Amendment 007.pdf

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 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.

E. IMPORTANT: Contractor is not is required to sign this document and return copies to the issuing office.

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE

3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER 5. PROJECT NUMBER (If applicable)

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED (SEE ITEM 13)

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.

12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

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)

15C. DATE SIGNED

15A. NAME AND TITLE OF SIGNER (Type or print)

16C. DATE SIGNED

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

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

Previous edition unusable

2. AMENDMENT/MODIFICATION NUMBER

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

NATIONAL MULTIPLE AWARD CONSTRUCTION CONTRACT (NMACC Ill) POOL 2 SMALL BUSINESS EAST -

REHABILITATE WATERFRONT MSU USCG CLEVELAND HARBOR

See continuation page(s).

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.

Facilities Design & Construction Center 5505 Robin Hood Rd, STE K Norfolk, VA 23513

9A. AMENDMENT OF SOLICITATION NUMBER

70204724RPCNI0001

01/24/2024

9B. DATED (SEE ITEM 11)

11/14/2023

1 3

X

This amendment is issued to incorporate the following:

I. Proposal due date

Proposal due date is hereby extended to February 15, 2024, at 4:30pm Norfolk, VA time.

II. Specifications

INSERT (between 01800 1.19 Dredging and 01802): “01801 TEMPORARY FACILITIES”

SECTION 01110, Paragraph 1.13 WORK SEQUENCE, Requirement 1: Offsite Temporary Cutter Mooring (at USACE pier):

DELETE: “The utilization of the existing fendering and shore tie mound will require the Contractor to perform an outage. The total duration of the work required outage for the movement of fendering and shore ties (removal and installation from existing to new temporary pier) shall be completed in 7 calendar days. Refer to section 01800 in the RFP for detailed scope of work.”

REPLACE WITH: “The contractor shall provide new fendering. The utilization of the electrical shore tie power mound will require the Contractor to perform an outage. The total duration of the electrical outage for the movement of electrical shore tie (removal and installation from existing to new temporary pier) shall be completed in 2 calendar days. Refer to sections 01800 & 01801 in the RFP for detailed scope of work.”

SECTION 01110, Paragraph 1.13 WORK SEQUENCE, Requirement 2: Floating Pier:

INSERT: “Standard Coast Guard procedure includes the removal of the 45’ RB-M vessel from the water during the winter months. The Contractor can plan for the temporary removal of the 45’ RB-M from December 15th -March 1st. The only boat remaining during this time-period is the 29’ RBS which does not require a shore-tie.”

SECTION 01110, Paragraph 1.13 WORK SEQUENCE, Requirement 3: Bulkhead Repair- Cutter berthing:

INSERT: “Section 01800 paragraph 1.4.7 requires the contractor to provide new functional sanitary sewer shore tie systems for both Northern and Eastern bulkheads. The existing sanitary sewer shore tie on the Eastern bulkhead is no longer functional. The contractor is required to ensure a sanitary sewer shore tie is functional and available for operational cutter use at the berth being utilized by the cutter during construction. If the North bulkhead repair work is scheduled before the Eastern bulkhead repair work, then the contractor is required to replace the Eastern sanitary sewer shore tie system (before the North bulkhead work begins).

This sequence of work should be included into the contractors phasing plan.”

RFI#48, #115

SECTION 01450, Paragraph 1.3.2 QUALITY ASSURANCE MANAGER (QAM)

INSERT: “The Quality Assurance Manager cannot be the Superintendent and/or Safety Officer.”

RFI#124, #160

SECTION 01800, 1.4 CIVIL AND SITEWORK DESIGN paragraph 1.4.4 Circulation and Parking:

DELETE: “Option Item 1: The pavement in the main parking lot shall be replaced with new pavement, see drawings. The DOR shall develop a new parking layout. The contractor shall restripe the parking lot and install new signage. All parking spaces along the bulkhead and sidewalk shall have new concrete parking stop blocks.”

REPLACE WITH: “Option Item 1: The pavement in the main parking lot shall be replaced with new pavement, see drawings. The DOR shall develop a new parking layout. The contractor shall restripe the parking lot and install new signage. All parking spaces along the sidewalk shall have new concrete parking stop blocks. The new concrete parking stop blocks along the sidewalk shall be the standard ODOT type.”

RFI#124, #160

SECTION 01800, 1.4 CIVIL AND SITEWORK DESIGN paragraph 1.4.4 Circulation and Parking:

INSERT: “As part of the base bid, the contractor shall reuse and reinstall the concrete parking blocks that line the bulkhead. The contractor shall remove the metal posts and chains from these parking stop blocks and paint them reflective yellow. These reused concrete parking blocks shall be placed along the bulkhead, especially in front of parking spaces.”

RFI#123

SECTION 01800, 1.4 CIVIL AND SITEWORK DESIGN paragraph 1.4.4 Circulation and Parking:

DELETE: “The contractor shall provide temporary parking in the open space between the main building and 9th Street, see drawing. The contractor shall place gravel (along with any need geotextile or geogrid), and curb ramps (or other means for vehicles to access the temporary parking). The contractor shall also install a privacy screen, along the existing perimeter fence.

The reason for this screen is to conceal the temporary parking from the Rock and Roll Hall of Fame. The contractor shall remove the privacy screen, after construction is finished. A temporary parking layout with a minimum of 70 spaces need to be provided. After construction is complete, the contractor shall remove (scrape up) the gravel along with any geotextile or geogrids and install grass sod.”

