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This is Amendment 0004 to solicitation W912P825B0001 for the Bayou Baton Rouge Rock Chute project, issued by the U.S. Army Corps of Engineers New Orleans District. The amendment provides quantities for various line items including pump station components, electrical work, and bridge construction items, and extends the bid opening date to February 6, 2025 at 11:00 AM local time, with bids due by 10:00 AM.

The amendment includes detailed bid submission instructions allowing either electronic submission via email (with 35MB size limit) or physical delivery to Room 172 of the New Orleans District office. It provides a site visit sign-in sheet from a previously held site visit and guidance on accessing the Interested Vendors List through SAM.gov. The amendment contains extensive technical specifications for items like pumps (2 Flygt NP 3153 pumps), concrete work (16 CY concrete pad, 891 SF mesh), electrical components (various conduits and conductors), and security features (488 LF of chain link fence). A teleconference option is provided for the bid opening, with dial-in number 1-844-800-2712 and access code 1998 53 3052.

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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

The above numbered solicitation is hereby amended to:

(1) Provide quantities for "JOB" line items. It is expressly understood that the accuracy of these estimates is in no way warranted and that the furnishing of this information to a bidder will not relieve him of his responsibility to estimate the quantities involved. (2) Provide a Sign In Sheet from the previously held Site Visit; (3) Provide guidance on the Interested Vendors List available through the SAM.gov solicitation link. THE GOVERNMENT WILL RESPOND TO ADDITIONAL CONTRACTOR QUESTIONS RECEIVED IN A FORTHCOMING AMENDMENT.

BID OPENING DATE IS EXTENDED TO THURSDAY, 6 FEBRUARY AT 11:00AM. BIDS WILL BE DUE AT 10:00AM LOCAL TIME. SEE

UPDATED BID INSTRUCTIONS ATTACHED.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 9

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 W912P825B0001

X 9B. DATED (SEE ITEM 11)

04-Dec-2024

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 X is extended, 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.

U0004

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

6. ISSUED BY

3. EFFECTIVE DATE

17-Jan-2025

CODE

CONTRACTING DIV- CHIEF

7400 LEAKE AVENUE, ROOM 172

NEW ORLEANS LA 70118-3651

W912P8 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

Solicitation No. W912P8-25-B-0001

Bayou Baton Rouge Rock Chute

East Baton Rouge Parish, Louisiana

CLIN 0001, Mobilization and Demobilization: Contractor estimate

CLIN 0002, Safety Fence: Contractor estimate

CLIN 0003, Video and Photographic Documentation: Contractor estimate

CLIN 0004, Traffic Control: Contractor developed TCDP (Traffic Control Device Plan)

CLIN 0005, Temporary Retaining Structures: Contractor’s design

CLIN 0008, Truck Wash-Down Racks: One at each point of access for duration of project.

CLIN 0009, Demolition: Reference Shts. XD-001 and XD-002 for items to be demolished.

CLIN 0010, Approach Slabs: See table on S-102, “Summary of Bridge Quantities”, approximately 3,040 SF.

CLIN 0011, Bridge Concrete: See table on S-102, “Summary of Bridge Quantities” for concrete bridge items and estimated quantities.

CLIN 0012, Pump Station Concrete:

CONCRETE PAD 16 CY

W4xW4 Mesh 891 SF

CONCRETE HEADWALL FOR 12 INCH PVC PIPE 1 EA

CONCRETE HEADWALL FOR 18 INCH RCP 1 EA

10' DIA. WET WELL 1 EA

CLIN 0013, Pump Station Items:

FLYGT NP 3153 PUMP 2 EA

DOUBLE ALUMINIUM HATCH, 72" X 48" 1 EA

WALL-MOUNTED SLUICE GATE 1 EA

STAINLESS STEEL LIFTING CHAIN 80 LF

2" STAINLESS STEEL GUIDE RAIL 160 LF

8" CHECK VALVE WITH LIMIT SWITCH 2 EA

8" GATE VALVE 3 EA

Ladder 40 LF

HEADWALL TRASH RACK 1 EA

GUARD POST 51 EA

EMBANKMENT, COMPACTED FILL 3,495 CY

SEPARATOR GEOTEXTILE 2,584 SY

LIMESTONE 163 CY

DRIVEWAY AGGREGATE 467 CY

6 FOOT CHAIN LINK SECURITY FENCE 488 LF

15 FOOT DOUBLE-LEAF SWING GATE 2 EA

RIPRAP, R-25 1.8 TONs

BEDDING STONE NO. 1 0.5 CY

CLIN 0015, Carney Road Bridge: See table on S-102, “Summary of Bridge Quantities”. Include all bridge items not included in any other pay item.

