Amendment 0002.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

The above numbered solicitation for the Algiers Dolphin Replacement has been amended to:

1. Set new bid opening date for 6 February 2024 at 11:00 AM CST via audio teleconference. All bids are due on 6 February 2024 at 10:00 AM CST

2. Update Specifications and Plans (Please see attached pages).

3. Update Instruction to bidders.

4. Provide responses to contractor questions. All questions should be submitted via email by COB 31 January 2024.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 5

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

16C. DATE SIGNED

BY 29-Jan-2024

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street , County, State and Zip Code) X W912P824B0002

X 9B. DATED (SEE ITEM 11)

15-Dec-2023

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer X is extended, is not extended.

Offer 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 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 telegram 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 telegram or letter, provided each telegram or letter 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 NO. AS DESCRIBED IN ITEM 14.

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.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, 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.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

29-Jan-2024

CODE

CONTRACTING DIV- CHIEF

7400 LEAKE AVENUE, ROOM 172

NEW ORLEANS LA 70118-3651

W912P8 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912P824B0002

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00010 - BIDDING SCHEDULE

CLIN 0012

This CLIN has been renumbered to CLIN 0013.

CLIN 0013

This CLIN has been renumbered to CLIN 0014.

CLIN 0014

This CLIN has been renumbered to CLIN 0015.

CLIN 0015

This CLIN has been renumbered to CLIN 0016.

CLIN 0016

This CLIN has been renumbered to CLIN 0017.

CLIN 0017

This CLIN has been renumbered to CLIN 0018.

CLIN 0018

This CLIN has been renumbered to CLIN 0019.

CLIN 0019

This CLIN has been renumbered to CLIN 0020.

CLIN 0012 is added as follows:

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0012 1 Job Exterior Lighting

FFP

FOB: Destination

NET AMT

The following Acceptance/Inspection Schedule was added for CLIN 0012:

INSPECT AT INSPECT BY ACCEPT AT ACCEPT BY

N/A N/A N/A Government

SECTION 00100 - INSTRUCTIONS TO BIDDERS

The following have been modified:

BIDDER INSTRUCTIONS

SOLICITATION NUMBER: W912P824B0002

NOTE: BIDDERS MAY SUBMIT BIDS BY ONLY ONE METHOD: A) ELECTRONIC COMMERCE

(EMAIL) OR BY 2) PHYSICAL SUBMISSION. BIDDERS SHALL LIMIT THE BID SUBMITTAL TO ONE

OPTION OR THE OTHER, NOT BOTH.

Electronic Submission of Bids/Proposals (Email):

The New Orleans District utilizes electronic commerce (Email) for receipt of electronic bids under this IFB solicitation. To submit an electronic commerce (Email) bid please follow these steps:

1. Send an email containing your name, email address and bid/proposal to the following emails associated with the IFB (MUST include all emails):

Bianca.M.JamesGaddison@USACE.ARMY.MIL Jason.D.Crockett@USACE.ARMY.MIL

2. ALL BIDS SUBMITTED BY EMAIL MUST CONTAIN THE SOLICITATION NUMBER IN THE

SUBJECT LINE.

3. Once the agency receives your bid/proposal at the above email addresses, you will then receive a confirmation email stating your bid/proposal was received. If a bidder does not receive a reply acknowledging receipt electronically from the New Orleans District, it is incumbent upon the bidder to seek confirmation from the issuing Contracting office by phone.

Note: The size limit for incoming emails is 35MB. Any bid/proposal over this size may not be accepted by the server and will constitute the bid not being received timely. Please note that embedded links, URLs, and other html language included may interfere with the USACE server security, which may cause emails to be removed prior to being received by the contracting office. Bidders are advised to refrain from including external links, embedded links, URLs, and other html language not germane to the proposal/bid. Please note it is a bidder’s responsibility, when transmitting its bid electronically, to ensure the receipt of its bid to the proper designee at the proper time. See FAR 14.304(b)(1)(i) regarding untimely electronic bids. Please note, MVN’s computer system firewall may cause a delay in receipt of emails, so be sure to allow ample time for possible delay. If your email would exceed 35MB you can use one of the following methods as a work-around:

Use .zip files as attachments. Combine multiple files into a .zip file to compress file size prior to adding as an email attachment.

Send multiple emails. Label each email with same subject line and indicate number of emails. For example:

Smith Construction W912P823BXXXX (1 of 2) Smith Construction W912P823BXXXX (2 of 2).

Physical Submission of Bids:

Bidders may submit their bids by hand carrying or express mail to the New Orleans District Contracting Office in Room 172. Bidders are advised to allow adequate time to ensure timely submission of its bid. Traffic onto the New Orleans District campus may be delayed by trains blocking the entrance or security either at the gate and/or inside of the building. Express delivery may be utilized but it is incumbent upon the bidder to ensure bid delivery time and date is before the receipt of bid cutoff time. See FAR 14.304(b)(1)(ii) and (c).

Bid Opening:

The Bid Opening is currently scheduled for Tuesday, 6 February, 2024, at 11:00 am CST. The Contracting Officer and Contract Specialist will begin downloading bids at 10:00 AM CST, which is the bid submission receipt cutoff time. All bids received after 10:00 AM CST on Tuesday, 6 February, 2024, will be considered late.

Audio Teleconference Bid Opening Information:

Instructions as well as any subsequent audio teleconference Bid Opening Information will be provided on SAM.GOV prior to the final closing date of this solicitation. In the event of changes to the solicitation that require a change to the closing date/time, the bid opening Audio Teleconference information will be provided via amendment.

