36C78624B0029 0004.docx
DOCX document 28 KB Posted
- Attached to
- Y1PZ--820-MM24-03B Quincy Bridge and Emery Creek Stabilization at Quincy National Cemetery
- Solicitation number
- 36C78624B0029
About this file
This document is an amendment to solicitation number 36C78624B0029 for Project Number 820-MM24-03B, Quincy Bridge and Emery Creek Stabilization at the Quincy National Cemetery. The amendment publishes second responses to pre-bid Request for Information (RFI) questions submitted by interested vendors. Key details include:
The estimated quantities for rip rap have been revised from 5,400 SF to 6,000 SF for the smaller rip rap areas, and from 1,600 SF to 2,400 SF for the larger rip rap areas. The dredging depth is clarified to be 6 inches, with no pooling allowed on either side of the bridge. The acceptable rip rap stone sizes have been revised to align with Illinois state mandates of 3-8 inches, 6-12 inches, and 12-18 inches, instead of the initially stated 6-8 inches, 14-18 inches, and 10-16 inches. The bid due date remains July 9, 2024 at 2:00 pm EST.
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Other files
| File | Type | Posted |
|---|---|---|
| 36C78624B0029 0003.docx | DOCX document | |
| 36C78624B0029 0002.docx | DOCX document | |
| 36C78624B0029 0001.docx | DOCX document | |
| Revised Quincy National Cemetery Bridge Analysis Final Report.pdf | ||
| FAR 52.219-28 POST-AWARD SMALL BUSINESS PROGRAM REREPRESENTATION SEP 2023.docx | DOCX document | |
| Quincy National Cemetary Bridge Analysis Final Report.pdf | ||
| Limitations on Subcontracting Certificate for.docx | DOCX document | |
| IFB Lump Sum Division Spreadsheet.xlsx | XLSX spreadsheet | |
| 36C78624B0029_1.docx | DOCX document | |
| Statement of Work 820-MM24-03B Quincy Bridge and Emery Creek Stabilization at Quincy NC.pdf | ||
| Specification 820-MM24-03B Quincy Bridge and Emery Creek Stabilization at Quincy NC.pdf |
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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 NUMBERE
D 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 amendmen t, 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) 7744-000029
820-MM24-03B
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
36C78624B0029 06-24-2024
X X X
X
This amendment to solicitation number 36C78624B0029 for Project Number 820-MM24-03B Quincy Bridge and Emery Creek Stabilization at Quincy National Cemetery is to publish second responses to prebid Request for Information questions submitted by interested vendors . Please refer to the continuation page for the responses to the prebid RFI questions.
The bid due date remains Tuesday, July 9, 2024, at 2:00 pm Eastern Standard Time (EST).
All amendments should be acknowledged.
Richard Adu Contracting Officer
RESPONSE TO PREBID REQUEST FOR INFORMATION 2
Project Number 820-MM24-03B Bridge and Emery Creek Stabilization at Quincy National Cemetery Solicitation #: 36C78624B0029
Question 13:
Per the previous RFI responses it was stated that the Rip Rap Sq. Ft is 5,400 sq ft. Upon our site investigation and field measurements we identified 6,000 sq ft required. – Please confirm
Response 5,400 SF was an estimate. 6,000 SF is an acceptable revision.
Question 14:
Per the previous RFI responses it was stated that the larger Rip Rap sq ft required is 1,600 sq. ft. Upon our team’s field measurements, it was identified that this area requires 2,400 sq ft. – Please confirm
Response 1,600 SF was an estimate. 2,400 SF is an acceptable revision.
Question 15:
During the site visit it was stated that the creek was to be dredged 6”. The previous RFI responses now call out for 16” to be dredged. – Please confirm
Response Dredging is to be between 6” deep as not to cause pooling.
Question 16:
In the “Additional Comment” section of the previous RFI responses states, “Do not excavate below the top of bridge footing.” This will create pooling on each side of the bridge which may be of concern. – Please confirm
Response Dredge so the there is no pooling on either side of bridge.
Question 17:
Photo #2 in the RFI responses calls for rip rap stones of 6-8”. Illinois State Mandate is RR3 which is 3-8” stones. Please confirm acceptance.
Response 3-8 is acceptable.
Question 18:
The Scope of Work (SOW) provided calls for rip-rapping stones of 14-18”. Illinois State Mandate is RR4 which is 6-12”. Please confirm acceptance.
Response 14-18” is acceptable.
Question 19:
The Scope of Work (SOW) provided calls for 10-16”. The State of Illinois Mandate is RR5 which is 12-18”. Please confirm acceptance.
Response 12-18” is acceptable.
End of Document
This amendment to solicitation number 36C78624B0029 for Project Number 820-MM24-03B Quincy Bridge and Emery Creek Stabilization at Quincy National Cemetery is to publish second responses to prebid Request for Information questions submitted by interested vendors.
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