REPLACE WITH: “The contractor shall provide temporary parking in the open space between the main building and 9th Street, see drawing. The contractor shall place gravel or asphalt (along with any need geotextile or geogrid), and curb ramps (or other means for vehicles to access the temporary parking). The contractor shall also install a privacy screen, along the existing perimeter fence. The reason for this screen is to conceal the temporary parking from the Rock and Roll Hall of Fame. The contractor shall remove the privacy screen, after construction is finished. A temporary parking layout with a minimum of 70 spaces need to be provided. After construction is complete, the contractor shall remove (scrape up) the gravel and/or asphalt along with any geotextile or geogrids and install grass sod.”

RFI#123

SECTION 01800, 1.6 Landscape Design paragraph 1.6.1 Landscape Planting Plan:

Delete: “After removing gravel for temporary parking lot, the contractor shall place 4 inches of topsoil, fertilizer, and sod.”

REPLACE WITH: “After removing gravel and/or asphalt for temporary parking lot, the contractor shall place 4 inches of topsoil, fertilizer, and sod.”

RFI#57

SECTION 01800, 1.6 Landscape Design paragraph 1.6.3.6 Maintenance:

DELETE: “During the establishment period, the Contractor shall eradicate weeds, insects and diseases, protect turf areas from traffic, mow, water, fertilize, patch and replace unsatisfactory turf areas as necessary.”

REPLACE WITH: “During the establishment period, the Contractor shall eradicate weeds, insects, and diseases, protect turf areas from traffic, mow, water, fertilize, patch, and replace unsatisfactory turf areas as necessary. The establishment period ends when the DOR (a licensed landscape architect) performs a site visit and determines that all turf and landscaping has been established. This shall be documented with a signed and sealed letter.”

RFI #101

SECTION 01800, 1.8 Structural Design paragraph 1.8.8.2:

INSERT: “The bulkheads associated with RPUID 15449 and RPUID 15488 have an existing load rating capacity of 150-PSF within 20-ft landside of the bulkheads. For design of the new bulkhead, assume a 600PSF Uniform Surcharge Load within 20-ft of the bulkheads to ensure an AASHTO HS20-44 design vehicle will be able to service moored WLB vessels.”

RFI #99, #126

SECTION 01800, 1.8 Structural Design paragraph 1.8.5.1 Steel Pipe Piles:

DELETE: “Provide galvanic system corrosion protection for all steel piles used.”

REPLACE WITH: The Contractor shall provide a galvanic system for corrosion protection, or the pipe piles may be designed with a calculated sacrificial thickness added to the design thickness requirement to achieve a 75-year service life objective. If the later alternative is used, the Design Builder shall submit structural calculations to justify the design of the pipe pile wall thickness.”

RFI #104, 152

SECTION 01800, 1.8 Structural Design paragraph 1.8.10.1:

INSERT (Add to the last paragraph): “The existing floating dock is design to accommodate a 25-PSF uniform live load and a 400-LBS concentrated load at any point on the dock at least 1 ft from the dock edge.”

RFI #150

SECTION 01800, Paragraph 1.8.10.4.3 INSERT (add as new paragraph): “The Contractor may re-use existing floating docks guide piles, at their risk, for the temporary relocation of the floating docks. The Contractor shall provide new steel guide piles during the permanent relocation.”

RFI#17

SECTION 01800, 1.13 Electrical paragraph 1.13.4.2:

DELETE: “Remove two (2) existing isolation transformers currently used for 140’ Icebreaking Tug shore-tie power connections. These will be reused upon completion of the new bulkhead.”

REPLACE WITH: “One existing shore-tie shall be relocated to a temporary mooring location to be used for mooring an icebreaking tug. DOR shall coordinate with project schedule and construction approach to decide which transformer is best to relocate to the temporary mooring location. The contractor shall investigate, disconnect, relocate, and provide all labor and materials to reinstall the shore tie transformer in the temporary mooring location. It will be the responsibility of the contractor to coordinate with the utility to provide a functioning shore-tie for the temporarily relocated icebreaking tug. When the construction schedule allows, the relocated shore-tie transformer shall again be relocated to its permanent location per the construction drawings. DOR shall consult Section 1801 regarding criteria for temporary mooring shore-tie.

The contractor shall be responsible for disconnecting, storage, and reconnection of the short-tie transformer that is not being relocated to the temporary mooring location.”

SECTION 01800, 1.13 Electrical paragraph 1.13.4.10:

DELETE: “Install new transformer, meter, conduit, power mound, and conductors for the temporary mooring shore power connection at the USACE (United States Army Corps of Engineers) facility.”

REPLACE WITH: “Install temporary mooring shore power connection at the USACE (United States Army Corps of Engineers) facility. Please see Section 01801 Temporary Facilities.”

RFI#84, #156

SECTION 01800, 1.16 Telecommunications:

DELETE: “A telecommunications line will be installed from MSU Cleveland Harbor to the temporary mooring location at the neighboring USACE (United States Army Corps of Engineers) facility.”

RFI#97

SECTION 01800, 1.16 Telecommunications paragraph 1.16.16.1.1:

DELETE: “Provide all telecommunications OSP cabling, underground conduits, pathways, and access holes between the new facility and piers.”

REPLACE WITH: “Provide all telecommunications OSP cabling, underground conduits, pathways, and access holes between the Station Building and cutter berths.”

