36C78625B0014 0003.docx
DOCX document 215 KB Posted
- Solicitation number
- 36C78625B0014
About this file
This document is an Amendment to Solicitation for a Department of Veterans Affairs National Cemetery Administration project to repair a pole barn at Camp Butler National Cemetery in Springfield, IL. The amendment addresses pre-bid Request for Information (RFI) responses regarding the construction specifications, specifically focusing on the cathedral ceiling and truss design.
Key details include: Solicitation Number 36C78625B0014 for Project 806-NRM2425-006, with bids due on Wednesday, April 30, 2025, at 2:00 PM EST. The contractor is responsible for designing and building the barn's cathedral ceiling, with a specific requirement of providing >14 feet of clearance across approximately 75% of the 30-foot truss span. Bidders are instructed to email proposals to Richard.Adu@va.gov. The amendment allows for potential value-engineered solutions, such as a vaulted parallel truss design, but requires detailed specifications on head space dimensions and structural compatibility.
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Other files
| File | Type | Posted |
|---|---|---|
| 36C78625B0014 0002.docx | DOCX document | |
| 36C78625B0014 0001.docx | DOCX document | |
| 36C78625B0014_1.docx | DOCX document | |
| Specification 806-NRM2425-006 Repair Pole Barn Trusses at CBNC.zip | ZIP file | |
| VAAR 852.219-75 VA Notice of Limitations On Subcontracting Certificate.docx | DOCX document | |
| IFB Lump Sum Division Spreadsheet.xlsx | XLSX spreadsheet |
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Text version
5. PROJECT NUMBER (if applicable)
CODE
7.
ADMINISTERED BY
2. AMENDMENT/MODIFICATION NUMBER
CODE
6. ISSUED BY
8. NAME AND ADDRESS OF CONTRACTOR
4. REQUISITION/PURCHASE REQ. NUMBER
3. EFFECTIVE DATE
9A. AMENDMENT OF SOLICITATION NUMBER
9B. DATED
PAGE OF
PAGES
10A. MODIFICATION OF CONTRACT/ORDER NUMBER
10B. DATED
BPA NO.
1. CONTRACT ID CODE
FACILITY CODE
CODE
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:
The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers
E. IMPORTANT:
is extended,
(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 is not extended.
12. ACCOUNTING AND APPROPRIATION DATA
(REV. 11/2016)
is required to sign this document and return ___________ copies to the issuing office.
is not, 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.
15C. DATE SIGNED
B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).
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.
C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:
D. OTHER
Contractor
16C. DATE SIGNED
14. DESCRIPTION OF AMENDMENT/MODIFICATION
16B. UNITED
STATES OF AMERICA
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
16A. NAME AND TITLE OF
CONTRACTING OFFICER
15B. CONTRACTOR/OFFEROR
STANDARD FORM 30
PREVIOUS EDITION NOT USABLE
Prescribed by GSA - FAR (48 CFR) 53.243 (Type or print) (Type or print) (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)
(Number, street, county, State and ZIP Code) (If other than Item 6) (Specify type of modification and authority) (such as changes in paying office, appropriation date, etc.)
(If required)
(SEE ITEM 11)
(SEE ITEM 13)
(X)
CHECK
ONE
13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS,
IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.
11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF
SOLICITATIONS
AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT
(Signature of person authorized to sign) (Signature of Contracting Officer) 04-18-2025
F365143-25-2000012
806-NRM2425-006
36C786 Department of Veterans Affairs National Cemetery Administration Contracting Services 18434 Joplin Road Triangle VA 22172 36C786 Department of Veterans Affairs National Cemetery Administration Contracting Services 18434 Joplin Road Triangle VA 22172 To all Offerors/Bidders
36C78625B0014
X X X X
This amendment to solicitation number 36C78625B0014 is to issued response to additional prebid RFIs submitted by interested bidders.
Refer to the continuation page for the responses to the prebid RFIs.
Bids due and opening date remains Wednesday, April 30, 2025, at 2:00 PM Eastern Standard Time (EST).
Bids must be emailed to Richard.Adu@va.gov.
All the terms and conditions of solicitation number 36C78625B0014 remains unchanged.
Richard Adu Contracting Officer Response to PreBid RFIs 36C78625B0014 for 806-NRM2425-006 Repair Pole Barn Camp Butler NC Question
1) Are there engineered specifications for the basis of design? Is it the contractor’s responsibility to have the support engineered? To properly construct this cathedral ceiling and the load bearing wall we need the following information:
Answer:
1. The contractor is responsible to design and build the barn’s cathedral ceiling as described in the Statement of work.
Question RFI-002 – In response to NCA answer, we would like to provide an alternative solution to the cathedral ceiling, believing that the alternative would be in the best interest of the government.
2) Would it be possible to install a vaulted parallel truss? This option would eliminate the need for the bearing wall, therefore offering a more cost-effective solution.
· Trusses designed like this can be placed beside the existing truss and then existing truss can be cut back to match the new truss and no longer be in the way.
Answer:
2. The truss span is approximately 30 feet. The value engineered solution must provide >14 feet of clearance across approximately 75% of the span. Please provide head space dimensions for the proposed solution.
Photos of the alterative possibilities:
This amendment to solicitation number 36C78625B0014 is to issues additional prebid RFI responses.
End of Document image1.jpeg image2.jpeg
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