modified in the following: REFER TO THE ENCLOSED REVISED SPECIFICATIONS FOR AMENDMENT NO. 0005

NOTE: THE RECEIPT OF PROPOSAL DATE IS HEREBY REVISED BY THIS AMENDMENT. REFER TO BLOCK 13 OF THE ENCLOSED SF1442

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

15A. NAME AND TITLE OF SIGNER (Type or print) 16A. NAME AND TITLE OF CONTRACTING OFFICE (Type or print)

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA

BY

(Signature of contracting officer)

16C. DATE SIGNED

NSN 7540-01-152-8070 30-105 STANDARD FORM 30 (REV. 10-83)

PREVIOUS EDITION UNUSABLE Prescribed by GSA

FUEL FACILITY REPLACEMENT W9127820R0065

COLUMBUS AIR FORCE BASE, MISSISSIPPI MEF20010

SF 30 Page 2 W9127820R0065-0005

PART I - REVISIONS MADE BY ADDED AND/OR REPLACEMENT PARAGRAPHS/PAGES/SECTIONS

The items listed below are to be replaced by the corresponding added and/or revised paragraphs/pages or sections. Added and/or revised paragraphs/pages or sections are indicated by a note in bottom right hand corner of each paragraph or page. Added sections are hereby made a part of the contract and are to be inserted in the specification in the proper numerical/alphabetical sequence.

Within the specifications, deletions from the specifications are indicated by strikethrough, e.g.: deletions are marked with strikethrough and additions to the specifications including revisions/substitutions are indicated in bold, italic and underlined, e.g.: additions are indicated thus.

Corresponding Added or Revised Paragraph SECTION Page, and/or Section

SF1442 Revised Block 13A as indicated herein.

01 00 00 Revised Paragraphs 1.2 and 1.10.1.e.(2) as indicated herein.

32 13 14.13 Revised Paragraphs 1.3.4.1 and 1.3.6 as indicated herein.

33 56 10 Revised Paragraphs 2.4.1.1, 2.5.1, and 2.5.2 as indicated herein.

PART II - NOTE: Revised and replacement drawings are listed below. These revised and replacement drawings are to be inserted into the folio in the proper numerical sequence. Drawings that have been revised or replaced by this amendment shall be deleted from the folio. All drawings listed below are revised unless indicated otherwise.

SHT

REF. TITLE OF DRAWINGS

G-001 COVER SHEET

C-141 TANK AREA JOINT LAYOUT PLAN

C-142 TANK AREA JOINT LAYOUT PLAN

C-143 TRUCK FILLSTAND JOINT LAYOUT PLAN

C-144 TRUCK FILLSTAND JOINT LAYOUT PLAN

C-502 CIVIL CONSTRUCTION DETAILS

E-405 FILTER SHELTER & TANK POWER ENLARGED PLAN

E-702 CONDUIT AND CABLE SCHEDULE

Encl as stated Replaced pages of the specifications as indicated in Part I.

8 Revised drawing as indicated in Part I.

SOLICITATION, OFFER

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NO.

W9127820R0065

2. TYPE OF

SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED

28 APRIL 2020

PAGES OF PAGES

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

4. CONTRACT NO. 5. REQUISITION/PURCHASE REQUEST NO.

6. PROJECT NO.

MEF20010

7. ISSUED BY CODE CT 8. ADDRESS OFFER TO

U.S. ARMY ENGINEER DISTRICT, MOBILE

CONTRACTING DIVISION (CESAM-CT)

(109 ST. JOSEPH ST. 36602) P.O. BOX 2288

MOBILE, AL 36628-0001

SAME AS BLOCK 7

IF HAND CARRIED, DELIVER TO

ROOM 1009

9. FOR INFORMATION

CALL : Kelly Hallstrom

Kyle Rodgers

A. NAME

Kelly.A.Hallstrom@usace.army.mil Kyle.M.Rodgers@usace.army.mil

B. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

(251) 694-3872 (251)-690-3356

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 no., date):

FUEL FACILITY REPLACEMENT, COLUMBUS AIR FORCE BASE, MISSISSIPPI

11. The Contractor shall begin performance within _8________ calendar days and complete it within __365________ calendar days after receiving award, notice to proceed. This performance period is mandatory, negotiable. (See _ __.)

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

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

YES NO

12B. CALENDAR DAYS

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__1400___ (hour) local time 12 15 JUNE 2020 (date).

If this is a sealed bid solicitation, offers must 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 ____90_______ calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

NSN 7540-01-155-3212 1442-101

STANDARD FORM 1442(REV. 4-85)

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

Revised by Amendment No. W9127820R0065-0005

14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code) 15. TELEPHONE NO. (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 to or greater than the minimum requirement

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

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 CODE 27. PAYMENT WILL BE MADE BY

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

28. NEGOTIATED AGREEMENT (contractor is required to sign this document and return _______ copies to issuing office.) Contractor agrees to furnish and deliver all items or perform all work, requisitions 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 con-summates 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)

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

30B. SIGNATURE

30C. DATE 31B. UNITED STATES OF AMERICA

BY

31C. AWARD

DATE

STANDARD FORM 1442 BACK (REV. 4-85)

01 00 00

SECTION 01 00 00

1.2 WORK SITE AND MULTIPLE CONTRACTORS

The Contractor is hereby made aware that multiple contractors will be working at an adjacent work site to this contract. The Prime Contractor on this contract shall work with the other Contractors in the work site vicinity to avoid conflicting construction zones, and scheduling in the same area. He shall also coordinate the activities for his entire work site with other Contractors in the vicinity. In addition, a separate contract will be awarded for the installation of the Audiovisual Equipment within the Add USCENTCOM HQ. The contractor is expected to work with the audiovisual installers/integrators to the fullest extent possible to ensure a proper and timely integration of the audiovisual equipment. The Prime Contractor is responsible for directing the activities of his employees. Also, the Prime Contractor is responsible for the health and safety of his workers at the work site.