INSERT (between 01800 1.19 Dredging and 01802): SECTION 01801 TEMPORARY FACILITIES, see 01801_TEMPORARY_FACILITIES.pdf

SECTION 01900, 1.2 RFP DRAWINGS, see table last row:

INSERT: “5 C-104 CIVIL Temporary Mooring Location”

SECTION 01900, 1.3.1 Attachments, see table row Attachment W:

DELETE: “Existing Fuel Distribution System”

REPLACE WITH: “AMI Reconnect Instructions”

SECTION 01900, 1.3.1 Attachments, see table add row at the end:

INSERT: “ATTACHMENT X - Photos of USACE Facility Plumbing”

RFI#157

RFP Drawings:

DELETE: 5092184_Combined-Drawings.pdf

REPLACE WITH: 2024-01-23-5092184-RFP-Drawings.pdf

RFP Attachment:

RFI#108

Attachment Q:

DELETE: Attachment Q - NEPA CATEX Document for STA Cleveland Harbor.pdf

REPLACE WITH: Attachment Q - NEPA CATEX Document for STA Cleveland Harbor-updated.pdf

Attachment X:

Insert: ATTACHMENT X - Photos of USACE Facility Plumbing.pdf

AMENDMENT ATTACHMENTS:

a. Questions and Answers

b. 01801_TEMPORARY_FACILITIES

c. 2024-01-23-5092184-RFP-Drawings

d. Attachment Q - NEPA CATEX Document for STA Cleveland Harbor-updated

e. Attachment X - Photos of USACE Facility Plumbing

f. CAD files

END OF AMENDMENT

RFI No.

Date

Submitted Pg Section Paragraph

QUESTION GOVERNMENT RESPONSE

POSTED ON

AMEND NO.

1 45259 70Z04724RPCNI0001

On November 20th we received document titled "70Z04724RPCNI0001", Attachments A through T, and a price proposal form, which were downloaded from the DoD SAFE service. However, we are not seeing a specific schematic drawing/layout of proposed work specific to this project provided.

Are there plans to release schematic drawings &/or a specific narrative of work for this project, and it will be released at some point before time of bid?

There was a total of 25 files as part of the DoDSafe Drop-off. Files named 02- 5092184_Combined-Spec.pdf and 01-5092184_Combined-Drawings.pdf are the files you need to download.

2 21/1/23 70Z04724RPCNI0001

there isn’t a time/ date for the site visit set up yet. It states:

"(b) One organized site visit will be scheduled after the release of the Task Order announcement via amendment. Although the site visit IS NOT mandatory, it is highly encouraged that you have your team and any major subcontractors attend the meeting. No other site visits will be allowed."

Just so we can start planning, do you know when the site visit will be held?

Information for the site visit will be posted via a future amendment 001

3 12/8/2023 6 of 20 Insurance/Bonds

This section states, "Please review Section H.2 of the contract for insurance requirements, Section I of the contract for bonding requirements and Section L.7 of the Solicitation for Bid Guarantee required for this task order."

Section H, I and Section L do not appear to be included in any of the documents. Can the government provide these sections or guidance as to what these requirements are?

Please refer to the main SB solicitation# 70Z04723RNMACCSB. 002

4 12/9/2023 16 of 20

Factor 5 Technical Solution, Subfactor 5.2

- Subcontractor and Construction Materials Procurement Strategy

Subfactor 5.2, c)

The RFP states, "Provide a critical path schedule highlighting long lead items and methods of working long lead items into the construction plan to minimize delays."

Is a schedule actually required or is this just in narrative format

In accordance with RFP, Subfactor 5.2 (c) Subcontractor and Construction Materials Procurement Strategy a schedule is required.

5 12/10/2023 16 of 20

Factor 5 Technical Solution, Subfactor 5.2

- Subcontractor and Construction Materials Procurement Strategy

Subfactor 5.2, c)

What format (excel, P6, etc.) does the government want if a schedule is required?

An excel format schedule will suffice. 002

6 12/11/2023 16 of 20

Factor 5 Technical Solution, Subfactor 5.2

- Subcontractor and Construction Materials Procurement Strategy

Subfactor 5.2, c)

If schedule is required, can it be 11"x17" and does it count toward the page count?

11"x17" will suffice, and do not count towards page count. 002

7 12/12/2023 5 I Wage Determination not found on Sam.gov See amendment language 003 8 12/13/2023 5 I Marine Wage Determination not found See amendment language 004

9 12/13/2023 Bulkhead

Will the new bulkhead be required to be installed in the exact location as the existing bulkhead or can the new buldhead be extended out some to allow room for demolition of existing bulkhead?

The new bulkhead can be extended out from the existing bulkhead. 007

10 12/13/2023 Environmental

Is the contractor responsible for handling the disposal of contaminated soils if encountered during construction? If so, is the government going to provide an allowance or quantity of contaminated soil to base our pricing on?

Yes, contractor is responsible for handling the disposal of contaminated soils.

Per RFP, Section 01800 1.9, contaminated soils are expected. However, the quantities are unknown. If contaminated soils are encountered, it will be treated as a changed site condition.

11 12/13/2023 Equipment Are there any height restrictions for cranes and other equipment on this site due to it being located in the vicinity of an airport?

Yes, height restrictions apply since the site is within the 20,000' radius of Burke Lakefront Airport. The contractor is required to follow all Federal Aviation Administration (FAA) requirements.

REFERENCE

PRE-PROPOSAL INQUIRY/REQUEST FOR INFORMATION

12 12/13/2023 Pavement

What are the extents of the pavement requirements for the base bid? Are we to remove and replace the entire parking lot with asphalt pavement or just patch and repair pavement that is disturbed during construction?

Please see RFP SECTION 01800 paragraph 1.4.8. 007

13 12/13/2023 Dewatering

Will the contractor be allowed to discharge groundwater from dewatering activities directly into the existing stormwater system?

If not, how are we to handle the water from the dewatering process?

The Contractor shall comply with all Federal, State, Local environmental, stormwater regulations and requirements. The DOR shall determine the discharge process for dewatering that complies with these regulations.

