Amendment 0002 USCG OPC.pdf

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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 NUMBE

10B. DATED (SEE ITEM 13)

CODE FACILITY CODE

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

Block 14 (Description of Amendment/Modification): SOLICITATION NO: N4008526R0001, Design-Bid-Build, USCG Offshore Patrol Cutters (OPC) Homeport Pier, Naval Station Newport, Newport RI

SEE SF 30 BLOCK 14 CONTINUATION PAGE.

ALL CORRESPONDENCE REGARDING THIS SOLICITATION SHALL BE DIRECTED VIA EMAIL TO KRISTY GERREK AT KRISTY.L.

GERREK.CIV@US.NAVY.MIL.

This amendment is issued to incorporate the following:

1. Extend the proposal due date from 19 MAY 2026 TO 09 JUNE 2026

2. Provide continuation sheet for drawings and specifications (Enclosed)

3. Provide Updated Attachment G - Individual SB Subcontracting Plan (attached separately)

4. Provide Updated Attachment H - UCCG OPC Pier Price Proposal Form REV 1 (attached separately)

5. Provide Attachment M - 01 45 35_Schedule_of_Special_Inspections (attached separately)

6. Provide Attachment N - 01 45 35_Statement_of_Special_Inspections (attached separately)

7. Provide Attachment O - OPC Pier 1 - Amendment 002 Revised Drawings (attached separately)

8. Provide PPI Responses (Enclosed)

Section 00 00 00 - Procurement and Contracting Requirements

The following changes have been made:

INFORMATION FROM TO

Response Due Date 19 May 2026 09 Jun 2026

Section 00 73 00 - Supplementary Conditions

The following attachments were added:

Amendment 0002 Continuation Page

N4008526R00010002

SECTION SF30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

The following have been added by full text:

AMENDMENT 0002

This amendment is issued to incorporate the following:

1. Extend the proposal due date from 19 MAY 2026 TO 09 JUNE 2026

2. Provide continuation sheet for drawings and specifications (Enclosed)

3. Provide Updated Attachment G - Individual SB Subcontracting Plan (attached separately)

4. Provide Updated Attachment H - UCCG OPC Pier Price Proposal Form REV 1 (attached separately)

5. Provide Attachment M - 01 45 35_Schedule_of_Special_Inspections (attached separately)

6. Provide Attachment N - 01 45 35_Statement_of_Special_Inspections (attached separately)

7. Provide Attachment O - OPC Pier 1 - Amendment 002 Revised Drawings (attached separately)

8. Provide PPI Responses (Enclosed)

1. The proposal due date is extended from 19 MAY 2026 TO 09 JUNE 2026.

2. Continuation Sheet for Drawings and Specifications (Enclosed)

CONTRACT DRAWINGS

The following drawings are revised:

ADD the following drawings to the INDEX OF DRAWINGS under the corresponding discipline and drawing number. These drawings accompany this Amendment:

On NAVFAC Dwg. No. 12936571 (G-002)

CHANGE G-002 DRAWING INDEX - SHEET 1 of 2 as follows:

ADD new drawings to the civil chapter, including

C-003 EXISTING CONDITIONS - SHEET 1 OF 3

C-004 EXISTING CONDITIONS - SHEET 2 OF 3

C-005 EXISTING CONDITIONS - SHEET 3 OF 3

C-006 EXISTING LANDSIDE STRUCUTRAL CONDITIONS - SHEET 1 OF 2

C-007 EXISTING LANDSIDE STRUCUTRAL CONDITIONS - SHEET 2 OF 2

On NAVFAC Dwg. No. 12936572 (G-003)

CHANGE G-003 DRAWING INDEX - SHEET 2 of 2 as follows:

ADD new drawings to the mechanical chapter, including

M-403 REDUCED PRESSURE BACKFLOW PREVENTER DETAILS - SHEET 2 OF 2

On NAVFAC Dwg. No. 12936574 (G-101)

CHANGE G-101 OVERVIEW EXISTING SITE CONTROLS as follows:

CHANGE General Sheet Note 3 to clarify that OSHA HAZWOPER 40-hr and 8-hr annual refresher training is only required for personnel who come in contact with contaminated soil, groundwater, or sediments.

On NAVFAC Dwg. No. 12936575 (G-102)

CHANGE G-102 OVERVIEW EXISTING SITE CONTROLS as follows:

ADD new Coast Guard Laydown Area (~40,000 SF) to indicate the location dedicated onsite laydown space for the project.

ADD Water Level & Structure Elevations table.

On NAVFAC Dwg. No. TBD (C-003)

ADD TO DRAWINGS - C-003 EXISTING CONDITIONS – SHEET 1 OF 3 as follows:

ADD a new drawing that supplements the existing site survey with additional subsurface and utility information based on record drawing research and data from adjacent and ongoing construction projects.

