Amendment W912WJ26QA017-0001.pdf
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- Solicitation number
- W912WJ26QA017
About this file
This document is an Amendment of Solicitation (Standard Form 30) for a sealcoating and crack repair project issued by the U.S. Army Corps of Engineers (USACE) New England District. The solicitation (W912WJ26QA017) remains open until December 3, 2025, at 5:00 PM Eastern, and this amendment includes a site visit attendee list featuring 12 companies from the sealcoating and construction industry.
The amendment provides responses to four key vendor questions, clarifying technical requirements for the project. Specifically, contractors must fill cracks and voids greater than 1-1/2" wide or deep prior to seal coating, and are responsible for determining the appropriate number of seal coating layers to ensure durability. The measurements provided in the Statement of Work (SOW) are approximations, and vendors are advised to conduct their own site measurements. The contractor can use any crack-filling product that meets the SOW requirements, with mastic asphalt being potentially acceptable.
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Other files
| File | Type | Posted |
|---|---|---|
| Amendment W912WJ26QA017-0003.pdf | ||
| Amendment W912WJ26QA017-0002.pdf | ||
| Solicitation - W912WJ26QA017.pdf | ||
| Attachments.pdf |
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Text version
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
J 1 3
0001 25 NOV 2025
W912WJ
W2SD ENDIST NEW ENGLAND
KO CONTRACTING DIVISION, 696 VIRGINIA ROAD
CONCORD, MA 01742-2751
UNITED STATES
JENNIFER SAMELA, EMAIL: JENNIFER.M.SAMELA@USACE.ARMY.MIL TELEPHONE:
978-318-8324
SCD: PAS:
W912WJ26QA017
19 NOV 2025
SEE SECTION G - CONTRACT ADMINISTRATION DATA
Amendment is necessary to post the site visit attendee list and provide responses to questions from industry.
Closing remains December 3, 2025 at 5:00 PM Eastern.
All other terms and conditions remain unchanged.
JENNIFER SAMELA
25 NOV 2025
SECTION SF 30 BLOCK 14 CONTINUATION PAGE
SUMMARY OF CHANGES
Section A - Solicitation/Contract Form
The following changes have been made:
Miscellaneous text in this section has been added to:
Site Visit Attendee List
NAME Company Jason Muise JMuise Sealcoating Jason Deskus JP Solution Mike Smith Premier Sealcoating Nicholas Lavallee Grindstone Sealcoating Billy Cates Cates Sealcoating and Striping Lamont Davis Anvil Steel Nimesh Patel Vedant Construction Inc Allen Dunn Kelly Construction Services Chris Hansen Integrity Construction & Excavation Adam Costa MA Sealcoating Ben Bachand Bachand Sealcoating Joe Tremblay Asphalt Repair Services Inc
Question 1: The SOW states that existing cracks and voids are up to 1" wide and 1" deep, but the execution section specifies filling only cracks and voids greater than 1-1/2" wide or 1-1/2" deep. Were the estimated crack lengths in the SOW based on 1" wide x 1" deep, or 1-1/2" wide x 1-1/2" deep?
Response 1: In accordance with the SOW, all cracks and voids measuring greater than 1-1/2" wide or 1-1 /2" deep must be filled prior to seal coating. Cracks and voids of smaller dimensions do not require filling prior to seal coating. The estimated crack lengths in the SOW were based off the total measurements of all cracks small and large in dimension. Measurements may be self-performed on the site as the areas are open to the public. Interested vendors are responsible for confirming measurements.
Question 2: For seal coating, is the requirement one coat or two coats?
Response 2: The Contractor is responsible for delivering a final product that will withstand traffic flow for each service location. The Contractor shall determine their application of seal coating dependent on their product. Refer to the Products section for product requirements.
W912WJ26QA0170001
Question 3: Is mastic asphalt an acceptable product for filling cracks and voids?
Response 3: The Contractor can use any product so long as it meets the requirements included in the SOW. Refer to the Products section for product requirements.
Question 4: Some site visit attendees noted a discrepancy in their measurements of linear feet and those stated in the SOW.
Response 4: The measurements provided for existing conditions in the SOW are approximations based on USACE's measurements of existing site conditions. Vendors are responsible for any final measurements necessary for providing a quote.
W912WJ26QA0170001
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