Teleconference Information:

1-844-800-2712 Attendee Code: 43382870 https://usace1.webex.com/meet/jeffrey.j.waguespack

Following the conclusion of the bid opening, in accordance with FAR 14.403(b), abstracts of offers for unclassified acquisitions shall be available for public inspection via SAM.GOV.

SECTION SF 30 - SF 30 CONTINUATION

The required response date/time has changed from 17-Jan-2024 11:00 AM to 06-Feb-

2024 11:00 AM.

(End of Summary of Changes)

Algiers Lock Dolphin Replacement

Solicitation W912P824B0002

Questions and Responses

Received on 2 January 2024

1. Section 00010 Bidding Schedule, our team has assumed that the Bidding Schedule indicates that the permanent materials are broken out from the installation. For example Items 0004 and 0005 are the some of the permanent materials for the Dolphin Structure, is labor and equipment included for Items 0004 and 0005? Or do Items 0004 and 0005 only include the procurement of the piling? Please confirm.

RESPONSE: A description of each contract line item is included within the measurement and payment paragraphs of the advertised specifications. For instance, CLIN 0004 “Steel Sheet Piling, Type PS 31” is described in Section 31 41 16.00 12, Para.

1.3 and Para. 1.4. As stated in Para. 1.4.1, CLIN 0004 includes full compensation for driving, painting, splicing, loading and transporting steel sheet piles. Similarly, CLIN

0005 “Steel H-Piling, HP 14 X 73” is described in Section 31 62 16.00 12, Para. 1.4. As stated in Para, 1.4.1, CLIN 0005 includes full compensation for furnishing, placing and driving, painting, and splicing the steel H-piling.

2. Specification Section 02 41 00 Paragraph 3.1.1. Structures indicates the removal of the existing dolphin to its entirety, should this provision only apply to the Northeast Dolphin, as the Northwest Dolphin is being cut at elevation +5.0’? Please confirm.

a. If the entirety of the Northeast Dolphin is to be removed, will jetting be permitted to extract the sheet pile (if vibrator hammer and dead pull are deemed unsuccessful)?

RESPONSE: As stated in Section 02 41 00, the existing dolphins are to be removed in their entirety. Removal of the NW dolphin is included in the base work and removal of the NE dolphin is included as Optional Work. The existing NW dolphin was partially removed (to approx. EL. 5.0) by the Government in 2020. Below EL. 5.0 NAVD88, the

NW dolphin is intact and will be removed under this contract to allow for construction of the new guidewall. The Government expects that there will be concrete

(approximately 2’ thick) and rebar that will need to be broken up and removed and approximately 70 ft. of sheet pile that will need to be pulled. The entire NE dolphin, including the full length of the steel sheet piles and timber piles will need to be removed by the Contractor, if the Option is exercised. Jetting may be allowed with approval from the Contracting Officer as a means of last resort for extracting the existing sheet pile. The Contracting Officer must be notified prior to jetting so the Government can determine the best course of action.

3. Specification Section 31 41 16.0012 Paragraph 3.1.1.2 Driving indicates that Vibratory hammers shall not be used for driving the sheets. Ensuring pile alignment is of the essence, can vibratory hammers be utilized to initially stabilize the pile in the sheet pile template?

RESPONSE: A vibratory hammer will be allowed to set and drive the sheet piles. This will be addressed via amendment.

4. Specification Section 31 62 19.0012 Paragraph 3.2.1.1 Pile Driving Hammers indicates that

Vibratory hammers shall not be used for driving the timber pile. Ensuring pile alignment is of the essence, can vibratory hammers be utilized to initially stabilize the pile in the pile template?

RESPONSE: A vibratory hammer may not be used to set the timber piles.

Received on January 3 2024

1. Refer to Section 00010 Bidding Schedule Notes 5 thru 7.

Confirm the latest time in calendar days after Base Work award or NTP the Government can award the Optional Work Bid Items? FAR 52.217-7 indicates the Option Work can be exercised in 3 days. Is this correct, and if so, 3 days from what other event (award, NTP, etc)?.

RESPONSE: The Government will decide whether or not to exercise the option items within 150 days after notice to proceed. This will be addressed via amendment. Yes, optional work can be exercised within 3 days via written notification.

2. Refer to SF 1442, Box 12b. Calendar Days. We request the time allowed to furnish bonds following award be increased to 3 calendar days.

RESPONSE: The time allowed to furnish bonds will be increased to 3 calendar days.

3. Refer to SF 1442, Box 13 and Submission of Bids instructions. Box 13 indicates the bid submittal time is 11AM, however bids by e-mail are due by 10AM. Clarify that paper bids are allowed 1 hour later than e-mail? If so, a competitive bid disadvantage could be a possible.

RESPONSE: All bids will need to be received by 10AM on 6 February 2024. The bid opening is scheduled for 11AM on 6 February 2024. Box 13 on the SF1442 has been corrected to reflect the 10AM bid submission time.

4. Refer to Section 01 57 20.00 12, Article 3.1 Nesting of Birds.

If a no-work distance restriction is implemented which affects the progress of work on-site, confirm that contract time extensions will be granted?

RESPONSE: If nesting birds affect the progress of work on-site, a request for time extension should be submitted in accordance with Specification Section 01 32 01.00 12, Paragraph 3.8 REQUESTS FOR TIME EXTENSIONS.