On NAVFAC Dwg. No. TBD (C-004)

ADD TO DRAWINGS - C-004 EXISTING CONDITIONS – SHEET 2 OF 3 as follows:

information based on record drawing research and data from adjacent and ongoing construction projects.

On NAVFAC Dwg. No. TBD (C-005)

ADD TO DRAWINGS - C-005 EXISTING CONDITIONS – SHEET 3 OF 3 as follows:

information based on record drawing research and data from adjacent and ongoing construction projects.

On NAVFAC Dwg. No. TBD (C-006)

ADD TO DRAWINGS - C-006 EXISTING LANDSIDE STRUCUTRAL CONDITIONS - SHEET 1

OF 2 as follows:

ADD new drawing to supplement the survey drawings with subsurface structural bulkhead and dead man system information based on record drawing research as well as from projects currently under construction.

On NAVFAC Dwg. No. TBD (C-007)

ADD TO DRAWINGS - C-007 EXISTING LANDSIDE STRUCUTRAL CONDITIONS - SHEET 2

OF 2 as follows:

information based on record drawings and data from adjacent and ongoing construction projects.

On NAVFAC Dwg. No. 12936607 (C-101)

CHANGE C-101 SITE PLAN (BASE BID) as follows:

REVISE site layout to indicate modifications to the configuration of the backflow prevention assembly and structure.

REVISE the concrete pad dimensions on the site plan to indicate a pad size of 2'-0" × 6'-0".

ADD Work Keynote 33 to reference concrete equipment pad Detail D3/C-503 and to indicate a pad size of 2'-0" × 6'-0".

On NAVFAC Dwg. No. 12936608 (C-102)

CHANGE C-102 UTILITY PLAN - PIER 1 LANDSIDE (BASE BID) as follows:

REVISE site layout to indicate modifications to the configuration of the backflow prevention assembly

REVISE site layout to indicate modifications to the configuration of the backflow prevention assembly

ADD Work Keynote 42 to reference concrete equipment pad Detail D3/C-503 and to indicate a pad size of 2'-0" × 6'-0"

ADD “4-ft diam” to CB 1 and CB 2 in the Drainage Structures table.

On NAVFAC Dwg. No. 12936609 (C-103)

CHANGE C-103 COMPOSITE UTILITY LAYOUT PLAN - PIER 1 LANDSIDE (BASE BID) as follows:

REVISE utility layout plan to indicate modifications to the configuration of the backflow prevention assembly and structure.

On NAVFAC Dwg. No. 12936611 (C-202)

CHANGE C-202 UTILITY PROFILES - SHEET 2 OF 2 (BASE BID) as follows:

REVISE vertical locations of 10” freshwater pipe as it enters and exits the RPZ unit.

On NAVFAC Dwg. No. 12936615 (C-504)

CHANGE C-504 SITE DETAILS - SHEET 3 OF 6 as follows:

REVISE A1/C-504 vertical pipe graphic location within the cast-in-place structure.

ADD Note A1/C-504 indicating a base of 12” of crushed stone.

ADD Note A1/C-504 indicating pump station will operate as one duty pump and one standby pump

On NAVFAC Dwg. No. 12936618 (C-507)

CHANGE C-507 C-504 SITE DETAILS - SHEET 3 OF 6 as follows:

ADD A3/C-507 “TYPICAL CONCRETE INSIDE DROP PIPE DETAIL”.

On NAVFAC Dwg. No. 12936625 (SD101)

CHANGE SD101 OVERALL STRUCTURAL DEMOLITION PLAN (BASE BID) as follows:

ADD “ALL ITEMS SHOWN ON THE DRAWINGS SHALL BE DEMOLISHED.” to the end of Note 3.

On NAVFAC Dwg. No. 12936630 (SD201)

CHANGE SD201 TEMPORARY SHEETING BULKHEAD ELEVATION as follows:

DELETE General Sheet Notes 5 and 6.

On NAVFAC Dwg. No. 12936630 (SD202)

CHANGE SD202 TEMPORARY SHEETING BULKHEAD ELEVATION as follows:

REVISE A2/SD202 demolition limits reduced from 22’- 9 ½” to 5’-9”.

DELETE General Sheet Notes 5 and 6.

On NAVFAC Dwg. No. 12936638 (S-102)

CHANGE S-102 GENERAL DECK PLAN as follows:

REVISE Sheet Keynote 16 to indicate an increase in deck drain size from 8 inches to 10 inches in diameter.

On NAVFAC Dwg. No. 12936645 (S-109)

CHANGE S-109 PILE PLAN – SHEET 7 OF 7 as follows:

REVISE the arrowhead for the 1000’ pier length dimension from Bent 0, adjusting the endpoint to 9’-0” toward Bent 1.