14 12/13/2023 Electrical

What is the intent related to the cables from the newly installed Power Points and Data Point to each ship? Is it the Contractors responsibility to provide and install or does each vessel have its own cabling power/data ship to shore cabling

Telecoms (data) side, each vessel has their own shore tie cable for telephone/data to the Russell Stohl connectors in the new shore tie boxes

15 12/13/2023 Electrical

Based on the Provided as built drawings it appears that there is not 100% redundancy on the conduits feeding the data points. Is it advisable that this spec could be utilized to mean 100% redundancy to the attached origination manhole?

100% redundancy is being accomplished with the cable being used. No need to install additional conduits.

16 12/13/2023 Electrical

Is it permissible if the conduits are in good shape for us to attached to these conduits? Or are we to provide all new conduits from both Electrical Manholes and Data Utilities with core drills into them?

It is acceptable to tie into an existing manhole by the Station Building so that no new conduits need to be installed into the Station Building.

17 12/13/2023 Electrical

Are both existing power supplies in good working order? No Ground Faults or breaker problems? How do we deal with a faulty Coast Guard Isolation transformer? There was an RFP out a while ago for a faulty power supply for one of the Tugs.

See amendment language 007

18 12/13/2023 Electrical Being this is a Federal site who is the Electrical Authority having jurisdiction?

See section 1.13.1 007

19 12/13/2023 Electrical Regarding the temporary watt hour meter needed for section 1.4.1 Utility Usage is a standard E-Mon meter acceptable no data transfer is required? WIFI etc. A manual read is acceptable?

To be answered in future amendment

20 12/13/2023 Electrical

Will the Coast Guard be providing any assistance with regards to their manholes for Electric or DATA or will this remain the contractor's responsibility? Who will be involved for sign off on the confined space plan?

Question 1: Need further clarification. Is this in regards to the temporary trailers? Question 2: The confined space plan should be approved by the Safety and Health Officer.

21 12/13/2023 Electrical

Based on initial discussions with the Approved Navy/Coastguard Supplier for the Electric/Data Combination enclosure they are experiencing a 40-week issue with Russel Stoll a Main Component of their approved design does the Coast Guard offer any notice of a National Security Priority Letter we might request to elevate this issue if requested to expedite this supply chain issue? This exceeds the 180-day schedule and is a key element to take into consideration

At this time, we are not aware of any document. 007

22 12/13/2023 Electrical Is it acceptable to provide the metering spelled out in section 1.4.5 inside the Dr Olivia Hooker Building switch Gear?

That is acceptable. 007

23 12/13/2023 Electrical

Based on the Data spec 1.16.16.2.2 to provide a 25 pair, PE89/Cat5e copper cable 328 is the maximum length allowable per TIA Standards the orientation of the duct banks servicing the east tug Location are severely over this length nearly 1800 ft for the East location and 750 ft for the North location per the existing drawings would fiber be a better option?

These cables are for telephone and modem data. Cat 5e is what we want installed, these will not require network testing only continuity. Cat 5e cables have lower noise ratios than the previous cat 3 cabling. No fiber is authorized at this time.

24 12/13/2023 Electrical

Lighting system for Parking lot, Since this is close to where they Land their Helicopter from Time to Time, is there a height issue or will there be any FAA Lights needed on top of these pole lights?

30 ft might be a little high.

Helicopters will not be landing on-site. Height stated in RFP is adequate. 007

25 12/13/2023 Electrical

What are the electrical Loads on the 140 ft tug and the Floating Docks? What are we doing with the 140 ft Tug while we redo the power or do we need both power systems operational at the same time (if the RFP has the utility removing and storing then where does the tug get its shore power from?

The tugs electrical requirement is 450V 200A 3-ph connection. See language in Amendment 2 for clarification.

26 12/13/2023 Electrical Are anodes required for the power systems?

The DOR will have to make that determination based on there assessment and design.

27 12/13/2023 Testing 1.13.11 Is 3rd party testing required for the electrical testing? Or is this something that our electrical subcontractor can perform?

To be answered in future amendment.

28 12/13/2023 Electrical Please verify what we have available for Copper connections in the Coast Guard Barracks.

To be answered in future amendment.

29 12/13/2023

SF 1442, Box 13

IV. Proposal Submission

Instructions: Closing Date

On the SF 1442 in Box 13, the due date time is listed as 15:39 ET on 18 January 2024. On page 14 under Closing Date the due date time is listed as 4:30 PM ET on 18 January 2024. Which due date time is correct?

The due date time was 4:30 PM ET on 18 January 2024; please see amendment 007 for revised due date.

30 12/18/2023 13 RFP- instructions for submitting Questions

III

No time has been provided for the Coast Guard receipt of the pre-proposal questions. It is assumed that 12/20/23 by Close of Business (4:30PM) is acceptable. Please confirm that this assumption is correct.

No, this assumption is incorrect, pre-proposal questions will be reviewed by the government 12/20/23, any questions submitted after this date are considered late.

31 12/19/2023 Where is the shore tie required to be with respect to the mooring location of the 140 WTGB?

Location of shore ties shall be determined by the DOR. Telephone/Data shore ties are to be collocated with the electrical shore tie.

32 12/19/2023 What is the size of the Type III MSD (sewage holding tank) on the 140 WTGB)

The combined gray water and sewage hold tank volume for a 140' WTGB Cutter is about 4,500 US gallons.

33 12/19/2023 Does the 140 WTGB have a pumping system that pumps the sewage to the sanitary shore tie?

The 140' WTGB Cutter has a pump in the sanitary holding tank that pumps the sewage to the shore tie.

34 12/19/2023 Does the existing sanitary shore tie use the 140 WTGB to pump the sewage to the manhole 1A?