Received on January 3 2024

5. Refer to Drwg S-102. The cell straps shown on the cell in section A4 (15 each down to just above Elev 0.0) do not correlate with the note “Bottom filler plate… Elev. 2.58” and Section

A on S-103. Please clarify .

RESPONSE: Concur. The elevation of the bottom filler plates and strap is EL. 0.8. This will be revised in an amendment.

6. If water elevations prevent completion of welding cell straps in-the-dry, confirm if contract time extensions will be granted.?

RESPONSE: Welding may be performed underwater using divers in accordance with

Specification Section 00 73 75.00 12.

7. To determine excavation quantities, what is the minimum dolphin aggregate fill thickness required under the concrete?

RESPONSE: There is no minimum thickness for the dolphin fill placed beneath the bottom slab of the dolphin. Dolphin fill should be placed to completely fill the void between the existing ground and the slab.

8. Can the inside surface of the vertical wall of the cell concrete be formed in chords, in lieu of a constant radius circle?

RESPONSE: Yes, the inside surface of the cellular concrete wall can be formed in shorts chords in lieu of a constant radius circle. Chord length and quantity must be submitted to the government for review and approval. Significant changes in section thickness will not be approved.

9. Please provide the lock vessel transit counts for 2022 and 2023 calendar years.

RESPONSE: Algiers Lock averages approximately 10,000 lockages per year.

Summarized and real time data is available through the USACE LPMS system -https://www.iwr.usace.army.mil/About/Technical-Centers/NDC-Navigation-and-Civil-

Works-Decision-Support/NDC-Locks/. There were 9561 lockages in 2022 and 8840 lockages in 2023. Note that Algiers Lock was closed for 60 days in 2023 for maintenance.

Received on January 4 2024

10. Refer to Drwg S-103, Elevation detail A. Can a continuous length of 8”x min.1-3/4” plate welded to the sheetpile be substituted for individual 8x8” filler plates as shown?

RESPONSE: No, a continuous plate cannot be used in lieu of the individual filler plates.

The filler plates are intended to fill the gap between the face of the sheet pile and 1” flat bar (strap) that is formed by the sheet pile knuckles. A continuous plate will not fill these gaps.

Received on January 5 2024

11. Refer to Note I Affirmative Action. We do not find the Affirmative Action Program

Requirements of the EEO Clause in the Sol. documents. Please refer us to the requirements in the Sol. document or otherwise provide.

RESPONSE: Please refer to FAR Clause 52.222-27, Affirmative Action Compliance

Requirements for Construction.

12. Refer to Note II Certification of Non-Segregated Facilities. We do not find the article with the certification in the Sol. documents. Please refer us to the requirements in the Sol .

document or otherwise provide.

https://www.iwr.usace.army.mil/About/Technical-Centers/NDC-Navigation-and-Civil-Works-Decision-Support/NDC-Locks/ https://www.iwr.usace.army.mil/About/Technical-Centers/NDC-Navigation-and-Civil-Works-Decision-Support/NDC-Locks/

RESPONSE: Please refer to FAR Clause 52.222-21, Prohibition of Segregated

Facilities.

Received on 5 January 2024

5. Drawing S-106, Partial Elevation A1, indicates for the 12x12 plastic waler connection to the timber pile to be a 7/8” Domedhead bolt. The largest size that our vendors have been able to source is ¾”, will this be acceptable?

Response: This substitution will likely not be acceptable since the Government has identified multiple vendors that can supply the specified product.

6. The Solicitation, Offer, and Award Document; Paragraph 11 indicates that the scope of work is to be completed within 305 calendar days. Does this duration apply only to the base scope of work or does it apply to the base and the optional?

Response: The 305-day duration specified in SF1442, Box 11 is for the base work only.

In the event that the optional work items are exercised, an additional 205 calendars days will be granted to complete the work. This is stated in Section 00010, Note 7.

7. Section 31 41 16.0012 Paragraph 3.1.1.2 and Specification Section 31 62 19.0012 Paragraph

3.2.1.1 indicates that vibratory hammers shall not be used for driving pile. Can vibratory hammers be utilized for pile template installation?

Response: A vibratory hammer may not be used to pile template installation. All pile templates will be subject to government review and approval prior to installation to ensure that they will not interfere with the construction or performance of the permanent structure.

8. Please confirm the tax exemption status of the project.

Response: No, project is not tax exempt.

9. Please confirm Builder’s Risk Insurance is not required for this project.

Response: Builder’s Risk Insurance is not required for this project, but bidders are free, at their discretion, to obtain such insurance if they believe it to be prudent to do so.

10. The Construction Control Manual Chapter 2 Soils indicates that field testing shall be required for the backfill of the Dolphin Structures. There are no provisions of backfill material in the

Contract Drawings or Specifications. Please provide guidance on the material to be used in the backfill of the Dolphin Structures.

Response: The footprint of the dolphin (below and above the slab) is to be filled with dolphin fill per Section 31 62 16.16 12 and Drawing S-102, Section A4. Dolphin fill should consist of shell, crushed stone, or gravel as described in Section 31 62 16.16 12, Para. 2.2.

11. Can the top 0.5-1’ of Dolphin Fill material be a concrete seal slab to provide a safer work platform to tie the reinforcement.

Response: A seal slab may be allowed depending on the proposed thickness and material weight. Bearing capacity is a concern for these structures, so a thinner slab and lightweight concrete would be preferable. The proposed plan would be subject to

Government review and approval during design.

12. Please indicate the size of the weep holes in the Dolphin.

Response: The weep holes should have a 3” diameter. This will be addressed via amendment.