On NAVFAC Dwg. No. 12936646 (S-110)

CHANGE S-110 FRAMING PLAN – SHEET 1 OF 7 as follows:

REVISE Sheet Keynotes 5 and 19 to indicate an increase in deck drain size from 8 inches to 10 inches in

On NAVFAC Dwg. No. 12936647 (S-111)

CHANGE S-111 FRAMING PLAN – SHEET 2 OF 7 as follows:

REVISE Sheet Keynotes 5 and 19 to indicate an increase in deck drain size from 8 inches to 10 inches in

On NAVFAC Dwg. No. 12936650 (S-114)

CHANGE S-114 FRAMING PLAN – SHEET 5 OF 7 as follows:

REVISE Sheet Keynotes 5 and 19 to indicate an increase in deck drain size from 8 inches to 10 inches in

On NAVFAC Dwg. No. 12936651 (S-115)

CHANGE S-115 FRAMING PLAN – SHEET 6 OF 7 as follows:

REVISE Sheet Keynotes 5 and 19 to indicate an increase in deck drain size from 8 inches to 10 inches in

On NAVFAC Dwg. No. 12936652 (S-116)

CHANGE S-116 FRAMING PLAN – SHEET 7 OF 7 as follows:

REVISE the arrowhead for the 1000’ pier length dimension from Bent 0, adjusting the endpoint to 9’-0” toward Bent 1.

On NAVFAC Dwg. No. 12936653 (S-117)

CHANGE S-117 CONCRETE PLANKS PLAN – SHEET 1 OF 7 as follows:

REVISE Sheet Keynotes 2 and 4 to indicate an increase in deck drain size from 8 inches to 10 inches in

On NAVFAC Dwg. No. 12936654 (S-118)

CHANGE S-118 CONCRETE PLANKS PLAN – SHEET 2 OF 7 as follows:

REVISE Sheet Keynotes 2 and 4 to indicate an increase in deck drain size from 8 inches to 10 inches in

On NAVFAC Dwg. No. 12936655 (S-119)

CHANGE S-119 CONCRETE PLANKS PLAN – SHEET 3 OF 7 as follows:

REVISE Sheet Keynote 2 to indicate an increase in deck drain size from 8 inches to 10 inches in

On NAVFAC Dwg. No. 12936656 (S-120)

CHANGE S-120 CONCRETE PLANKS PLAN – SHEET 4 OF 7 as follows:

On NAVFAC Dwg. No. 12936657 (S-121)

CHANGE S-121 CONCRETE PLANKS PLAN – SHEET 5 OF 7 as follows:

REVISE Sheet Keynotes 2 and 4 to indicate an increase in deck drain size from 8 inches to 10 inches in

On NAVFAC Dwg. No. 12936658 (S-122)

CHANGE S-122 CONCRETE PLANKS PLAN – SHEET 6 OF 7 as follows:

REVISE Sheet Keynotes 2 and 4 to indicate an increase in deck drain size from 8 inches to 10 inches in

On NAVFAC Dwg. No. 12936659 (S-123)

CHANGE S-123 CONCRETE PLANKS PLAN – SHEET 7 OF 7 as follows:

On NAVFAC Dwg. No. 12936660 (S-124)

CHANGE S-124 DECK PLAN – SHEET 1 OF 7 as follows:

REVISE Keynotes 17 and 26 to indicate an increase in deck drain size from 8 inches to 10 inches in

On NAVFAC Dwg. No. 12936661 (S-125)

CHANGE S-125 DECK PLAN – SHEET 2 OF 7 as follows:

REVISE Sheet Keynotes 17 and 26 to indicate an increase in deck drain size from 8 inches to 10 inches in diameter.

On NAVFAC Dwg. No. 12936662 (S-126)

CHANGE S-126 DECK PLAN – SHEET 3 OF 7 as follows:

REVISE Sheet Keynote 17 to indicate an increase in deck drain size from 8 inches to 10 inches in

On NAVFAC Dwg. No. 12936663 (S-127)

CHANGE S-127 DECK PLAN – SHEET 4 OF 7 as follows:

REVISE Keynote 17 to indicate an increase in deck drain size from 8 inches to 10 inches in diameter.

On NAVFAC Dwg. No. 12936664 (S-128)

CHANGE S-128 DECK PLAN – SHEET 5 OF 7 as follows:

On NAVFAC Dwg. No. 12936665 (S-129)

CHANGE S-129 DECK PLAN – SHEET 6 OF 7 as follows:

On NAVFAC Dwg. No. 12936666 (S-130)

CHANGE S-130 DECK PLAN – SHEET 7 OF 7 as follows:

REVISE Sheet Keynote 17 to indicate an increase in deck drain size from 8 inches to 10 inches in

On NAVFAC Dwg. No. 12936673 (S-137)

CHANGE S-137 DECK DRAINAGE PLAN – SHEET 1 OF 2 as follows:

REVISE sleeved deck drain with frame and grate diameter from 8 inches to 10 inches.

