Amendment 0004 - NP CHOH 206(1) 913(1) ETC.pdf
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- Solicitation number
- 693C73-23-B-000006
About this file
This federal solicitation seeks sealed bids from certified Small Business Concerns for bridge replacement and repair work at Chesapeake and Ohio Canal National Historical Park. The project includes replacing three bridges, constructing a new pedestrian bridge, and repairing a box culvert. Work encompasses structural concrete and steel, timber, prefabricated steel bridges, micropiles, stone masonry repair, and temporary erosion control. The total project cost is expected to range from $2 million to $5 million. The solicitation will be issued on or around January 19, 2023, with bid due date and location specified in Block 13a. The Department of Transportation Federal Highway Administration and Eastern Federal Lands Highway Division are administering the contract, which will be split into multiple work schedules and options.
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(x)
693C7323B000006 x x
1 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 ACKNOWLEDGEMENT 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.
x
ASHBURN VA 20147
ATTN: Construction
693C73
SUITE E2-3-300
QUANTUM PARK, 22001 LOUDOUN COUNTY PKWY
EASTERN FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
ASHBURN VA 20147
ATTN: Acquisitions
693C73
SUITE E2-3-300
QUANTUM PARK, 22001 LOUDOUN COUNTY PKWY
EASTERN FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
See Block 1402/21/20230004
13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS. IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.
12. ACCOUNTING AND APPROPRIATION DATA (If required) is not extended.is extended, Items 8 and 15, and returning
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
The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers
11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS
FACILITY CODE CODE
10B. DATED (SEE ITEM 13)
10A. MODIFICATION OF CONTRACT/ORDER NO.
9B. DATED (SEE ITEM 11)
9A. AMENDMENT OF SOLICITATION NO.
CODE
8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code)
7. ADMINISTERED BY (If other than Item 6)CODE 6. ISSUED BY
PAGE OF PAGES
4. REQUISITION/PURCHASE REQ. NO.3. EFFECTIVE DATE2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO. (If applicable)
1. CONTRACT ID CODE
AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT
01/20/2023
CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT
B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:
D. OTHER (Specify type of modification and authority) appropriation data, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).
E. IMPORTANT: Contractor is not is required to sign this document and return __________________ copies to the issuing office.
ORDER NO. IN ITEM 10A.
14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)
Project NP CHOH 206(1) 913(1) ETC
The purpose of this Amendment is to:
1) Update the Special Contract Requirements (SCRs), Subsection 567.06 (J pages) of the
Solicitation.
2) Respond to bidder questions.
3) The bid opening date of February 28, 2023, at 2:00 p.m. EST remains unchanged.
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)15A. NAME AND TITLE OF SIGNER (Type or print)
15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 15B. CONTRACTOR/OFFEROR 16C. DATE SIGNED
(Signature of person authorized to sign) (Signature of Contracting Officer)
STANDARD FORM 30 (REV. 11/2016)
Prescribed by GSA FAR (48 CFR) 53.243
Previous edition unusable
Except as provided herein, all terms and conditions of the document referenced in Item 9 A or 10A, as heretofore changed, remains unchanged and in full force and effect .
Amendment 0004
Info Page 1 of 2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
Amendment No. 0004
Project NP CHOH 206(1), 913(1), ETC.
Chesapeake and Ohio Canal National Historical Park
Solicitation: 693C73-23-B-000006
The purpose of this Amendment is to:
1) Update the Special Contract Requirements (SCRs), Subsection 567.06 (J pages) of the Solicitation.
2) Respond to bidder questions.
3) The bid opening date of February 28, 2023, at 2:00 p.m. EST remains unchanged.
Solicitation Changes
1) SCR changes:
567.06(b)(1). Delete the Subsection.
567.06(b)(2). Delete the first two sentences of the Subsection and substitute the following:
The CO will designate production micropiles for proof testing at Culvert 82 site. One test will be performed per abutment. Proof test locations for the other three bridges are shown in the plans.
Test according to Tables 567-3 and 567-4. Delete verification testing from Table 567-4.
2) Responses to bidder questions:
Question: Our micropile subcontractor is questioning the tests required. Can you let me know which test will be required because the specs don’t appear to state the ASTM? Can they also clarify exactly what ASTM test they want on the pile? There’s a compression test (Push down on pile), tension test (Pull up on Pile) and a lateral test (Push against pile). ASTM 1143
(Compression), ASTM 3669, (Tension), ASTM 3966 (Lateral). This is very important because compression and lateral test require sacrificial micropiles.
Response: Only compression tests are required. There are no ASTM tests to be performed.
Verification testing will not be required. Only proof tests (one per abutment will be required).
Perform tests according to Subsection 567.06(b)(2) of FP-14 and SCRs. An amendment to the
SCRs is included as part of this Solicitation.
Question: I am referring to pages 11 and 12 of the IFB where it states the length of the project. It states we have 245 calendar days to complete the project. According to Bridge Brothers (please see attachment) the lead time for the bridge to be supplied is 12 weeks for design drawings and
Amendment 0004
Info Page 2 of 2
24 weeks from the time the drawings are approved for the bridge to be manufactured. That is 252 calendar days. This doesn't take into account for the time it will take for the drawings to be approved and time to complete the project after the bridges are delivered. So in conclusion how is the length of the project going to be effected/reconciled?
This lead time applies to all four bridges, Schedule A and Schedule B. If the project were awarded by May 1 and the construction time did not begin until after Labor Day, the project schedule should work.
Response: We can award and delay the notice to proceed for Schedule A (Base Contract) and
Schedule B (Option 1) until drawings, approvals and fabrication for the bridges are complete.
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