13. Please indicate the class of concrete to be utilized. Additionally, due to the size of the concrete placements will Mass Concrete / Thermal Control Plans be required for each placement?

Response: USACE does not classify structural concrete by class. Contract Specification

Section 03 31 00.00 12 requires a concrete mix for 4000 psi @ 28 days or 56 days if pozzolan slag is used. The mix should be designed to achieve this strength at the specified ages. No high early strength mixes are allowed. Cementitious materials shall be in accordance with the contract specifications for Portland cement, Portland-limestone cement, Portland-pozzolan cement, Portland blast-furnace slag cement, or

Portland cement in combination with pozzolan or slag cement. Portland-limestone cement conforming to ASTM C595, Type 1L is widely available in the local area at this time.

Requirements for a thermal control plan and temperature monitoring will be added to the specifications via amendment.

Received 8 January 2024

1. Gen. Prov. 01100 Sec. 19 (81/408)

The Contract is silent as to Access to the Site and the Work. Please confirm that the Owner shall provide uninterrupted access to the Project site and the Work or explain what is intended and identify any known limitations.

RESPONSE: Site access is address in FAR 52.236-4 PHYSICAL DATA. The site of work is accessible by water transportation via the Mississippi River and the Algiers Canals. Land access is limited to automobiles and light trucks. No material delivery trucks, concrete trucks, or other heavy trucks will be allowed into the lock facility via land. Other restrictions including PERMISSIBLE HOURS OF WORK, LOCK CLOSURES, RIVER

LEVEL WORK RESTICTIONS, AVAILABILITY AND USE OF UTILITY SERVICES,

etc. are included in Specification Section 01100.

2. FAR 52.236-11

FAR 52.236-11 states that the Government's early beneficial occupancy of all or part of the

Work "shall not be deemed an acceptance of any work under the Contract." This is contrary to the industry standard. Please confirm that if the Owner takes beneficial occupancy of the Work or any portion of the Work, such beneficial occupancy shall commence warranty obligations with respect to the occupied portion of the Work, or, if not, clarify what is intended.

RESPONSE: Please see FAR clause 52.246-21, Warranty of Construction

3. Builder's Risk

The Contract Documents appear silent on a Builder's All-Risk Policy. Please confirm that the

Owner intends to and shall carry a Builder's All Risk policy in the face amount of the Project until the Project achieves Substantial Completion or until the Owner takes Beneficial

Occupancy, whichever is earlier, or, that the Owner will reimburse Contractor for the cost of such Builder's All-Risk policy if carried by the Contractor in the absence of such an Owner policy, or, explain what is intended.

RESPONSE: The Government does not carry or provide insurance. An interested bidder should consult with legal counsel regarding the interpretation or effect of legal provisions in the solicitation.

4. FAR 52.233-1 / FAR 252.204-7015

The Contract Documents appear unclear on the amount of time for Owner review of a Proposed

Change Order. Please confirm that any Proposed Change Order (PCO) delivered by Contractor to Owner shall receive approval or be returned with written comment within fourteen (14) calendar days, or thereafter be considered null and void without further action by either party, unless extended in a signed writing by Contractor before 6:00 PM local time at the Owner's place of business on the 14th day after the date that such PCO was delivered by Contractor to Owner, or identify any other period Owner intends.

RESPONSE: An interested bidder should consult with legal counsel regarding the interpretation or effect of legal provisions in the solicitation.

5. Bid Invitation (6/408) / Bid Invitation (9/408)

Please confirm that the Contractor will have satisfied the requirement to begin performance within ten (10) days of the notice proceed by commencing with submittals, mobilization and other pre-construction work, or explain what is intended.

RESPONSE: Yes, the submittal process will satisfy this requirement.

6. Bid Invitation (6/408)

The Contract Documents appear unclear as to the Commencement of Contract Time as it relates to Notice to Proceed issuance. Please confirm that promptly after delivery of Notice of Award to the selected Contractor, Owner shall consult with Contractor and establish a mutually acceptable

Notice to Proceed date that considers the respective circumstances appropriate for the selection of that date, or explain what is intended.

RESPONSE: The Notice to Proceed will be given once all appropriate documentation has been received from contractor and approved by the government.

7. FAR 52.246-12 / FAR 52.249-10(a)

As a waiver of consequential damages protects both Parties from the uncertain amount of such damages, please confirm the Contract will include a mutual waiver of consequential damages or explain what is intended.

8. Clauses Incorporated 52.211-12 (45/408)

The indicated LDs do not distinguish between extended Substantial Completion and extended

Final Completion. The Owner's likely daily costs of administering the Contract close-out after

Substantial Completion (or Beneficial Occupancy) are typically de minimis. If there will be LDs after Substantial Completion (or Beneficial Occupancy) for extended Final Completion, please provide that separate, daily extended Final Completion LD amount.

9. Please confirm that Liquidated Damages ("LDs") are the Owner's sole and exclusive remedy with respect to any late substantial completion ("SC") caused solely by Contractor and confirm that the Owner agrees that the Parties shall consider LDs to be direct damages and not to be considered indirect damages or explain what is intended.

10. Gen. Provision Sec. 01100 (73/408) / FAR 52.242-14(b) / FAR 52.232-40

FAR 52.242-14(b) provides that the Contract Price shall be adjusted for any suspension, delay or interruption to the Work by Owner for an unreasonable period of time but is silent on adjustments to the Contract Time. Please confirm that the Contract Price and/or Time shall be adjusted for any suspension, delay or interruption to the Work by Owner for an unreasonable period of time provided Contractor is not at fault, or explain what is intended.