On NAVFAC Dwg. No. 12936674 (S-138)

CHANGE S-138 DECK DRAINAGE PLAN – SHEET 2 OF 2 as follows:

REVISE deck drain with frame and grate diameter from 8 inches to 10 inches.

On NAVFAC Dwg. No. 12936682 (S-208)

CHANGE S-208 S45S BULKHEAD ELEVATION (BASE BID) as follows:

REVISE STL Bent Plate at Outfall callout to reference Section A1 on Drawing S-526

On NAVFAC Dwg. No. 12936689 (S-307)

CHANGE S-307 PIER TRANSVERSE SECTIONS – SHEET 1 OF 5 as follows:

On NAVFAC Dwg. No. 12936690 (S-308)

CHANGE S-308 PIER TRANSVERSE SECTIONS – SHEET 2 OF 5 as follows:

On NAVFAC Dwg. No. 12936704 (S-503)

CHANGE S-503 PILE DETAILS – STEEL PILES as follows:

REVISE Detail A2, HP PILES AT AIR COMPRESSOR ENCLOSURE, by deleting the bottom tip elevation note “EL. –35.00” and replacing it with “See Pile Schedule S-601.”

On NAVFAC Dwg. No. 12936712 (S-515)

CHANGE S-515 PRECAST CONCRETE PLANK DETAILS as follows:

REVISE Sch 80 PVC Sleeve diameter from 10 inches to 11 inches

On NAVFAC Dwg. No. 12936718 (S-521)

CHANGE S-521 PIPE SUPPORT DETAILS as follows:

REVISE top of trench slab elevation from EL. 13 to EL 12.9 on Detail C1

REVISE SS Adhesive Anchors in C4 from ½ inch diameter to ¾ inch diameter with a minimum embedment depth of 3 inches

REVISE Detail C2 to include 1 inch diameter DD adhesive anchors instead of 5/8 inch diameter.

On NAVFAC Dwg. No. 12936720 (S-523)

CHANGE S-523 MISCELLANEOUS SECTIONS & DETAILS – Sheet 2 of 2 as follows:

REVISE Detail A4 to indicate addition of fiberglass liner

REVISE Detail B4 to indicate an increase in deck drain size from 8 inches to 10 inches in diameter.

REVISE increased drainage slope and added fiber glass liner to scuppers.

On NAVFAC Dwg. No. 12936723 (S-526)

CHANGE S-526 S45S BULKHEAD DETAILS – SHEET 1 OF 3 (BASE BID) as follows:

ADD detail A1 for outfall penetration through the bulkhead.

On NAVFAC Dwg. No. 12936732 (S-601)

CHANGE S-601 STEEL PIPE PILE SCHEDULE as follows:

REVISE Steel Pile Schedule to increase the estimated pile tip elevation by 10 feet for all piles and

DELETE the “Minimum Length” and “Bid Length (VLF)” columns.

On NAVFAC Dwg. No. 12936733 (S-602)

CHANGE S-602 FENDER PILE SCHEDULE - SHEET 1 OF 2 as follows:

REVISE Fender Pile Schedule to increase the estimated pile tip elevation by 10 feet for all piles

On NAVFAC Dwg. No. 12936734 (S-603)

CHANGE S-603 FENDER PILE SCHEDULE - SHEET 2 OF 2 as follows:

REVISE Fender Pile Schedule to increase the estimated pile tip elevation by 10 feet for all piles

On NAVFAC Dwg. No. 12936747 (M-402)

CHANGE M-402 REDUCED PRESSURE BACKFLOW PREVENTER DETAILS - SHEET 1 OF 2

as follows:

REVISE The configuration of the landside water meter split RPZ’s, including the heated enclosure plan

(C1)

REVISE The configuration of the landside water meter split RPZ’s, including the heated enclosure section (A1)

On NAVFAC Dwg. No. TBD

ADD TO DRAWINGS M-403 REDUCED PRESSURE BACKFLOW PREVENTER DETAILS -

SHEET 2 OF 2 as follows:

ADD New drawing showing landside water meter split RPZ’s heated enclosure plan and section.

On NAVFAC Dwg. No. 12936768 (E-109)

REPLACE E-109 ELECTRICAL SITE PLAN - PIER 1 as follows:

REVISE drawing background to reflect existing conditions. Clarifications to existing rail work.

ADD Note 14 to indicate if duct bank installation requires cutting the railroad embankment or removing the railroad track, the contractor will provide full restoration for track impacted.

On NAVFAC Dwg. No. 12936769 (E-110)

CHANGE E-110 ELECTRICAL SITE PLAN – NOAA BUILDING as follows:

REVISE drawing background to reflect existing conditions. Clarifications to existing rail work.

ADD Note 5 to indicate if the duct bank installation requires cutting the railroad embankment or removing the railroad track, the contractor will provide full restoration including new track for the impacted track section.