1.10.1.e.(2) Contractor and subcontractor personnel gaining access to the installation will conduct all work during the days and hours of Monday thru Friday, 0730 to 1615, unless otherwise specified in the contract or as approved by the Contracting Officer. The work site can be made available for extended work through coordination with the local field office and base civil engineer. Contractors/subcontractor personnel will not be allowed to access other base facilities unless specified in the contract.

(NOTE: The remainder of the paragraph is unchanged by the amendment.)

(NOTE: The remainder of the section is unchanged by the amendment.)

32 13 14.13

SECTION 32 13 14.13

1.3.4.1 Aggregates

Sample aggregates in the presence of a Government Representative. Obtain samples in accordance with ASTM D75/D75M and be representative of the materials to be used for the project. Perform all aggregate tests no earlier than 120 days prior to test section. Submit test results a minimum of 7 days before commencing mixture proportioning studies.

1.3.6 Test Section

Up to 10 days, but not more than 60 days, prior to construction of the concrete pavement, construct a test section near the job site, but not as part of the production pavement area as part of the production paving area at an outer edge. Construct test section of the same depth as the course which it represents. The underlying grade or pavement structure upon which the test section is to be constructed is required to be the same as the remainder of the course represented by the test section. The equipment used in construction of the test section is required to be the same equipment to be used on the remainder of the course represented by the test section. Use the test section to develop and demonstrate the proposed techniques of mixing, hauling, placing, consolidating, finishing, curing, initial saw cutting, start-up procedures, testing methods, plant operations, and the preparation of the construction joints. Perform variations in mixture proportions, other than water, if directed. Operate and calibrate the mixing plant prior to start of placing the test section. Use the same equipment, materials, and construction techniques on the test section proposed for use in all subsequent work. Perform base course preparation, concrete production, placing, consolidating, curing, construction of joints, and all testing in accordance with applicable provisions of this specification. Three days after completion of the test section, provide eight cores at least 6 inches in diameter by full depth cut from points selected in the test section by the Government. Construct the test section meeting all specification requirements and being acceptable in all aspects, including surface texture, thickness, grade, and longitudinal and transverse joint alignment. Failure to construct an acceptable test section necessitates construction of additional test sections at no additional cost to the Government. Remove test sections allowed to be constructed as part of the production pavement which do not meet specification requirements at no expense to the Government.

Do not commence production paving until the results on aggregates and concrete, including evaluation of cores, and all pavement measurements for edge slump, joint face deformation, actual plan grade, surface smoothness and thickness have been submitted and approved.

33 56 10

SECTION 33 56 10

2.4.1.1 Double Wall Steel Tank (Fire-Resistant, Protected)

The secondary containment (outer) tank must be a factory-fabricated, steel, tank that fully-encloses the primary storage tank and must conform to UL 142.

The interstitial space between the primary tank and the containment tank must be both pressure testable and verifiable. The entire tank assembly must conform to UL 2085 and bear the UL 2085 label. The primary storage tank must be supported within the containment tank. The tank shall be supported by with steel tank saddles, or other similar supports, fabricated and installed by either the tank manufacturer or by the Contractor in the field. Saddles shipped separately to be installed in the field shall be permissible for touch ups as specified in Section 09 97 13.27.

2.5.1 Interior Surfaces

Coat 100 percent of a metal tank's interior surfaces including all metal piping and metal appurtenances as specified in Section 09 97 13.17 THREE COAT

EPOXY INTERIOR COATING OF WELDED STEEL PETROLEUM FUEL TANKS.

Interior coatings are permissible to be shop applied by the tank manufacturer or in the field as specified in Section 09 97 13.17. Coatings applied by the manufacturer shall be inspected by a qualified third-party inspector supplied by the contractor. Inspector shall be NACE certified and work for a firm that is QP-5 certified. The inspector shall furnish a report upon completion of the first tank and submit to the government for review. If the DFT measurements are not within specification, then the interior surfaces shall be recoated. After the government has reviewed the report, the remaining two tanks can then be internally coated. Prior to shipping all tanks to the job site, the contractor shall submit internal coating inspection forms to the government for review for final approval.

2.5.2 Exterior Surfaces, Aboveground Tanks

Protect the exterior surfaces of each aboveground tank as specified in Section 09 97 13.27 EXTERIOR COATING OF STEEL STRUCTURES.

Exterior coatings are permissible to be shop applied by the tank manufacturer or in the field as specified in Section 09 97 13.27. Coatings applied by the manufacturer shall be inspected by a qualified third-party inspector supplied by the contractor. Inspector shall be NACE certified and work for a firm that is QP-5 certified. The inspector shall furnish a report upon completion of the first tank and submit to the government for review. If the DFT measurements are not within specification, then the exterior surfaces shall be recoated. After the government has reviewed the report, the remaining two tanks can then be externally coated. Prior to shipping all tanks to the job

33 56 10 site, the contractor shall submit external coating inspection forms to the government for review for final approval.