Solicitation Amendment W912DS25BA0170003 SF 30.pdf

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 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.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

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)

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.)

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

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

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

(Signature of Contracting Officer)

16C. DATE SIGNED

Previous edition unusable STANDARD FORM 30 (REV. 11/2016) Prescribed by GSA FAR (48 CFR) 53.243

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

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

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

8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X) 9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED (SEE ITEM 13)

CODE FACILITY CODE

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

Section 00 00 00 - Procurement and Contracting Requirements

The following changes have been made:

INFORMATION FROM TO

Contract Description

1. 100% UNRESTRICTED FULL

AND OPEN COMPETITION WITH

HUBZONE PRICE EVALUATION

PREFERENCE.

2. NAICS CODE 237110, SIZE

STANDARD $45,000,000.00.

3. PROJECT MAGNITUDE

RANGE: BETWEEN $5,000,000 and $10,000,000.

4. SUBMIT PROPOSAL NO

LATER THAN 2:00PM EST ON 15

September 2025 TO MICHAEL

MCCUE, MICHAEL.L.

MCCUE@USACE.ARMY.MIL.

1. 100% UNRESTRICTED FULL AND

OPEN COMPETITION WITH HUBZONE

PRICE EVALUATION PREFERENCE.

2. NAICS CODE 237110, SIZE STANDARD

$45,000,000.00.

3. PROJECT MAGNITUDE RANGE:

BETWEEN $5,000,000 and $10,000,000.

4. CONTRACTORS ARE REQUIRED TO

DELIVER BIDS TO 26 FEDERAL PLAZA

ROOM 16-300 THE DESIGNATED

RECIPIENT OF BIDS IS NICHOLAS

EMANUEL (917)790-8069.

Response Due Date

15 Sep 2025 22 Sep 2025

Section 00 21 13 - Instructions to Bidders

Miscellaneous text in this section has been modified to:

CPARS- The Federal Acquisition Regulation (FAR) requires that Past Performance Information (PPI)be collected on DoD contracts. The Contractor Performance Assessment Reporting System (CPARS) is a web enabled application the supports the completion, distribution and retrieval of all contract performance evaluations. Contractor Representative are responsible for reviewing and commenting on evaluations submitted on the Contractor Performance Assessment Reporting System (CPARS)website at

.https://www.cpars.gov/index.htm

BONDS- The Standard Forms (SF24, SF25, and SF25A) for these bonds have been revised as of October2023, when including your bid/offer, contractors/sureties shall use the revised versions. No other version will be valid and thus may render your bid/offer nonresponsive.

W912DS25BA0170003

https://www.cpars.gov/index.htm

E VERIFY- "The Contractor must pre-screen Candidates using the E-Verify Program(http://www.uscis.gov /e-verify) website to meet the established employment eligibility requirements. The Vendor must ensure that the Candidate has two valid forms of Government issued identification prior to enrollment to ensure the correct information is entered into the E-Verify system. An initial list of verified/eligible Candidates must be provided to the COR no later than 3business days after the initial contract award." *When contracts are with individuals, the individuals will be required to complete a Form I-9,Employment Eligibility Verification, with the designated Government representative. This Form will be provided to the Contracting Officer and shall become part of the official contract file.

BID SUBMISSION INSTRUCTIONS- Contractors are required to deliver Bids to 26 Federal Plaza room 16- 300 the designated recipient of bids is Nicholas Emanuel (917)790-8069. Bids are due no later than 22 September 2025 at 2:00 P.M. Bid opening will happen on 2025 at 2:00 P.M.EST22 September

NOTE: If dropping bids off in person, please advise via email to Michael.L.Mccue@usace.army.mil and nicholas.p.emanuel@usace.army.mil

The government will not be responsible for submissions delivered to any location or to anyone other than those designated to receive proposals. Offerors are responsible for ensuring that Bids are submitted so as to reach the designated recipient and designated location. Offerors are responsible for allowing sufficient time for the bids to be received in accordance with the instructions provided.