On NAVFAC Dwg. No. 12936799 (E-605)

CHANGE E-605 MANHOLE SCHEDULE & FOLDOUT DIAGRAMS as follows:

REVISE Manhole Schedule to reference Detail B3/E-501 for interior dimensions of Manholes EMH-P1-

1 through EMH-P1-8.

On NAVFAC Dwg. No. 12936810 (ES101)

CHANGE ES101 ELECTRICAL SITE PLAN - SUBSTATION 1 as follows:

ADD Note 4 to indicate approximate location of existing substation 1 yard ground grid and details

ADD Note 5 to indicate that the surfaces disturbed by duct bank construction should match existing conditions, and the existing surface is crushed stone.

SPECIFICATIONS

Specification Section 01 14 00

REPLACE “Letter of Authorization from NOAA Fisheries” in Paragraph 1.3, Item g: with the following: “Incidental Harassment Authorizations (IHAs) and IHA application from National Marine

Fisheries Service (included in Appendix D).”

Specification Section 01 35 40 00 20

ADD the following sentence after the first sentence in Paragraph 1.4: “Section 13 of the IHA application

(included in Appendix D) provides an outline and requirements for the Marine Mammal Observation and

Acoustic Monitoring Plan.”

DELETE “for submission” at the end of the third sentence in Paragraph 1.4

Specification Section 01 45 35 – Special Inspections:

ADD “Statement of Special Inspections” attachment to this section.

ADD “Schedule of Special Inspections” attachment to this section.

Specification Section 01 57 19 Temporary Environmental Controls

DELETE “$53,000” from the sixth paragraph, first sentence of Paragraph 1.5, SPECIAL

ENVIRONMENTAL REQUIREMENTS, and REPLACE it with “$59,000”

ADD the following sentence after the first sentence of the second paragraph of Paragraph 3.4.2:

“The panel will be comprised of a wooden table with acrylic hood that sits on top. The table will be attached to the wall and supported at the front by two legs. Stained wooden trim will run along the edge of the table.”

ADD the following to the end of the second paragraph of Paragraph 3.4.2:

“Panel dimensions must be:

1. Acrylic case: 55" wide × 68" high × 24" deep, with 5/16"-thick acrylic, open on the bottom.

2. Wood table: 57-1/4" wide × 24-1/8" deep, with 23" legs.

Trim around table edge:

o Sides: 3/4" × 1-3/4" × 25" o Front: 3/4" × 1-3/4" × 58-3/4" “

Specification Section 02 61 13 – Excavation and Handling of Contaminated Material

DELETE the following sentence from PART 1 – GENERAL:

“All workers that will be working with/handling the sediment/soil shall be HAZWOPER trained.”

ADD the following sentence to PART 1 – GENERAL in its place:

“At a minimum, OSHA 40-hour HAZWOPER training and annual 8-hour refresher training is required for all personnel who come in contact with soil, groundwater, and sediments.”

Specifications - Appendix D

ADD the Incidental Harassment Authorization (IHA) permits and associated application for Years 1 and

2.

Specifications - Appendix D

ADD the MS4 General Permit.

3. Updated Attachment G - Individual SB Subcontracting Plan is provided with this amendment (attached separately).

4. Updated Attachment H - UCCG OPC Pier Price Proposal Form REV 1 is provided with this amendment (attached separately).

REVISE Item 0001B to increase the quantity from 27,868 LF to 30,510 LF, and REVISE Item 0001F to increase the quantity from 537 LF to 598 LF, as reflected in the updated Price Proposal Form (Updated

Attachment H - UCCG OPC Pier Price Proposal Form REV 1)

5. Attachment M - 01 45 35_Schedule_of_Special_Inspections is provided with this amendment (attached

6. Attachment N - 01 45 35_Statement_of_Special_Inspections is provided with this amendment (attached

7. Attachment O - OPC Pier 1 - Amendment 002 Revised Drawings is provided with this amendment

(attached separately).

8. Pre-proposal Inquiry Responses (Enclosed)

PPI

Page Section Paragraph Question Response

Solicitation

Factor 1

The solicitation requires projects submitted under

Factor 1 – Corporate

Experience to have a construction cost of $50 million or greater. Would the Government consider reducing this threshold limit to $35 million or greater for projects that demonstrate comparable scope, complexity, and relevance? Please bid per RFP.

Specification:

01 31 23.13 20 Table 1

a. DFARS 252.204-7021 and 7025 require a CMMC

Level 1 Self Certification.

It does not appear that any of the documents provided contain CUI. However, 01

31 23.13 20 – 1.6.1 Table

1 – Project Document

Types notes that some documents such as the

Confirmed. Only CMMC Level 1 is required for this project.

Cost Loaded Schedule, RFI’s, and other documents are listed as

CUI. Please confirm that this project will not contain CUI documents and require either the offeror or subcontractors to be CMMC Level 2.