RES-PONSE: An interested bidder should consult with legal counsel regarding the interpretation or effect of legal provisions in the solicitation

11. FAR 52.249-10(a)

FAR 52.249-10(a) provides that Owner "may take possession of and use any materials, appliances, and plant on the work site necessary for completing the work." Taking over

Contractor’s owned equipment is an extraordinary measure that violates a Bidder’s corporate policy as well as existing covenants and enforceable agreements. Please confirm that under no circumstances shall Owner take possession of, or exercise control over, Contractor’s tools, construction equipment or machinery, or explain what is intended.

12. Gen. Prov. 01 57 20.00 Sec. 1.4.3 (247/408)

Please confirm that Owner shall indemnify, defend, and hold Contractor, its agents, officers, parent company, subsidiaries, harmless from and against all claims, damages, fines, fees, remediation, damages, and costs including, without limitation, reasonable attorneys' fees and costs, arising out of or resulting from pre-existing or undisclosed hazardous materials or conditions, except to the extent of Contractor's fault or negligence, or explain what is intended.

13. The Contract Documents are unclear on existing HAZMAT. Please confirm that the

Contract Documents disclose any presently existing HAZMAT within the project limits and include the location, the specific material(s) and concentrations determined, when such

HAZMAT is expected to be remediated by the Owner or explain what is intended.

RESPONSE: The contract documents disclose all known existing hazardous materials. For instance, existing steel sheet piles and other steel members are primed with red lead paint

(reference Specification Section 02 41 00). Paint formula for red lead paint is in accordance with Fed. Spec. TT-P-86. If the contractor requires additional information about the specific materials and/or concentration, this can be requested after award and the

Government will furnish all available information. If the contractor uncovers existing hazardous/regulated waste not identified in the contract documents, the Contractor shall notify the Contracting Officer in accordance with Specification Section 01 57 20.00 12, Para. 1.4.3.

14. FAR 52.232-5 / FAR 52.232-5(i) / FAR 52.232-27(a)(i)(B)

Please indicate whether retainage may be placed by Owner at Contractor's request in an interest earning account until such payment of retainage with interest earned to Contractor or explain why this is not available.

15. Gen. Prov. Sec. 01100 (70-71/408)

The Contract Documents do not indicate incomplete right-of-way ("ROW") acquisition or impairment of Project Work. Please confirm; or, if there are acquisition, easement or title issues, please disclose those in writing and indicate the expected date of resolution of each and provide the contact information for such land-acquisition person or persons.

RESPONSE: All work for this contract is located within existing Government right-of-way as stated in Specification Section 01100, Para. 7.

16. Bid Invitation (6/408) / Clauses Incorporated Sec. 52.236-15 (57/408) / Gen. Req. 01 32 01

Sec. 2.3 (117-126/408)

The Contract Documents are unclear on acceleration. Please confirm that while Contractor shall be responsible for recovery of any Project critical path delay caused solely by Contractor, any other-directed acceleration or constructive acceleration of the work to achieve the Substantial

Completion date shall be compensable to the extent that it requires Contractor to add resources, stack trades or incur additional costs to achieve such required completion, or explain how such acceleration by Contractor is not compensable.

17. Substantial Completion

The Contract Documents are unclear on Substantial Completion. Please confirm that the

Contractor shall provide Owner/Client written notice of Substantial Completion, and that the

Owner/Client shall, within ten (10) work days of receipt of such written notice, organize its team and conduct a single, joint, pre-final inspection in which the Parties shall annotate any observed punchlist items to complete prior to Final Completion; that Owner/Client shall promptly provide

Contractor such written punchlist; and, that once Contractor completes the punchlist work and notifies Owner in writing, Owner/Client shall conduct a follow-up inspection of the Work to confirm punchlist completion. Upon verification that punchlist work is properly complete, the

Owner/Client shall issue Contractor a letter of written of Substantial Completion within three (3) business days. If any other procedure is intended, please explain.

RESPONSE: Please refer to FAR 52.211-70, Substantial Completion.

18. Gen. Prov. Sec. 01100 (74/408) / Gen. Prov. 01100 Sec. 20 (81/408)

The Contract Documents do not appear to indicate any specific Utility Conflicts of conflicts with underground infrastructure. Please confirm that the Plans properly reflect all known, existing subsurface utilities and infrastructure (whether in the ground or adjacent waters, if any), or specifically identify what inaccuracies exist, where, and with respect to what specific utilities services (like water, sewer, gas, low voltage); and provide the expected date of relocation or removal, indicating the responsible entity and point of contact for each separate utility. Please confirm that encountering unmarked, or undisclosed, utilities shall be treated as a differing site condition in accordance with FAR 52.236-2 or explain what is intended.

RESPONSE: The contracting documents reflect all known, existing subsurface utilities and infrastructure. There are no known subsurface utilities within the construction zone. If the contractor uncovers existing underground utilities not identified in the contract documents, the Contractor shall notify the Contracting Officer in accordance with Specification

Section 01100, Paragraphs 9 and 20.

19. FAR 52.246-21 / FAR 52.246-21(b)

The Contract Documents do not appear clear on warranty obligations. Please confirm that the warranty period is one year running from the date of Substantial Completion or explain what is intended.

RESPONSE: Please see FAR clause 52.246-21(b). To the extent an interested bidder should have any further questions, please consult your legal counsel.

Received 8 January 2024

13) Bid Item 0011- Please indicate the length of a Replacement Plastic Wale.

RESPONSE: Replacement plastic wales are 24 ft. in length. This will be clarified via amendment.

14) Bid Item 0009- Please define the scope and what is included for a Replacement Girt. Does the scope include new piles?

RESPONSE: CLIN 0009 Replacement Girts includes removal and disposal of the damaged girt and installation of the new girt on the landside of the existing timber guidewall approximately 10.5 ft. below the walking surface. Each new and replacement girt is 20 ft. in length. The girts requiring replacement are shown on Reference Sht. H-8-44522, Dwg 3 of

7, Section C. The scope does not include new piles.

SECTION 00010

Pages 3, 4, and 5. Delete these pages in their entirety and substitute the attached revised pages 3, 4, and 5, therefore:

SECTION 01100

Page 26. Add the following new paragraph as.

“35. TEMPORARY MOORING AND CONSTRUCTION STAGING NOTES:

The Contractor shall submit for approval a Work Plan identifying planned staging of marine based vessels and mooring locations within the staging areas indicated on the drawings.

(a) In the event of a tropical storm or hurricane, the Contractor should be aware that once the Coast Guard enacts the Regulated Navigation Area – West, vessels and/or barges cannot be moored on the river side or the canal side of the lock. The lock forebay and tail bay must be fully cleared.

(b) The Contractors’ Work Plan shall include plans for mooring at the structure. Marine type fenders or bumpers shall be provided on the channel side of barges.

(c) No spuds are permitted within 125 feet of the levee centerline. Anchorage within 100 feet of buried or overhead lines is prohibited.

(d) No spuds are permitted within 50 feet of the existing or proposed structures unless approved by the Contracting Officer.

(e) Vessels are prohibited from entering the navigation channel until approval is provided by the Lockmaster.

(f) Vessels shall be manned 24 hours a day, 7 days per week. The Contractor shall provide emergency contact information for all vessels onsite to the Government. Vessel movement is prohibited when divers are at work.”

SUBMITTAL REGISTER

Delete the Submittal Register in its entirety and substitute the attached revised Submittal Register therefore.

SECTION 03 31 00.00 12

Delete this section in its entirety and substitute with attached revised Section 03 31 00.00 12, therefore.

SECTION 26 56 00

Add the attached new Section 26 56 00 in its entirety.

SECTION 31 41 16.00 12

Page 5, paragraph 3.1.1.2. Delete this paragraph in its entirety and substitute the following, therefore:

“3.1.1.2 Driving

All piles shall be driven to the depths shown on the drawings and shall extend to the cut-off elevation indicated. A tolerance of 1½ inches above or below the indicated cut-off elevation will be permitted. Pilings shall be driven by approved methods so as not to subject the pilings to damage and to ensure proper interlocking throughout their lengths. Pile hammers shall be maintained in proper alignment during driving operations by use of leads or guides attached to the hammer. A protecting cap shall be employed in driving, when required, to prevent damage to the tops of pilings. Pilings damaged during driving or driven out of interlock shall be removed and replaced. All piles shall be driven without the aid of a water jet, unless otherwise authorized.

Adequate precautions shall be taken to ensure that piles are driven plumb. Sheet piling shall not be driven more than 1/8-inch per foot out of plumb in the plane of the wall nor more than 1/8-inch per foot out of plumb perpendicular to the plane of the wall. The correct relative position of group piling shall be maintained by the use of templates or by other approved means. Unless specifically indicated otherwise, each run of piling wall shall be driven to grade progressively from the start and pilings in each run shall be driven alternately in increments of depth to the required depth or elevation. The driving increments shall be such that no piling leads the adjacent piling by more than 5 feet, and the direction of advancing the driving hammer shall be reversed after each pass around the cell. No pile shall be driven to a lower elevation than those behind it in the same run except when the piles behind it cannot be driven deeper or in areas where there will be wall penetrations or obstructions are encountered. In this case, piling will be allowed to remain above final grade until the obstruction is removed or the penetration is completed. Alternately, if it is determined that an obstruction cannot be removed, the Contractor shall make such changes in design alignment of the pile structure as may be deemed necessary by the Contracting Officer to ensure the adequacy and stability of the structure. Payment for the additional labor and materials necessitated by such changes will be made at the applicable contract prices. If the piling next to the one being driven tends to follow below final grade, it may be pinned to the next adjacent piling. The Contractor is advised that buried stumps or similar debris may be encountered periodically on the sheet pile wall alignment and appropriate consideration should be given to hard driving conditions should they occur.”

SECTION 31 62 16.16 12

Page 2, paragraph 1.3.1. Delete this paragraph in its entirety and substitute the following therefore:

“1.3.1 New Dolphin

No measurement will be made for work associated with the construction of the dolphin structure. Payment will be made at the applicable contract job price for "Dolphin Structure" or ""Dolphin Structure - OW", if Optional Work is exercised. Price and payment shall constitute full compensation for furnishing all plant, labor, equipment, and materials for the construction of the dolphin structure; including dolphin fill placement, settlement losses, cast-in-place structural concrete, formwork, inspection pipes, weep pipes, straps, welding concrete anchors, painting, corrosion thickness measurements, and other incidental work; as specified herein and as shown on the drawings.”

SECTION 35 59 13.16

Page 8. Delete paragraph 3.5.2 “Installation” in its entirety and replace it with the following paragraph:

“3.5.2 Installation

Installation of the replacement wale shall be as specified herein, Section 31 62 19.00 12 TIMBER GUIDEWALLS, and as shown on the drawings. Removed wales shall be replaced immediately to prevent damage due to loss of continuity in the rubbing surface. All replacement wales shall be 24 feet in length to match the removed wales. All fasteners for replacement wales shall be replaced with new ones.”