CLIN 0016, Carney Road Bridge End Bents and Wingwalls: See table on S-102, “Summary of Bridge Quantities” for concrete bridge items and reinforcement. Include all end bent and wingwall items not included in any other pay item.

CLIN 0022, Electrical Work:

UTILITY SERVICE CHARGE 1 EA

NON-FUSED SERVICE ENTRANCE DISCONNECT

SWITCH 1 EA

METER SOCKET 1 EA

PUMP CONTROL PANEL 1 EA

TRANSFORMER 1 EA

DISTRIBUTION PANEL 1 EA

TERMINAL JUNCTION BOX 1 EA

ELECTRICAL HOUSEKEEPING PAD 1 EA

EQUIPMENT RACK 1 EA

FLOAT SWITCH AND CABLE 1 EA

GROUND INSPECTION HOLE (WELL) 1 EA

GROUND ROD 5 EA

SITE SECURITY LIGHT POLE 2 EA

LIGHT POLE BASE 2 EA

LIGHT POLE SHAFT 2 EA

LIGHT POLE MAST ARM 2 EA

LUMINAIRE 2 EA

3” RIGID METAL CONDUIT 44 LF

3” SCHEDULE 80 PVC CONDUIT 82 LF

1 ¼” PVC COATED STEEL CONDUIT 122 LF

3/4” PVC COATED STEEL CONDUIT 12 LF

1" Schedule 80 PVC Conduit 20 LF

4#1 RHW CONDUCTORS 328 LF

1#8G RHW CONDUCTORS 82 LF

2#10 RHR CONDUCTORS 64 LF

1#10G RHR CONDUCTORS 32 LF

#2/0 BARE TINNED COOPER CABLE DIRECT BURIED 142 LF

1” SCHEDULE 80 PVC CONDUIT 32 LF

#6 INSULATED XHHW-1 GROUND 48 EA

CLIN 0026, Clearing and Grubbing: There are almost 140 acres inside of the project limits and required

ROW.

CLIN 0031, Carney Road Bridge Abutments/Wingwalls Structural Excavation and Backfill: Excavation quantity dependent on contractor excavation beyond the foundation for working conditions.

CLIN 0032, Channel Unwatering: Unwatering quantity not calculated.

CLIN 0033, Pump Station Unwatering: Unwatering quantity not calculated.

CLIN 0051, Access Road and Laydown Area: Lay down area to be sized by contractor.

CLIN 0059, Guard Rails: 225 LF of guardrail at each bridge corner. Length includes a) the guardrail transition, b) the blocked out guardrail and c) the end treatment.

CLIN 0068, Pipelines, Liquid Process Piping:

DUCTILE IRON PIPE - 8 INCH 10 LF

HPDE PIPE - 12 INCH 197 LF

RCP - 18 INCH 83 LF

6" DUCTILE IRON PIPE 99 LF

COMBINATION AIR RELEASE VALVE/VACUUM

VALVE ASSEMBLY 1 EA

TAP WITH VALVE AND PRESSURE GAUGE 2 EA

PRESSURE TRANSMITTER 1 EA

CLEAN EXISTING RCP - 18 INCH 33 LF

4 FOOT DIAMETER MANHOLE 1 EA

HEAVY DUTY MAHOLE COVER 1 EA

SAM.gov Interested Vendors List

The Government has enabled the Interested Vendors List option for this solicitation on www.SAM.gov. If you are having trouble accessing the list, the Federal Service Desk help line has advised us that contractors will need to ensure that their roles/permissions in SAM.gov are correct. See links below:

https://sam.gov/help https://www.fsd.gov/gsafsd_sp?id=kb_article_view&sysparm_article=KB0016602

A Sign In Sheet for the Site Visit has also been provided with this amendment.

http://www.sam.gov/ https://sam.gov/help https://www.fsd.gov/gsafsd_sp?id=kb_article_view&sysparm_article=KB0016602

INSTRUCTIONS TO BIDDERS

SOLICITATION NUMBER: W912P825B0001

NOTE: BIDDERS MAY SUBMIT BIDS BY ONLY ONE METHOD: A) ELECTRONIC COMMERCE (EMAIL) OR BY

2) PHYSICAL SUBMISSION. BIDDERS SHALL LIMIT THE BID SUBMITTAL TO ONE OPTION OR THE OTHER, NOT BOTH.

Electronic Submission of Bids (Email):

The New Orleans District utilizes electronic commerce (Email) for receipt of electronic bids under this IFB solicitation. To submit an electronic commerce (Email) bid please follow these steps:

1. Send an email containing your name, email address and bid/proposal to the following emails associated with the IFB (MUST include all emails):

Lauren.A.Gandolfi@usace.army.mil

AND

Christopher.M.Nuccio@usace.army.mil

2. ALL BIDS SUBMITTED BY EMAIL MUST CONTAIN THE SOLICITATION NUMBER IN THE SUBJECT LINE.

3. Once the agency receives your bid/proposal at the above email addresses, you will then receive a confirmation email stating your bid/proposal was received. If a bidder does not receive a reply acknowledging receipt electronically from the New Orleans District, it is incumbent upon the bidder to seek confirmation from the issuing Contracting office by phone.

NOTE: The size limit for incoming emails is 35MB. Any bid/proposal over this size may not be accepted by the server and will constitute the bid not being received timely. Please note that embedded links, URLs, and other html language included may interfere with the USACE server security, which may cause emails to be removed prior to being received by the contracting office. Bidders are advised to refrain from including external links, embedded links, URLs, and other html language not germane to the proposal/bid. Please note it is a bidder’s responsibility, when transmitting its bid electronically, to ensure the receipt of its bid to the proper designee at the proper time. See FAR 14.304(b)(1)(i) regarding untimely electronic bids. Please note, MVN’s computer system firewall may cause a delay in receipt of emails, so be sure to allow ample time for possible delay. If your email would exceed 35MB you can use one of the following methods as a work-around:

- Use .zip files as attachments. Combine multiple files into a .zip file to compress file size prior to adding as an email attachment.

- Send multiple emails. Label each email with same subject line and indicate number of emails.

For example: Smith Construction W912P824BXXXX (1 of 2) Smith Construction W912P824BXXXX (2 of 2).

mailto:Lauren.A.Gandolfi@usace.army.mil mailto:Christopher.M.Nuccio@usace.army.mil

Physical Submission of Bids:

Bidders may submit their bids by hand carrying or express mail to the New Orleans District Contracting Office in Room 172. Bidders are advised to allow adequate time to ensure timely submission of its bid.

Traffic onto the New Orleans District campus may be delayed by trains blocking the entrance or security either at the gate and/or inside of the building. Express delivery may be utilized but it is incumbent upon the bidder to ensure bid delivery time and date is before the receipt of bid cutoff time. See FAR 14.304(b)(1)(ii) and (c).

In accordance with current Security procedures at the District, any bidder hand carrying bids MUST notify the contract specialist and contracting officer no later than the day before the bid opening via email that they intend to submit their bid in person. Security will be notified of the expected time of the visit. For this bid opening, please notify:

Lauren.A.Gandolfi@usace.army.mil

AND

Christopher.M.Nuccio@usace.army.mil

BID OPENING:

The Bid Opening is currently scheduled for THURSDAY, 6 FEBRUARY 2025 at 11:00 AM local time. The Contracting Officer and Contract Specialist will begin downloading bids at 10:00 AM local time, which is the bid submission receipt cutoff time. All bids received after 10:00 AM local time on THURSDAY, 6 FEBRUARY 2025, will be considered late.

Audio Teleconference Bid Opening Information:

The audio teleconference number for the bid opening at 11:00 AM CST is:

Join by phone:

+1-844-800-2712 US Toll Free Access code: 1998 53 3052 https://usace1.webex.com/meet/christopher.nuccio

Following the conclusion of the bid opening, in accordance with FAR 14.403(b), abstracts of offers for unclassified acquisitions shall be available for public inspection via SAM.GOV.

mailto:Lauren.A.Gandolfi@usace.army.mil mailto:Christopher.M.Nuccio@usace.army.mil

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