FAR 28.307-2

Can we provide our current union agreements, or do we need to draft specific project labor agreements with our existing union trades?

The Project Labor Agreement shall be specific for this project. The only requirement is that the signed project labor agreement must comply with FAR

52.222-33 and FAR 52.222-34.

48-50

252.204-7021

& 252.204-

Please confirm all documents are FCI and

CMMC level 1 is level required? Confirmed.

Please confirm Times New

Roman and 11 font is acceptable for proposal format. For tables and charts 10 font or greater?

That is acceptable, however, please refer to page limitations. Pages that exceed indicated page limitations shall not be evaluated.

1 01 45 35 1.2

Specification Section 01

45 35, Page 1, Section 1.2 identifies a Statement of

Special Inspections and a

Schedule of Special

Inspections as included in an attachment to these specifications. We could not locate such an attachment in the documents. Please provide the referenced statement and schedule.

Please see Attachment M - 01 45

35_Schedule_of_Special_Inspections and

Attachment N - 01 45

35_Statement_of_Special_Inspections provided with Amendment 0002.

10 01 57 19 1.5

Specification Section 01

57 19, Page 10, Section 1.5 identifies a $ 53,000 in-lieu Mitigation fee to be paid by the contractor to the Massachusetts

Department of Fish &

Game. Please confirm that this is the correct agency having jurisdiction.

The identified agency is correct.

Please see Continuation Sheet provided with Amendment 0002. The cost for the eelgrass mitigation described in Section

01 57 19, Article 1.54 is increased to

$59,000 to account for potential cost increases over the next one to two years.

E-605,E-501 Electrical

Drawings N/A

Drawing E-605 - Manhole

Schedule calls out EMH-

P-3A to have interior dimensions of 8'x8'x6'-

6"DP and lists it as a Type

4A. Drawing E-501 -B3-

Landside Mahole Detail

Please see Continuation Sheet provided with Amendment 0002. EMH-P1-3A interior dimensions to be 7'-0"W x 7'-0"L x 6'-6"D. E-605 schedule updated for landside manhole interior dimensions to refer to Detail B3/E-501, based on the has the interior dimensions of a Type 4A manhole to be 7'x7'x6'-6"DP. Please clarify the Type and the interior dimensions to be used for EMH-P1-3A.

manhole type identified in the "Type Per

Detail B3/E-501" column.

E-605,E-501 Electrical

Drawings N/A

Drawing E-605 - Manhole

Schedule calls out EMH-

P1-5 and EMH -P1-8 to have interior dimensions of

6'x6'x6'-6"DP and lists them as a Type 4A.

Drawing E-501 -B3-

Landside Mahole Detail has the interior dimensions of a Type 4A manhole to be 7'x7'x6'-6"DP. Please clarify the Type and the interior dimensions to be used for EMH-P1-5 and

EMH-P1-8

Please see Continuation Sheet provided with Amendment 0002. EMH-P1-8 interior dimensions to be 7'-0"W x 7'-0"L x 6'-6"D. E-605 schedule updated for landside manhole interior dimensions to refer to Detail B3/E-501, based on the manhole type identified in the "Type Per

Detail B3/E-501" column.

G-101 General /Civil

Drawings N/A

General Note 3 on

Drawing G-101 States

"Workers within installation IR Sites are required to have Hazwoper

Certification". Where the

IR 19 Site covers the entire pier, marine and majority of the landside area, this requirement as written would include all project personnel, including those doing work unrelated to soil handling and management, to complete

40 hour training and an annual 8 hour refresher.

Please clarify this requirement and the scope of which contractor employees must have this certification.

The project site (upload and in water sediments) are located within the

Environmental Restoration Program Site

19 Land Use Control area. At a minimum, OSHA 40-hr HAZWOPER and annual 8-hr refresher training is required for all personnel who come in contact with soil, groundwater, and sediments.

with Amendment 0002. Drawing G-101 and Spec Section 02 61 13, Part 1 has been updated to clarify "At a minimum, OSHA 40-hr HAZWOPER and annual 8-hr refresher training is required for all personnel who come in contact with soil, groundwater, and sediments."

E-109, E-110 Electrical

Drawings N/A

Drawing E-109 Sheet

Keynote 12 and Drawing

E-110 Sheet Keynote 4

Instruct the contractor to coordinate the two electrical duct bank rail crossings with RIDOT.

Please provide the construction details for

Please see Continuation Sheet provided with Amendment 0002. Construction details to be coordinated by contractor with RIDOT. Authorization to work within right of way is determined by the government as indicated in E-109

Keynote 12 and E-110 Keynote 4.

under-track crossings and information on who is authorized to perform this work within the right of way.

ES101

Electrical

Drawings N/A

Drawing ES 101 has excavation work in the

Substation 1 Area . Is there a ground grid that exists and has to be maintained?