DRAWINGS

1. Add the attached new drawings SHEET ID Nos. E-002 and E-003.

2. SHEET ID Nos. C-001, C-002, and S-102. Delete these drawings in their entirety and substitute the attached revised SHEET ID Nos. C-001, C-002, and S-102, therefore.

00010-3 Ed 22-062

SECTION 00010 – BIDDING SCHEDULE

Gulf Intracoastal Waterway, Algiers Lock, 2023 Riverside Dolphin Replacement, Orleans Parish, Louisiana Item DESCRIPTION Estimated

Quantity Unit Unit Price Estimated Amount

BASE WORK

0001 Mobilization and Demobilization 1 JOB

0002 Demolition and Removal 1 JOB

0003 Marina Navigation Light 1 JOB

0004 Steel Sheet Piling, Type PS 31 12,541 SF

0005 Steel H-Piling, HP 14 X 73 3,232 LF

0006 Dolphin Structure 1 JOB

0007 Treated Timber Piling 2,942 LF

0008 Guidewall Construction 1 JOB

0009 Replacement Girts 5 EA

0010 Plastic Wales 979 LF

0011 Replacement Plastic Wales 5 EA

0012 Exterior Lighting* 1 JOB

TOTAL BASE WORK: $

OPTIONAL WORK (OW)

0013 Demolition and Removal - OW 1 JOB

0014 Marina Navigation Light - OW 1 JOB

0015 Steel Sheet Piling, Type PS 31 - OW 12,541 SF

0016 Steel H-Piling, HP 14 X 73 - OW 3,232 LF

0017 Dolphin Structure - OW" 1 JOB

0018 Treated Timber Piling - OW 1,678 LF

0019 Guidewall Construction - OW 1 JOB

0020 Plastic Wales – OW* 561 LF

TOTAL OPTIONAL WORK $

00010-4 Ed 22-062

TOTAL BASE WORK+OPTIONAL WORK

*Denotes a change to the Bidding Schedule.

**The unit "JOB" as used in this Bidding Schedule is synonymous with the term "Lump Sum" used elsewhere within these plans and specifications.

Award will be made as a whole to one bidder.

NOTE 1: Bidders shall furnish unit prices for each item listed in the Schedule requiring a unit price. If the bidder fails to insert a unit price in the appropriate blank for required item(s), but does furnish an extended total, or an estimated amount for such item(s), the Government shall deem the unit price to be the quotient obtained by dividing the extended amount for that line item by the quantity. IF A BIDDER OMITS BOTH THE UNIT PRICE AND THE EXTENDED

TOTAL OR ESTIMATED AMOUNT FOR ANY ITEM, ITS BID SHALL BE

DECLARED NON-RESPONSIVE AND THEREFORE INELIGIBLE FOR

AWARD.

NOTE 2: Any bid may be rejected if the Contracting Officer determines in writing that it is unreasonable as to price. Unreasonableness of price includes not only total price of bid, but the price for individual line items as well. Any bid may be rejected if the prices for any line items or sub line items are materially unbalanced (See FAR 14.404-2, Rejection of Individual Bids).

NOTE 3: THE NOTICE TO PROCEED (NTP): The successful bidder is advised that performance and payment bonds shall be submitted in accordance with the time frame in block 12B of SF 1442. The NTP will be issued immediately after verification of acceptable performance and payment bonds. Within seven (7) days after issuance of the NTP, the Contractor shall initiate a meeting to discuss the submittal process with the Area or Resident Engineer or his authorized representative. Physical work cannot start until the Accident Prevention Plan, Contractor Quality Control Plan, and other submittals which may be required, have been submitted and approved and all preliminary meetings called for under the contract, have been conducted.

NOTE 4: RAPID VENDOR PAYMENT: Web based instructions for the submission of invoices;

http://www.mvn.usace.army.mil/BusinessWithUs/Contracting/RapidVendorPayment.aspx

NOTE 5: OPTIONAL WORK ITEMS. The Government may require the delivery of the numbered line item(s), identified in the schedule as OPTIONAL WORK Items, in the quantities and prices stated in the schedule. The Contracting Officer may exercise the OPTIONAL WORK Items by written notice to the Contractor. The Government will decide whether or not to exercise the Optional Work within 150 days after Notice to Proceed. Bidders shall bid on all items including optional items (see “Evaluation of Options” FAR 52.217-5). Failure to bid on all items will result in a non-responsive bid.

NOTE 6: EVALUATION OF OPTIONS (FAR 52.217-5 JUL 1990). Except when it is determined in accordance with FAR 17.206(b) not to be in the Government’s best interests, the Government will evaluate offers for award purposes by adding http://www.mvn.usace.army.mil/BusinessWithUs/Contracting/RapidVendorPayment.aspx

00010-5 Ed 22-062 the total price for all options to the total price for this basic requirement.

Evaluation of options will not obligate the Government to exercise the option(s).

** If an option is to be exercised at the time of contract award FAR17.208 shall be used in place of FAR 52.217-5.

NOTE 7: TIME ADJUSTMENT IN THE EVENT OF THE EXERCISE OF

OPTIONAL WORK. In the event that OPTIONAL WORK items are exercised under the terms of the contract, the time required for completion of the contract shall be 205 calendar days in addition to the original contract duration of 305 calendar days established for the BASE WORK items specified in the Contract Clause entitled “COMMENCEMENT, PROSECUTION, AND COMPLETION OF

WORK (FAR 52-211-10 – APR 1984)”.