Correct. Please see Attachment G, K and J for more information. 007

35 12/19/2023 Are there any more details on the existing pump station? I.E.

depth, wet well volume, pumping capacity?

Please see Attachment H Sheet C11 & C7. Also see Attachment J for photos of the sanitary pump station.

36 12/19/2023 Is the bulkhead west of the floating dock required to be replaced as part of this contract? Are there any details on its construction?

Refer to RFP Drawings C102 and C103 and RFP Specification Section 01800-

1.8.8.1 for limits of work. No additional construction details, beyond those provided within the RFP, are available.

37 12/19/2023 Has any permitting been started with the Army Corps as it relates to the bulkhead replacement?

No. The Contractor shall be responsible for identifying and obtaining all required permits, approvals, notifications, utility permits, utility impacts, Federal Aviation Administration (FAA) notifications/permits, Federal Communications Commission (FCC) notifications/permits, concurrences, consultations, consistency reviews (to include Coastal Zone), and certifications from federal, state, and local regulatory agencies.

38 12/19/2023 Does the bulkhead replacement include the 45 - foot wall between the Neah Storage bay Building and the floating dock?

Yes it does. 007

39 12/19/2023 Can Cad files be provided of the design drawings and survey for use in preparing the 10% Design?

CAD Files will be provided. See amendment. 007

40 12/19/2023 Can the Bid Date be extended 3 weeks? See amendment 007 007

41 12/19/2023 Is the footcandle illumination level indicated for Exterior Site lighting under specification section 01800 1.13.8 a minimum or average maintained?

See 1.13.10.1.1 for guidance. 007

42 12/19/2023

Drawing C102 indicates demolition of a transformer building and transformers. Are any exiting to remain loads on the site fed from this building or transformers that will need to be re-worked or otherwise maintained?

For bidding purposes, assume the parking lot lighting is routed through the electrical building. Contractor shall coordinate any existing loads with the local unit during design.

43 12/19/2023

Is the patch panel in the Station building (indicated in specification section ) currently being utilized for the telecommunications shore-tie connections the shore-side termination point for the new shore ties?

Yes, the current patch panel is being used for the existing shore ties. New cabling will be terminated to BET's.

44 12/19/2023

Specification section 01800 1.139.1.1 indicates that the existing shore tie connection point is an inconvenient and unsafe distance from the docked vessel. Is there a preferred location relative to the vessel to locate shore ties?

The DOR shall determine a new location nearer to slip in order to reduce trip hazard.

45 12/19/2023

Drawing C102 indicates removal of the 300kVA transformer for shore tie distribution. Is there a preference for the location of the new/relocated service transformer serving the shore tie distribution?

This shall be coordinated by the DOR with the utility and base personnel. 007

46 12/19/2023 To be as cost efficient as possible, can the onsite superintendent be triple hat?

No. 007

47 12/19/2023

Section 1.8.1 of the RFP Specifications state “The waterfront scope covers the design and construction of the new bullhead within the limits of the existing steel sheet pile wave break identified as RPUID 15448 and the existing steel sheet pile bulkhead identified as RPUID 15449” . Is it the Owners intent to have the new bulkhead constructed within the limits of the existing bulkhead (landward) or can the new bulkhead be designed and constructed outside the existing bulkhead (waterward)?

Water side of the existing bulkhead. 007

48 12/19/2023

Page 35 of "02-

5092184 Combined

Spec"

1.3

This section provides information in regards to the Superintendent as well as the Quality Assurance Manager (QAM). Please confirm that this project will be allowed to be managed with just these two "hats" (2 personnel) on site. Or, will the contractor be required to have any other additional hats, such as a Site Safety & Health Officer, or other roles on site at all times?

See amendment language; QUAM and Site Superintendent must be 2 separate qualified individuals. Site Superintendent may be dual hatted as Safety and Health Officer.

49 12/19/2023

Page 88 of "02-

5092184 Combined

Spec"

1.8.9.5.2

This section provides requirements for the cleats and bollards.

Please confirm whether or not the concrete anchors for the cleats can be pre-cast off site, or will they be required to be poured-in-place type concrete anchors?

Requirement for poured in place concrete anchors shall be determined by the

DOR.

50 12/19/2023

Page 70 of "02-

5092184 Combined

Spec"

Regarding contractor parking, please confirm if the contractor is allowed to have it's employees park in the area designated as the "contractor's construction footprint & laydown area" as shown on C101.

Contractor employees will not be allowed to utilize the temporary parking lot or any onsite parking spaces. There are several commercial and city run parking lots nearby.

51 12/19/2023

Page 70 of "02-

5092184 Combined

Spec"

1.4.4

Please confirm whether or not the contractor will be allowed to utilize the Temporary Parking lot for parking for it's employees, or is the Temporary Parking lot strictly for Coast Guard personnel only?

Contractor employees will not be allowed to utilize the temporary parking lot or any onsite parking spaces. There are several commercial and city run parking lots nearby.

52 12/19/2023

Page 70 of "02-

5092184 Combined

Spec"

1.4.4 If the Temporary Parking is designated only for Coast Guard personnel, please clarify what location(s) are contractor's expected to have their employees park at?

Contractor employees will not be allowed to utilize the temporary parking lot or any onsite parking spaces. There are several commercial and city run parking lots nearby.

53 12/19/2023

Page 45 of "02-

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Spec"

1.3 The Specs state the Contractor is to provide a separate office trailer for the use of the Government. Please confirm this is correct.

Correct. There will be two trailers, one for the contractor and one for the Government Inspector.