If yes, could the details of this ground grid be made available so the cost of excavating in it and maintaining it can be estimated.

with Amendment 0002. Substation 1 yard has an existing ground grid, which typically consists of bare #4/0AWG copper conductors buried 24" below grade, spaced at 20' intervals.

S-116 Structural

Drawings N/A

Please confirm the dimension arrow for the

1000'0" measurement should be extended to Bent

0?

Please see Continuation Sheet provided with Amendment 0002. The 1000' dimension is intended to show the actual length of the pier waterside of the bulkhead. Bent 0 is landside of the bulkhead. The 1000' dimensions on sheets S-123 and S-130 shall stop 9-ft to the west of Bent 0's centerline.

17-18 00 21 00 4.2, 4.3

Respectfully requests that the Government consider extending the proposal due date for Solicitation No.

N4008526R0001 by four weeks. Due to the size, complexity, and multidisciplinary nature of the Project, additional time would improve offerors’ ability to finalize meaningful subcontractor participation Please see Amendment 0002.

commitments, complete thorough scope and pricing reviews, and submit a more complete and competitive proposal in the

Government’s best interest. We would appreciate the

Government’s response at its earliest convenience, as timely confirmation will assist offerors in coordinating subcontractor commitments, pricing, and proposal planning.

SD103 and

SD202

2.0 - Drawing

Set n/a

Drawing SD103 shows keynote 5 (limit of steel sheet pile demolition) to be around 5’9. The detail it corresponds to (A2 on

Drawing SD202) shows this section to be 22’9.

Please clarify which is the correct sheet pile demolition length.

with Amendment 0002. The limits on

SD103 are correct and the support of excavation sheeting limits is approximately 5.9' where the proposed duct bank crosses the sheeting.

SD001

2.0 - Drawing

Set n/a

Please reference contract

Drawing SD001, Structural Demolition

Notes, Hazmat Notes for

Pier 1 Demolition. Is it the intent of the Owner that all of the Lead Containing

Materials for Pier 1

Demolition be paid under the Unit Price Item 0001Y in Attachment H ? The item description only mentions anchors in cleats and bollards.

The lead containing paint described in the table on SD001 does not have to be removed separately and shall be included in the overall cost of the demolition and disposal of the of the pier. Only the lead for the cleats and bollards shall be paid for under line item 0001Y.

SD104

2.0 - Drawing

Set n/a

Please reference contract

Drawing SD104 , S45S

Bulkhead Demolition

Plan(Base Bid), keynote 5 and referenced photograph

A4 on drawing SD601. Is the noted quantity of 150

CY to represent only the 2 debris locations indicated on the drawing?

All concrete debris from a previously existing structure within the revetment must be demolished (~150 CY). The two hatched items represent the larger remaining items; smaller misc. concrete items are present and are included in the qty but not shown for clarity.

Attachment H

Page 2 and

Drawing Set

Page S-529

Attachment H and Drawing

Set n/a

Unit Price item no. 0001D says "Unit price to furnish and install HP 14x102 piles for the pier." Can you confirm that this Unit Price item is not for the pier, but for the Air Compressor

Enclosure foundations on sheet S-529?

with Amendment 0002. The piles are for the Compressor Enclosure.

Page 2 and

Drawing Set

Page S-534

Attachment H and Drawing

Set n/a

Unit Price item no. 0001E says "Unit price to furnish and install HP 10x42 piles for the pier." Can you confirm that this Unit Price item is not for the pier, but for the Switch Gear foundations on sheet S-

534?

Confirmed. The piles are for the Switch

Gear Foundations.

Page 7 and

Drawing Set

Pages S-529-

S533

Attachment H and Drawing

Set n/a

Is Pricing Option Item No.

1 (Compressed Air

System: Furnish and install in accordance with the drawings and specifications), intended to include only the packaged compressor enclosure?

Does this Pricing Option also include the H-Pile foundations, cast-in place concrete, structural steel framing, stairs, and other elements detailed on the

Structural Drawings, or should the structural elements be priced in the

Base Price?

Similarly, does this Pricing

Option include related piping on pier, or is that in the Base Price?

The pricing is for all items associated with the elevated compressed air system including framing, concrete foundations, underground piping and electrical service. The price for the for the piles shall be accounted for in Line Item

0001D.

Drawing SD101

General Sheet

Note #4

2.0 - Drawing

Set n/a

Drawing SD101 General

Sheet Note #4 indicates

"the existing pier is condemned and must not be used for any purpose"

Can the existing pier be used to support construction operations if calculations and/or modifications are performed proving it is safe to do so?

For bidding purposes, assume the pier is limited to pedestrian traffic only.

0 - Solicitation -

N4008526R0001

Section 3

(Evaluation

Factors for

Award)

0 - Solicitation

N4008526R000

Section 3

(Evaluation

Factors for

Award)

Evaluation Factor #1 requires submission of a minimum of 2 up to a maximum of 5 construction projects that best demonstrate experience on relevant projects similar in size scope and complexity.

