W912QR21Q0046_AMDT0001.pdf

CIVIL/OPS/ENVIRONMENTAL BR

ATTN: LOGAN BARRETT

600 DR M L KING JR PL, RM 821

LOUISVILLE KY 40202-2236

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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.

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

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

Solicitation W912QR21Q0046 for Indy North Passive Testing and Stoplog Base Repair in Indianapolis, IN is hereby amended as follow s:

a. Due to amendment 0001, additional language is added to the Scope of Work under General Description of Base Items - 0002 52nd street closure repair.

b. All other items remain unchanged.

SEE SUMMARY OF CHANGES

1. CONTRACT ID CODE PAGE OF PAGES

1 3

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

16C. DATE SIGNED

BY

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

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

8. NAME AND ADDRESS OF CONTRACTOR (No., Street , County, State and Zip Code) X W912QR21Q0046

X 9B. DATED (SEE ITEM 11)

30-Mar-2021

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

Offer 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 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 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.

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

10A. MOD. OF CONTRACT/ORDER NO.

U0001

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE

DATE

01-Jun-2021

CODE

U. S. ARMY ENGINEER DISTRICT, LOUISVILLE

600 DR. MARTIN LUTHER KING, JR. PLACE

ROOM 821

LOUISVILLE KY 40202-2239

W912QR 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE 964860

FACILITY CODECODE

EMAIL:TEL:

W912QR21Q0046

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00 10 00 - SOLICITATION

The following have been modified:

SCOPE OF WORK

The scope includes testing of the passive floodwall system manufactured by Floodbreak and constructed in 2019 along Westfield Blvd., demolishing the existing stoplog closure base concrete and replacing with new reinforced concrete with a matching seal plate, and performing CCTV inspections and providing the required documentation on pipes installed in 2018-2019 on the Phase 3B-3 section of the Indy north Flood Risk Management Project.

Period of Performance for the contract is 180 calendar days. NTP shall begin with 10 days of award.

General Description of Base Items

0001 Passive Floodwall Testing: The Passive floodwall is constructed in 2 sections the larger section is roughly 612 feet long and the shorter section is 65 feet long. Each area shall have a bulkhead constructed adjacent to the concrete structure as shown on s-201. Once the bulkhead is secure the contractor shall pump water between the passive gate and bulkhead. Once each gate is fully activated it shall be locked into position and inspected. Water shall be drawn down for inspection and refilled for lowering the gate back into closed position. The contractor shall give a minimum of 1 week notice to the COR for the day of testing for each section.

0002 52nd Street Closure Repair: The 52nd Street Stoplog Closure constructed in 2018-2019 lacks sufficient reinforcement to pass the required full water load calculation in the systems initial periodic inspection. The base for the stop log closure is to be demolished and reconstructed as shown on S-001, S-101, and S-102. The existing sheet pile and adjacent floodwall are not to be disturbed. The contractor shall provide 53rd street detour signage and coordinate the road closure with the COR and City. 52nd street closure shall be minimized to the greatest extent possible. Asphalt and concrete shall be demolished using straight saw cut lines, all areas shall be graded to drain, sidewalks shall be ADA compliant.

***AMENDMENT 0001***

At contractors option: Full width of concrete pavement may be removed and replaced in lieu of installing dowels between new concrete foundation and existing concrete pavement. See 1/S-101 for dowel locations and S-102 for dowel details.

***AMENDMENT 0001***

0003 CCTV Pipe Inspections: As indicated on sheets C201-C204 pipes identified for CCTV inspection shall be inspected per the USACE standard Operating Procedure included in this scope of work. The pipes to be inspected include:

Westfield Blvd toe drain, 12” diameter, HDPE, 1,000 LF Butler toe drain 12” diameter, HDPE, 700 LF Pipe F, 12-15” diameter, HDPE, CMP, 250 LF Pipe G, 12” diameter, RCP, 10 LF Pipe H, 18” diameter, RCP, 15 LF Pipe I, 18” diameter, RCP, 25 LF Pipe J, 12” diameter, PVC or HDPE, 100 LF.

(End of Summary of Changes)