54 12/19/2023

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1.3

The Specs state the Contractor is to provide a separate office trailer for the use of the Government. Please clarify whether or not the Contractor is expected to stage both this trailer, and the office trailer for the Contractor, within the limits of the area designated as "Contractor's Construction Footprint & Laydown area" as shown on drawing C102? Can the contractor place the Coast Guard's office trailer in the area designated as the "Temporary Parking area" per drawing C101?

Stage both trailers in the "Contractor's Construction Footprint & Laydown area" as shown on drawing C102. The Government trailer shall NOT be located in the "Temporary Parking area" per drawing C101.

55 12/19/2023 Dwg C101

It was mentioned at the site visit that heavy equipment/containers, etc. are lot allowed to be placed alongside the existing bulkhead, withing a certain distance. If this is correct, please clarify what weight limit and distance requirements are there in regards to staging/operating equipment, storage containers, etc. near the bulkhead.

MSU Cleveland Harbor load limit is 150 psf within 20’ of the bulkhead. 007

56 12/19/2023

Attach. P -

FDCC

Enviro Compl.

Inspection July 2022

Please confirm whether or environmental protection measures, such as turbidity curtains, are required when performing tasks such as sheet & pipe pile driving. If so, is there a certain type of turbidity curtain & a certain heigh/length that is required?

The Contractor shall be responsible for incorporating all permit conditions and constraints into the design and ensuring compliance with permits is maintained throughout the project. These protective measure and best management practices are outlined in the permits.

57 12/19/2023 page 81 of "02-

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1.6.3.4

This section mentions that contractor shall eradicate weeds, insects, diseases, protect turf areas, mow, water, fertilize, patch & replace unsatisfactory turf during the "establishment period."

Please clarify the duration of the establishment period.

See amendment language. 007

58 12/19/2023 page 7 of "02-

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Spec"

1.13

The Work Sequence calls for Phase 2 to consist of all work associated with the North bulkhead replacement while Phase 3 consists of the work associated with the East bulkhead replacement. Are we allowed swap the phasing and perform the work associated with the East Bulkhead in Phase 2 and the work associated with the North Bulkhead in Phase 3, instead?

Please see Amendment 005. 007

59 12/19/2023 page 115 of "02-

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1.16.16.1.5

Section 01800 1.16.16.1.5 Requires additional pathway capacity for 100% cable growth. The minimum size pathway is 4” and the only required cable is a 25 pair PE89 copper cable. Will the single 4” pathway with spare inner duct for future cables be acceptable?

Yes it is acceptable. 007

60 12/19/2023 page 75 of "02-

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1.4.8 Pavement

Please confirm whether or not the rebar reinforcing at any areas of the concrete pavement must be coated in epoxy, galvanized, etc.

Pavement design shall be determined by the DOR. 007

61 12/19/2023 page 5 of "70Z04724

RPCNI000

1" RFP

Document

Description of Work

The Option Item 0001: calls for installing new parking stop blocks in the main parking lot and along the waterfront. Please confirm that the Base Bid Item 0001: does not require the replacement of any parking stop blocks.

Confirmed. 007

62 12/20/2023 2 1800-1.9 1.9.2.1

At the site visit, only one Bubbler was observed to be working.

How many existing bubbler mechanisms are there? Can the coast Guard provide a s shop drawing showing locations? Is there product data available?

This information is NOT available at this time. 007

63 12/20/2023 2 1800-1.4 1.1.4 Is Parking Space delineation required for the temporary parking lot? If Yes, must this delineation be maintained during periods of snow removal.

Pavement markings for the temporary parking lot are NOT required. 007

64 12/20/2023 9 1800-1.8 1.8.10.11.11 Is a Test Pile required for the guide piles at the floating dock. Will submission of PDA data be acceptable?

This is not an RFP requirement, yet may be required by the DOR. 007

65 12/20/2023 9 1800-1.8 1.8.10.11.11 Is an Underwater existing survey required post demolition of existing guide piles?

This is not an RFP requirement, yet may be required by the DOR. 007

66 12/20/2023 9 1800-1.8 1.8.10.11.11 Is an Underwater Quality Control inspection required after new guide pile installation?

This is not an RFP requirement, yet may be required by the DOR. 007

67 12/20/2023 10 1800-1.8 1.8.11 RFP requires One Gangway. Attachment C shows Two Gangways. Please confirm that only One Gangway is required.

The RFP requirement is to replace one gangway. Refer to RFP Drawings C103 and the site photo #41 in RFP Attachment N that illustrate the one gangway.

The northern most gangway shown on Attachment C no longer exists.

68 12/20/2023 6205-D Attachment C Attachment C shows an existing Davit. Does this Davit still exist.

Is there a scope of work required for the existing Davit? Is a new Davit required?

Per Attachment N and Attachment K the davit no longer exists. A new davit is not required.

69 12/20/2023 4 1800-1.13 1.13.9.1.1 Please confirm that the 300 KVA transformer referenced in this paragraph is owned by the public utility.

Cannot confirm. 007

70 12/20/2023 2 01110 1.5 What is the encroachment distance that triggers CG Exchange loading dock permission requirement?

Coordination with the CG Exchange shall be worked out with the COR after award.

71 12/20/2023 2 01110 1.5 Can CG Exchange Deliveries be made through the front door? Is the contractor required to provide traffic control to the Loading Dock for the project duration.

Coordination with the CG Exchange shall be worked out with the COR after award.

72 12/20/2023 8 1320 3.4.3

For the purpose of risk assessment with respect to the contract duration. Please provide the monthly inclement weather calendar that will be incorporated into the Project network analysis schedule submission post award.