Additionally, the RFP requires these projects be

90% complete as of the issuance of the RFP. Due Please bid per the RFP.

to the unique nature of this project, please consider lowering the required 90% percentage on some or all of the relevant projects.

Note #6 on drawing C-002

2.0 - Drawing

Set n/a

As identified in

Construction Note #6 on drawing C-002, the RFP documents do not provide for construction staging area outside of the Project limits. Please reconsider providing additional staging area within the base to support construction activities.

Acquiring additional staging area outside of the base will have cost and schedule impacts.

Please see Continuation Sheet provided with Amendment 0002. An additional laydown area is provided. The laydown area will be located at the northeastern section of the former LNG site adjacent to the new NOAA facility. The laydown area will be approximately 40,000 sf.

Spec Section 01

32 17.00 20 article 1.10.1.8

1.0 -

Specifications

Spec Section

01 32 17.00

20 article

1.10.1.8

Section 01 32 17.00 20 article 1.10.1.8 only addresses rain as a parameter for lost workdays. Wind is often a limiting factor on marine projects. This project will require the use of multiple cranes for most of the marine activities. Can wind above 25mph also be considered for adverse weather lost work days?

Weather calendar shall be established in accordance with 01 32 17.00 20

Paragraph 1.10.1.9. Any activities that may be impacted by weather shall be assigned to the weather calendar. Crane wind safety operations shall be in accordance with EM 385-1-1.

General General General

Existing electrical and telecom manholes can be full of water. Please clarify whether dewatering of the structures is considered incidental to the work or will be addressed via differing site conditions.

Dewatering of manholes will be considered incidental to the scope of work.

Spec Section 33

40 00 article

3.8.1.1

1.0 -

Specifications

Spec Section

33 40 00 article 3.8.1.1

Section 33 40 00 article

3.8.1.1 mandates a leakage test on the RCP. There have been several instances where the RCP has failed to satisfy the leakage test. Can the RCP be changed to a PVC type of pipe?

HDPE is an acceptable alternative to

RCP storm piping. Contractor can submit substitution request during construction.

Spec Section 01

45 35 article

1.3.10

1.0 -

Specifications

Spec Section

01 45 35 article 1.3.10

Section 01 45 35 article

1.3.10 references a statement of special inspections SSI. We cannot find the document

Please see Attachment M - 01 45

35_Schedule_of_Special_Inspections and

Attachment N - 01 45

35_Statement_of_Special_Inspections provided with Amendment 0002.

at the end of the section, please provide.

C-102 Utility

Drawings N/A

Please Confirm the diameter of CB1 & CB 2.

The drawing refers you to the RI DOT Standard which has 4',5',and 6' diameter Catch Basins.

Please see Continuation Sheet provided with Amendment 0002. CB1 and CB2 are 4-ft diameter basins.

C-102,202 Utility

Drawings N/A

Drawing C-102 & C-202 show the 15" RCP Pipe

Outfall through the sheet pile bulkhead. We have the following questions :

1.) What is the connection between the pipe and the sheet pile bulkhead?

2.) Is any type of gate required on the outside of the sheet pile opening?

with Amendment 0002.

1. Detail A1 on S-526 is added to detail the connection.

2. No grate is required on the pipe outfall.

34 2 01 35 265 1.2.1 Please provide the Risk

Assessment Code (RAC) for this project?

Per spec section 01 35 26, Paragraph

1.8.4 "Provide a minimum of one Level

One SSHO that meets the requirements of EM 385-1-1 for this project”.

3 01 35 40.00 20 1.4 & 1.5

Please provide the Incident

Harassment Authorizations

(IHA's) issued by the

National Marine Fisheries

Service (NMFS) for the

Marine Mammal

Monitoring Protection?

Please see Continuation Sheet provided with Amendment 0002. IHAs is included in Appendix D.

1 01 14 00 1.2.g

Please provide letter of authorization from NOAA

Fisheries for bidders review?

Please see Continuation Sheet provided with Amendment 0002. This project will be subject to the Incidental Harassment

Authorization (IHA) from National

Marine Fisheries Services. The IHAs is included in Appendix D.

21 01 57 19 3.2.5

Please provide Newport

Naval Station's MS4 permit requirements?

Please see Continuation Sheet provided with Amendment 0002. NAVSTA MS4 permit is included in Appendix D.

Note that the permit expired on

December 19, 2008, but has been administratively continued until a new permit is issued. Spec Section 01 57 19

Article 3.2.5 updated to include reference to the MS4 permit included in Appendix

D.

9324 VIRGINIA AVENUE, NORFOLK VA 23511-0395

NORFOLK, VA 23511-0395

UNITED STATES

Kristy GERREK, Email: kristy.l.gerrek.civ@us.navy.mil Telephone: 757-341-0089 AdminBy:

SCD: PAS: