W912P819R0033 Am_0010.pdf

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 or (c) By separate letter or electronic communication 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 you desire to change an offer already submitted, such change may be made by letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

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

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

2. AMENDMENT/MODIFICATION NUMBER 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER 5. PROJECT NUMBER (If applicable)

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

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

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.

12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

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

IT MODIFIES THE CONTRACT/ORDER NUMBER 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

NUMBER IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, 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)

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 (Number, 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)

Previous edition unusable

The above numbered solicitation for Flood Control, Amite River and Tributaries, LA, Comite River Basin, Comite River Diversion Project, US Highway 61 and Kansas City Southern Railway Bridges, East Baton Rouge Parish, LA; ED-18-035 (W912P819R0033) is hereby amended as follows: See items below and continuation pages.

1. The SF1442 has been updated and is attached.

2. The proposal due date has been extended to 10 January 2020, 2:00 p.m. CST.

U.S. Army Corps of Engineers, New Orleans District Contracting Division 7400 Leake Avenue, Room 326 New Orleans, LA 70118

W912P819R0033

ED-18-035

1 5

01/07/2020

04/05/2019

(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 NUMBER

5. REQUISITION/PURCHASE REQUEST NUMBER

CODE

6. PROJECT NUMBER

8. ADDRESS OFFER TO

4. CONTRACT NUMBER

7. ISSUED BY

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

11. The contractor shall begin performance within

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

STANDARD FORM 1442 (REV. 8/2014)

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.

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 NUMBER (Include area code) (NO COLLECT CALLS)

12b. CALENDAR DAYS

2. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED PAGE OF PAGES

W912P819R0033

US ARMY CORPS OF ENGINEERS, NEW ORLEANS

DISTRICT

CONTRACTING DIVISION

7400 LEAKE AVENUE

NEW ORLEANS, LA 70118

Comite Hwy. 61 & Kasas City Southern RR

Flood Control, Amite River and Tributaries, LA, Comite River Basin, Comite River Diversion Project, US Highway 61 and Kansas City Southern Railway Bridges, East Baton Rouge Parish, LA ED; 18-035

This is an Unrestricted Best Value Procurement. The estimated value of this work is between $25,000,000 to $100,000,000.

The work consists of construction of new diversion channel, railroad shoofly, Highway 61 bypass roadway, demolition and installation of the new roadway, construction of the railroad and highway bridges, construction of drilled shafts, utility relocations, construction of access roads and culverts, maintaining storm water management during construction, pile installation, traffic control and coordination, and preventive measures taken to ensure existing facilities and utilities remain undamaged.

The deadline for submitting questions for the subject request for proposal is 03 December 2019, 11:00 AM CST. Any questions received after this deadline will not be considered.

*See Section 00130 - Proposal Evaluation Criteria paragraph "RFP SUBMITTAL REQUIREMENTS".

US ARMY CORPS OF ENGINEERS, NEW ORLEANS

DISTRICT

ATTN: CEMVN-CT-W RACHEL WOODS

7400 LEAKE AVENUE, ROOM 326

NEW ORLEANS, LA 70118

Rachel A. Woods 504-862-1335

ED 18-035

04/05/2019 local time 01/10/2020

02:00 p.m.

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

NUMBER

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 NUMBER (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. 8/2014) 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. 3304(a) ( )

20b. SIGNATURE 20c. OFFER DATE

US Army Corps of Engineers New Orleans Area Office 7400 Leake Avenue, New Orleans, LA 70118

USACE Finance Center Attn: CEFC-AO-P 5720 Integrity Drive, Millington, TN 38054-5005

SECTION 35 31 19

Page 9, paragraph 2.3.1.2. Delete this paragraph in its entirety and substitute the following therefore:

“2.3.1.2 Stone Gradation

The following specific rock gradation is applicable to the construction of this project: Stone shall be obtained from one of the sources specified in Section 01100 GENERAL PROVISIONS entitled "STONE SOURCES" (attached at the end of Section 01100), and shall contain a combined total of not more than 10 percent of earth, sand, shale, and non-durable rock. It is preferable that the materials contain a large percentage of pieces as large as the thickness of the revetment structure will permit, with enough smaller pieces of various sizes to fill the larger voids (creating a dense in-place mass). The Contractor shall select a quarry and a geological rock unit (in accordance with the approved source list) that can and will consistently produce Gradation 1 and Gradation 2, as defined below, for the project. The riprap stone gradation required for the Channel Riprap shall be as provided below.

STONE WEIGHT

(POUNDS)

CUMMULATIVE

PERCENT LIGHTER

BY WEIGHT

CHANNEL RIPRAP

4000 100 2900 50 - 85 500 15 - 50 45 0 - 15

The large stones shall not be excessively elongated nor slabby, but shall be blocky or roughly rectangular in shape similar to the smaller stones within the overall rock mass. The aspect ratio (length along the longest axis divided by the length along the shortest axis) shall not be greater than 3. The same aspect ratio applies to the length to thickness measurement of the stone. The Riprap stone gradation required for the Shoofly per KCS standard specifications for construction Section 02274 Part 2.1 Random Rip-Rap and Standard Rip Rap as provided below.

STONE WEIGHT

(POUNDS)

CUMMULATIVE

PERCENT LIGHTER

BY WEIGHT

RANDOM RIPRAP

100 100 40 50 - 100 20 20 - 50

<20 0 - 20

STONE WEIGHT

(POUNDS)

CUMMULATIVE

PERCENT LIGHTER

BY WEIGHT

STABILIZATION RIPRAP

400 100 200 60 - 100 100 35 - 60 50 0 - 35

It is the responsibility of the contractor to obtain the appropriate type of haul truck and transport capacity for the specified gradation of stone. Capacity or type of the haul trucks shall in no way limit or modify the specified gradation.”