An inclement weather Calander will not be provided by the Government. Please refer to REF Section 01110 1.18 Weather and Section 01320 3.4.3 Time Extensions for Unusually Severe Weather.

73 12/20/2023 8 1320 3.4.3 Is a weather calendar required for the pre-award proposal schedule? If yes please provide the monthly weather calendar required for the project location

An inclement weather Calander will not be provided by the Government. Please refer to REF Section 01110 1.18 Weather and Section 01320 3.4.3 Time Extensions for Unusually Severe Weather.

74 12/20/2023 Price Proposal Form

Base Item 0001 states to include pavement patching. Does this mean the contractor should price this bid item as if the paved parking lot and aprons will not be replaced which will require selective demolition for utility and bulkhead tie-back installations?

Or does the government intend to award Base Item 0001 and Option Item 0001 together and the Option 0001 breakout is due to the different funding sources?

The base bid should be priced assuming asphalt pavement installation where there is selective demolition of utilities, bulkhead tie-backs, etc. This contract has only one funding source.

75 12/20/2023 Price Proposal Form

Base Item 0001 states to "Repair" floating pier, marine fuel distribution and bilge water tank. The Task Order RFP indicates that these are new installations. Please clarify the task order requirement.

See Amendment 005. 007

76 12/20/2023 SF 1442 Block 13

Please confirm Solicitation - General Requirements - IV Proposal Submission Requirements - Submit proposals, via DoDSafe, by Close of Business, Local Norfolk, VA time, on January 18, 2024, 4:30pm. The SF 1442, Block 13 appears to require hand delivery at a different time.

The due date time was 4:30 PM ET on 18 January 2024; please see amendment 007 for revised due date.

77 12/20/2023 1 1500 1.3 Please confirm that the contractor must furnish a separate field office for government use.

Confirmed. Please see Section 01500 TEMPORARY COR FACILITIES AND

EQUIPMENT.

78 12/20/2023 4 01110 1.13

During Construction of Phase 2 and Phase 3 will both vessels remain at the CG installation thus facilitating the need for Temporary Shore Ties for all Utilities to service the additional vessel moored at the north and east bulkheads?

See Amendment 005. 005

79 12/20/2023 1 1800 1.6

At the site visit there appeared to be no landscaping requirement other than the sod replacement for the temporary parking lot.

Please confirm that landscape beds with bushes and Trees are not required.

The contractor is expected to replace any trees or bushes damaged due to construction.

80 12/20/2023

Section 01800 Paragraph 1.16.16.1.6 and Appendix I, Drawing E2.0

Is the MDF Room noted in Appendix I - Boat Maintenance Building 2012, Drawing E2.0, the same room as the Telecommunications Room noted in Section 01800 Paragraph

1.16.16.1.6 of the RFP?

Correct, the MDF (Room 146) on the drawing is where the conduit for the shore ties need to go.

81 12/20/2023 Section 01800

Paragraph 1.16.16.1.1

Is the intent for the new conduit duct bank required in Section 01800 Paragraph 1.16.16.1.1 of the RFP to be routed beneath the building slab from the Telecommunications Room to outside?

It is acceptable to tie into an existing manhole by the Station Building so that no new conduits need to be installed into the Station Building.

82 12/20/2023 n/a n/a n/a Are the existing cutter shore ties to be demolished or remain?

The Contractor shall install new water and sanitary shore ties (please see RFP SECTION 01800 1.4.7 & SECTION 01800 1.4.6). For the electrical shore tie please see SECTION 01800 1.13.

83 12/20/2023 4 01110 1.13

Please Clarify how we are to sequence the relocation of each 140 ft vessel while doing construction. There are no directions related to the temporary placement for the electric related to the North and East Piers. Should we provide temporary power while under construction via a Generator ? Where will the Vessels be moored during both phases of the pier work?

See Amendment 007 and SECTION 01801Temp Facilities. 007

84 12/20/2023 n/a n/a n/a Will Temporary data cabling be required at all temporary shore tie locations?

See amendment language. 007

85 12/20/2023 4 1800 1.16.16.1.5 The RFP spec. states to install 100% spare conduits for the data.

Please confirm this requirement is to the closest Manhole.

The growth is achieved with the 25 pair cabling. 007

86 12/20/2023 3 01110 1.1

Has the Coast Guard requested any information as it relates to the First Energy involvement? They will need to remove their 13,200-volt transformer and relocate it once completed. Please make any information provided First Energy available.

DOR/Contractor is responsible for coordinating with utility for transformer removal and placement.

87 12/20/2023 n/a n/a n/a

Approximately 6 months ago there was and RFP issue by the CG related to failed electric Service to the Morrow Bay. Was this work performed? Are both shore tie electric services 100% functional at this time?

This is unknown, do not have oversight of that project. 007

88 12/20/2023 Where is the Fuel Tank Monitor system to be located?

The Fuel Tank Monitor system is located at the tank. Alarm shall be audible and visual.

89 12/20/2023 1 1800 1.16 Does the CG have concerns on the maximum distance for the Cat 5e cables exceeding the BICSI max listed ?

These cables are for telephone and modem data. Cat 5e is what we want installed, these will not require network testing only continuity. Cat 5e cables have lower noise ratios than the previous cat 3 cabling. No fiber is authorized at this time.

90 12/20/2023 4 01110 1.13

Assuming that the existing fueling station can be relocated to the north bulkhead. Is it acceptable to change the project phasing to Phase 2 = East Bulkhead and Phase 3 = North bulkhead. This change could have a significant cost saving impact for the project.

The station must have the ability to fuel at all times. If phasing is changed, contractor shall modify temporary fueling period as required.