Bidders are encouraged to call into the following teleconference line:

Call number +1 601-262-2433

Phone Conference ID: 503 077 453#

Bidder must keep their phone on mute as to not disrupt the reader. Please limit the amount of company employees calling into the line so that the line does not disconnect. The abstract of bids will be posted to the Sam.Gov website.

ADDITIONAL INSTRUCTIONS

Potential Bidders are reminded that only the minimum documents are required for bid submission:

1. Signed 1442.

2. Acknowledged amendments.

3. Filled out bid schedule and totals.

4. Bid Guarantee.

Section 00 22 16 - Supplementary Instructions to Proposers

Miscellaneous text in this section has been modified to:

To Bidders

The purpose of this amendment is to make the following changes to the solicitation.

DRAWINGS

1. The following DRAWINGS have been REVISED and REISSUED:

C-102 Site Plan

C-201 Details I

A-101 Lower Level Construction Plan / Piles

A-102 Upper Level Construction Plan

M-102 Well No.5 Building Floor Plan

E-102 Well No.5 Building Power Plan

E-103 Well No.5 Building Lighting Plan

E-106 Generator Set Skin-Tight Enclosure Plan and Elevations

E-107 Generator Fuel Storage Tank and Notes

2.

The following DRAWINGS have been ADDED: None.

3.

The following DRAWINGS have been DELETED: None

4.

The following DRAWINGS have been REVISED but NOT REISSUED: None.

SPECIFICATIONS:

1.

The following SPECIFICATION SECTIONS have been ADDED and are provided in their entirety herein: None

2.

The following SPECIFICATIONS SECTIONS have been DELETED in their entirety: None

3.

The following SPECIFICATION SECTIONS have been REVISED (red strike/green add) and

REISSUED:

26 20 00 Diesel Engine Driven Generator

01 45 00.15 10 RMS Contractor Mode Section 1.3 'Contract Administration'

4.

The following SPECIFICATION SECTIONS have been REVISED but NOT REISSUED: None

QUESTIONS AND GOVERNMENT REPLY

Question 1: How are mobilization and demobilization costs to be accounted for the optional CLIN's? The price and payment procedures for CLIN 0001 is not clear as to what its supposed to cover and with the logistical difficulty of the project mobe and demobe of the optional CLINs is critical.

Government Response: Mobilization and demobilization shall be included in the respective bid item.

Question 2:

What is the alternative is the well is drill and installed but does not perform as designed?

Government Response:

Contract will operate as described in Section 00 20 00 - Instructions for Procurements.

Question 3: Dewatering will be a key element to this project. Can you please provide a dewatering specification? Is there an NYS DEC Long Island Well and Dewatering permit for this project?

Government Response: Refer to Section 31 23 16 - Earthwork.

Question 4:

What vibration and or settlement monitoring will be required for this project?

Government Response:

No vibration and settlement monitoring will be required.

Question 5: Please provide manufacturer list for the roof and siding materials on the building.

Government Response: No manufacturer specified. Contractor to meet performance-based specs and submit for review.

Question 6: The drawings and specifications appear to have been originally prepared and sealed under earlier code cycles. Who will be responsible for ensuring that the drawings and specifications are updated to reflect current code requirements?

Government Response: The drawings have been reviewed by the Project Team and to the best of our knowledge the drawings and specifications conform with current code requirements.

Question 7: Section 01 11 00, Part 1.1 states that Award and Notice to Proceed (NTP) are distinct, and NTP will not be issued until after major procurements are complete. Please confirm whether long-lead items (e.g., the generator or other specifically identified equipment) may be excluded until NTP is granted.

Government Response: The Contractor must commence work under this contract within ten (10) calendar days after receipt of the Notice to Proceed (NTP). The Contractor shall diligently prosecute the work and complete all Base Work Items (CLINs 0001 through 0004, 0011) within 230 calendar days from the date of NTP. If exercised, Optional Items (CLINs 0005 through 0010) will extend the contract period of performance beyond the base duration, in accordance with the estimated durations identified in the Bid Schedule.

Question 8: Section 33 11 13 states that previously drilled test wells may not be used for permanent wells and must be abandoned per project specifications. Please confirm that all existing test wells on site are to be abandoned under this project.

Government Response: The single existing test well is to be abandoned.

Question 9: Please clarify which CLIN captures the site work? -Concrete Driveway -6" Gravel -Single & Double Gates

Government Response: See CLIN 0008

Question 10: Please confirm whether the project has received full approval from the City Council, zoning authorities, and permitting agencies

Government Response: Yes.

Question 11:

Are all required access agreements in place?

Government Response:

Permitting is the sole responsibility of the Contractor. Include these costs in the bid.

Question 12:

Have project funds been fully allocated and reserved for execution?

Government Response:

Yes, all funding is available.

Question 13: Since the project is for the Village of Ocean Beach, will permits be required through the local permitting department, and if so, will permit fees be waived or charged to the contractor?

Government Response: Permitting is the sole responsibility of the Contractor. Include these costs in the bid.

Question 14: The Solicitation directs proposals to be submitted by email to Michael McCue (michael.l.

mccue@usace.army.mil) no later than 2:00 PM EST on 11 September 2025. - Section 00 21 12 ("Bid Submission Instructions") directs bids to be physically delivered to 26 Federal Plaza, Room 16-300, with Nicholas Emanuel identified as the recipient. - Please confirm the acceptable method of submission --specifically, whether electronic submission via email will be accepted in lieu of physical delivery.

Government Response: Electronic submission via email will NOT be accepted in lieu of physical delivery. Contractors are required to deliver Bids to 26 Federal Plaza room 16-300 the designated recipient of bids is Nicholas Emanuel (917)790-8069.

Question 15: Good Afternoon, The specs say the foundation design is based on the geotechnical Reports prepared by J.R. Holzmacher P.E., LLC Dated 5/25/17, I can't seem to find this in the bidding documents and our Subs need this to provide a correct proposal. Are you able to send this to me as soon as possible, I apologize I just realized all requested needed to go through here.

Government Response: Please see Appendix C - Geotechnical Report.

Question 16: Good Morning, Can you please help me with a few questions in regards to this project, I'm seeing in the instructions the items we should send to you for the bid opening but I wanted to ask you in section 00 21 13 number 4 and 5, in regards to number 4 the bid guarantee you guys are requesting form SF24, SF25 and SF25A. I am not seeing the forms in the package, I did however request this form from my bonding company, I hope this is okay. One other question, I am seeing we need to check off box D on 52.204-8 I see that section but not seeing a box to be checked off. I really appreciate your help with this. Thank you so much and I hope you have a great day.

Government Response: Bid bonds from an authorized bonding company are acceptable. Removed Additional Instructions, Item 5, Bidders must check off box (d)in 52.204-8 Annual Representations and Certifications (DEC 2019) for being on SAM.gov, as the provision has been revised.

Question 17: Will compensatory extensions be granted on a "like-for-like" basis for delays outside the contractor's control, such as permitting (e.g., NYSDEC approvals) or long-lead procurement items?

Government Response: No, compensatory extensions will not be granted on a "like-for-like" basis for delays outside the contractor's control, such as permitting (e.g., NYSDEC approvals) or long-lead procurement items. It is the contractor's responsibility to obtain all necessary permits and to manage procurement activities in a manner that aligns with and supports the project schedule.

Question 18: May the Quality Control Manager (QCM) also serve as the Site Safety & Health Officer

(SSHO)?

Government Response: No, these must be separate individuals performing each respective jobs.

Question 19: May the QCM act as a Competent Person (CP) for tasks where they meet the qualification requirements?

Government Response: Yes, however if responsibilities as CP prevent QCM duties, an alternate CQM may be required.

Question 20: Given the residential setting and limited site access, may the project sign requirement be waived?

Government Response: Project sign requirements will not be waived.

Question 21: Will a dedicated site office be required, or can this requirement be adjusted given the limited storage and staging space available?

Government Response: Office for USACE is required. Coordinate with the COR. Space may be a trailer, commercial or residential space in close proximity to the work location.

Question 22: Section 01 32 01.00 10 requires the use of scheduling software. Will the use of Microsoft Project be acceptable in lieu of Primavera for the preparation and update of the project schedule?

Government Response: The UFGS 01 32 01.00 10 template allows for other software to be used, permitted it can meet the specification requirement. Scheduling software must be compatible with RMS (Resident Management System). Updated text for Specification 01 45 00.15 10 RMS Contractor Mode Section 1.3 'Contract Administration'.

Question 23: Please clarify what type of rolling door is wanted. The specs suggest an insulated door, and the door schedule does not show a fire rating on the doors.

Government Response: Refer to Section 08 33 23 - Overhead Coiling Door.

Question 24: The Drawing Set PDF contains 40 pages, while the index references 46 pages. It appears the Architectural set reuses page numbers (Sheets 6-11), which offsets the overall count. Since no drawings appear to be missing, can you confirm this numbering is intentional and not a scope or omission issue?

Government Response: Construction Drawings consist of 46 plans.

Question 25: Section 40 63 00-13, Item 26a specifies "CompactLogix PLCs" and "1746/1747 I/O. Since the 1746/1747 I/O modules are obsolete and not part of the CompactLogix series, please clarify the intended communication protocol (e.g., Ethernet, Spread Spectrum) so a compliant and current solution can be proposed.

Government Response: PLCs shall accommodate protocol as required for remote I/O devices that communicate via Ethernet and for remote communications, both cellular and spread spectrum radio.

Question 26: Please provide specifications for the Drive-Cast Displacement Helical Piles. There is no mention of them in Spec Section 31 66 15. Please provide grout specifications and placement criteria.

Government Response: Specification 31 66 15 is the correct specification section for Drive-Cast Displacement HelicalPiles. This should be used in conjunction with the helical screw anchor (HSA) notes on drawing S-101. The HSA's are a delegated design item for a Professional Engineer working for the HAS sub contractor to design and detail, including the grout. The grout shall meet the 7,000 psi minimum requirements in the concrete notes on S-101.

Question 27: Can shoring or formwork be left in place under the 8N slab at Elevation ~2.00?

Government Response: The design intent was for slab 8N to be cast against grade after the area under the slab is backfilled to the proper elevation, following completion of the footings and walls. Shoring and formwork should not be required.

Question 28:

Please provide a geotech report and borings for helical pile purposes.

Government Response:

Please see Appendix C - Geotechnical Report.

KO CONTRACTING DIVISION, 26 FEDERAL PLAZA ROOM 16 300

NEW YORK, NY 10278-0004

UNITED STATES

MICHAEL MCCUE, EMAIL: MICHAEL.L.MCCUE@USACE.ARMY.MIL TELEPHONE: 000-000-0000

AdminBy:

SCD: PAS:

OFFEROR MUST ACKNOWLEDGE RECEIPT OF THIS AMENDMENT BY THE DATE SPECIFIED IN THE PROPOSAL (OR AS AMENDED) BY ONE OF THE FOLLOWING METHODS: IN THE SPACE PROVIDED ON SF1442, BY SEPARATE LETTER, OR BY SIGNING BLOCK 15 BELOW.

FAILURE TO ACKNOWLEDGE AMENDMENTS BY THE DATE AND TIME SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER IN ACCORDANCE WITH THE

SUBMISSION, MODIFICATION, REVISION, AND WITHDRAWAL OF PROPOSALS (FAR 15.208).