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 9 PAGES

Algiers Lock 2023 Riverside Dolphin Replacement

00 73 75.00 12 SD-01 Preconstruction Submittals

1.7.1 GAccident Prevention Plan

01 32 01.00 12 SD-01 Preconstruction Submittals

1.4 GProject Scheduler Qualifications

3.4.1 GPreliminary Project Schedule

3.4.2 GInitial Project Schedule

3.6.2 GPeriodic Schedule Update

01 33 00 SD-01 Preconstruction Submittals

1.7 GSubmittal register

01 45 02.00 10 SD-01 Preconstruction Submittals 1.8.5Construction Schedule

01 45 04.00 10 SD-01 Preconstruction Submittals

3.2 G CDContractor Quality Control Plan

01 57 20.00 12 SD-01 Preconstruction Submittals

1.6.1 GEnvironmental Pollution Control

Plan 01 78 02.00 10 SD-02 Shop Drawings

1.3.1 G DO'As-Built' Drawings

02 41 00 SD-01 Preconstruction Submittals

1.9 G RODemolition Plan

1.9.1 G RODemolition Plan

1.6.1 GNotifications

1.6.2Receipts 1.7Existing Conditions

SD-11 Closeout Submittals

1.7 GExisting Conditions

SUBMITTAL REGISTER

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(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 2 OF 9 PAGES

03 11 14.00 12 SD-02 Shop Drawings 1.7Shop Drawings

SD-03 Product Data 2.1Materials

SD-05 Design Data

3.2.1 G DOFormwork Not Supporting Weight

of Concrete SD-06 Test Reports

1.8Quality Control

3.2 GForm Removal

03 21 00.00 12 SD-02 Shop Drawings

3.1 DFabrication and Placement

SD-03 Product Data

3.1.3 DMechanical Butt-Splices

2.1Materials

SD-06 Test Reports 1.5.1Material 1.5.2Tests, Inspections, and

Verifications 03 31 00.00 12 SD-03 Product Data

2.2 G DOConcrete Mixture Proportions

3.6.2.5Concrete Batch Tickets

2.1.2 G DOAggregates

3.1.2Batch Plant 3.1.3Concrete Mixers

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03 31 00.00 12 3.1.4Conveying Equipment and Methods

3.3Placing Equipment and Methods 2.1.7Packaged Repair Material 3.2.2.2Surface Retarder 2.1.3.5Anti-Washout Admixture

SD-05 Design Data

3.2.2 GConstruction Joint Treatment

3.5 G DOCuring and Protection

3.3.4 G DOCold-Weather Placing

3.3.5 G DOHot-Weather Placing

3.2.3Underwater Concrete Plan

3.3.6 GThermal Analysis And Thermal

Control Plan SD-06 Test Reports

1.6.1 GAggregate

3.6.2 GTesting and Inspection for

Contractor Quality Control 3.6.2.13Uniformity of Concrete Mixing 3.6Tests and Inspections 3.3.6.1Temperature Monitoring

SD-07 Certificates 3.6.1Qualifications

2.1.1 GCementitious Materials

2.1.7Packaged Repair Material

SUBMITTAL REGISTER

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 4 OF 9 PAGES

03 31 00.00 12 2.1.4.1Impervious-Sheet Curing Materials

2.1.3.1Air-Entraining Admixture 2.1.3.4Other Chemical Admixtures 2.1.4.2Membrane-Forming Curing

Compound 2.1.6Latex Bonding Compound

05 50 13 SD-02 Shop Drawings

2.1.22 GStructural Steel Plates, Shapes

and Bars

2.1.21 GSteel Straps and Filler Plates

3.1.7 GSteel Straps and Filler Plates

2.1.9 GGuardrail

3.2 GGuardrail

SD-03 Product Data

2.1 GEquipment Descriptions

SD-07 Certificates

3.1.5.1 GWelding Procedures

3.1.5.3 GQualification of Welders

2.1.23 GStud Manufacturer's Certification

2.1.23 GStud Manufacturer's Test Reports

SD-08 Manufacturer’s Instructions

3.1.9 GManufacturer's Instructions

09 97 02 SD-01 Preconstruction Submittals

1.3 GSafety, Health, and

Environmental Requirements

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09 97 02 1.3.1 GAccident Prevention Plan

1.3.1.5 GConfined Spaces Plan

1.3.1.6 GRespiratory Protection Plan

1.3.2.1 GAirborne Sampling Plan

1.3.1 GVentilation Assessment Plan

1.3.2 GMedical Surveillance Plan

1.3.3.1Waste Manifest

1.3.3.1 GWaste Disposal Plan

1.3.3.2 GPM-10 Monitoring Plan

SD-03 Product Data

2.1 GManufacturer's Safety Data Sheet

SD-04 Samples

2.1 GProduct Samples

2.2 GSpecial Paint Formulas

2.4 GSolvent and Thinners

SD-06 Test Reports 1.3.3.2PM-10 Test Report 3.4Inspection Reports 1.3.2.2Medical Status Records 1.3.2.3Change in Medical Status Report

1.3.2.1 GAir Monitoring Test Plan

1.3.2.1Air Monitoring Test Report

SD-07 Certificates 1.5.1Certified EHS Professional 1.5.2Coating Thickness Gage

Qualification

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CON…