91 12/20/2023 1 of 8 01800 1.4 1.4.1.1 & 1.4.1.2 Attachment K STA Cleveland Harbor 22x34 Survey is labeled as a "90% submission", dated 11-14-22. Is a "Final Submission" available?

The final submittal is sealed my a licensed professional surveyor. The title block does have "90% submission 11-14-22", however the final approved submittal is signed and sealed.

92 12/20/2023 2 of 12 1802 1.5.3 Please confirm that the Designer of Record (DOR) that seals the documents can be licensed professionals from other states.

Correct, out of state DORs can sign and seal USCG drawings. 007

93 12/20/2023 4 01110 1.11

To develop the cost of the environmental and utility permits requires a completed design. This project is design/build and therefore these permit costs are unquantifiable. Will the government amend the price proposal form to include a Line Item with an allowance value for these permit costs. Actual permit costs could be reimbursed to the contractor thereby leveling the field with respect to these substantial costs.

The Coast Guard will NOT provide an allowance or line item for permitting costs.

94 12/20/2023 1 of 5 Section 01500 1.3

Specifications, Section 01500, page 1 of 5, paragraph 1.3 Temporary Construction COR/CI Office. Just to confirm the Government will require a temporary office for the COR/CI as indicated?

Confirmed. Please see Section 01500 TEMPORARY COR FACILITIES AND

EQUIPMENT.

95 12/20/2023 1 of 8 Section 01110 and

Price Proposal Form 1.1

Specifications, Section 01110, page 1 of 8, Part 1 General, 1.1 Scope of Work, Base Item 1, states “Site work includes new concrete pavement…” The Price Proposal Form, Base Item 0001, states, “Site work includes pavement patching…” Option Item 0001 states “The scope includes installing new Portland concrete pavement…” Which is correct, is the PCC in the base bid or Option 1?

Please see Amendment 005. 007

96 12/20/2023 7 of 8 and

C103 Section 01800 and

Drawing C103 1.4.8.1

Specifications, Section 01800, page 7 of 8, 1.4.8 Pavement, paragraph 1.4.8.1 references 2 inches of asphalt and 6 inches of aggregate base. However, the conceptual drawing C103 indicates “New Concrete Pavement and Restriped Parking Lot.” Which pavement is required?

Please see amendment 005. 007

97 12/20/2023 4 of 8 Section 01800 1.16.16.1.1

Specifications, Section 01800, 1.16, page 4 of 8, paragraph

1.16.16.1.1 references OSP cabling, conduits pathways etc.

“between the new facility and piers.” What new facility is being referenced?

See amendment language. 007

98 12/20/2023 1 of 8 Section 01110 and

Price Proposal Form 1.1

Specifications, Section 01110, page 1 of 8, 1.1 Scope of Work, Base Item 1: states work includes, “…a new floating dock…” The Price Proposal Form, Base Item 0001 states, “Repair the float pier…” Which is correct, are we to replace or repair the floating dock/pier?

Please see Amendment 005. 007

99 12/20/2023 2 and 3 of

Section 01800 1.8.5.1 and 1.8.5.5

Section 01800, page 2 of 11, paragraph 1.8.5.1 Steel Pipe Piles states, “Provide galvanic system corrosion protection for all steel piles used.” Section 01800, page 3 of 11, paragraph 1.8.5.5 Steel Sheet Piling requires a 75-year service life by use of coatings, galvanizing, or extra sacrificial thickness, or any combination thereof.

Can the Contractor assume that additional sacrificial wall thickness can be implemented for the Piles used to support the “New Floating Dock”?

Sacrificial thickness is acceptable; See amendment language. 007

100 12/20/2023 Attachments A and C

Attachment A, other Attachments, and Google Earth Pro, all reflect a moored vessel (RP-M 45’) on the outboard side of the 2d floating pier farthest from the bulkhead, and directly in front of what is labeled in Attachment C as the Foul Weather Mooring.

Based upon the beam and minimum beam clearance (7’-0”) required in Design Build Specification 01800, can the Contractor assume that this berthing arrangement as shown in the pictures as preferred by the USCG? We see no ability to berth (2) 25’ RS-M vessels on the same pier section without widening the footprint of the floating concrete dock.

Clarification or validation of the vessel mooring as shown in the attached photo from “Attachment C” as the planned/desired berthing arrangement?

Refer RFP Drawing C103 for required berthing arrangement. The required mooring arrangement is consistent with Attachment A, FLOATING DOCK SYSTEM (RPUID 15450) photo on page 2.1-1 (PDF page 15). That is to say, the two interior berths shall be designed for one 25' RS-M (each). The 45' RB-M will only be berthed in the outside berth.

101 12/20/2023 4 of 11 Section 01800 1.8.8

Per Specification Section 01800, page 4 of 11, paragraph 1.8.8 Bulkhead, makes no mention of a Uniform Surcharge Load to be applied landside during design of the New RPUID 15449 and RPUID 15488 bulkheads. We have utilized an initial 600PSF Uniform Surcharge Load (similar to HS-20 loading) to allow for various rolling equipment to be able to service moored vessels.

Does the USCG have a desired Uniform Surcharge Load or is our assumed 600PSF sufficient in the view of the USCG?

See amendment language. 007

102 12/20/2023 RFP Section IV

RFP Section IV, Closing Date: As this is a design-build project, we respectfully request that the due date for the proposal be established at 3 weeks after receipt of all RFI responses so that we can work with our designer and subcontractor team to develop our best plan for execution of the project.

See amendment 007. 007

103 12/20/2023 RFP Section III RFP Section III: Will the Government please consider extending the RFI submission period until after the holidays, suggest January 5, 2024?

See amendment 007. 007

104 12/20/2023 Existing Dock What is the current…