Amendment_3-HSCG80-13-R-P45218.pdf

NSN 7540-01-152-8070

STANDARD FORM 30 (REV. 10-83) PREVIOUS EDITION UNUSABLE

Prescribed by GSA, FAR (48 CFR) 53.243

1. CONTRACT ID CODE PAGE OF PAGES

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1 1

2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicable)

Amendment 0003 02/13/2013

6. ISSUED BY CODE 84 7. ADMINISTERED BY (If other than Item 6) CODE 84

Department of Homeland Security

United States Coast Guard

USCG Surface Forces Logistics Center

300 East Main Street, Suite 550

Norfolk, VA 23510-9112

Same as Item 6

POC: Amy McLiverty (757) 628-4125

E-mail: Amy.L.McLiverty@uscg.mil

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code) (X) 9A. AMENDMENT OF SOLICITATION NO.

HSCG80-13-R-P45218

X 9B. DATED (SEE ITEM 11)

02/04/2013

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

CODE FACILITY CODE

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.

Offerors 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 one copy(s) 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 ACKNOWLEDGEMENT TO BE RECEIVED AT THE PLACE

DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment your 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)

N/A

13. THIS ITEM ONLY APPLIES TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. 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 NO. 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 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 ___ copy(s) to the issuing office.

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

Amendment 0003 is issued to:

1) Post Questions and Answers received as a result of the solicitation.

The Closing Date remains 12:00 pm EST on 19 February 2013.

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 15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 16C. DATE SIGNED

BY:

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

Q&A HSCG80-13-R-P45218/AMENDMENT 3

1) Work Item 1, MDE Heat Exchangers, Clean, Inspect and Hydro, Paragraph 3.3

Question: Clarification regarding “The Contractor shall unship and accomplish all cleaning and inspection at the Contractor’s facility.”

Question: The Pier load restrictions at Port Angeles prevent a suitable Boom Truck or Crane to be allowed on the Pier. What is the Limit for Pier Loading for other vehicles?

Answer: The load restrictions are 7600lb/axle. CGC ACTIVE has been unable to find a boom truck anywhere in Western, WA that meets these load limitations.

Question: This will require a Barge Crane, is there adequate mooring to the Pier for the Barge

Crane?

Answer: The last time a barge crane spent the night, it spudded down in the harbor overnight.

There is not good pier space for a barge to moor overnight. Weather pending and seas are calm, the barge can moor outboard of the cutter, the decision on sea state will be made by the COR.

There is also a mooring ball in the harbor that could be used. The barge can safely tie outboard of the cutter during crane operations, weather pending, the cutter will use the small boat to enforce a no-wake zone.

Question: Can the Barge Crane moor overnight? Please see answer above.

2) Work Item 15 and 16

Question: Is there power 440/480 Three Phase 100 Amps available to the contractor, or is a

Generator required?

Answer: The cutter has 440V three phase 30Amp power. Contractor can plug into Electrical

Submersible Pump connections, but the fuses are 30Amps. Anything over this will require a generator.

3) Work Item 9, 10, 11 and 22

Question: The General Requirements require showers and toilets for the disruption of Sewage and

Grey water. Please provide the Quantity of Male and Female Showers and Toilets required.

Answer: Please plan on 12 Men overnight, during the day heads for 80 men and one woman.

Showers will only be necessary if the grey water tank is down for over 24hours. The system is designed to be segregated forward and aft. If cleaned with this segregation in use, there is no need for showers.

4) Work Item 23, Bulwark Repairs.

Question: How much flammable fluids (Flo-Coat) are expected to drain out, as these channels are inner connected allowing for much more fluid than the picture in the specification indicates.

Answer: There is believed to be minimal flow coat in the system (a few cups) as it is all supposed to be drained out after it is put in. However, in the past, ACTIVE has had excessive amounts of flow coat in bulwarks (up to 10gal). This section’s box beam can be drained with plugs before work starts. The work is a few feet off the deck, and it is unpredictable how much will be in the bulwark itself. Recommend planning for 5 gallons of flow coat.

5) Work Item 20, Coast Guard Technical Publication (TP) 3368, Page 2-03 shows the 3 Primary

Components that make up the Talon Grid. The bottom component with the gussets is what needs to be replaced. Bottom component is the Talon Grid Foundation (DWG 186-002 Rev A), which is structurally welded 100% to the flight deck and gussets.

Question: Is the interpretation above correct, is the intent to replace the Talon Grid Foundation?

Question: Are the Gussets to be included?

Question: Since the Cutter in not available for a ship check and interferences vary from Cutter to

Cutter, what are the below Interferences?

Question: The review indicates the Talon Grid Foundation is split over the Galley and Mess

Deck, is that correct?

The cutter needs the talon grid retaining ring replaced. This ring is approximately 2” wide and

1.5” thick, and is welded to the inside of the talon grid foundation. It is supported by approximately 16 gussets which connect from the side of the talon grid foundation and angle up to the bottom of the retaining ring. The retaining ring is 100% welded to the inside of the talon grid recess, but is not welded to the flight deck. The gussets do not all need to be replaced, but one would anticipate five (5) of the gussets being corroded and will need to be replaced.

A second option would be to replace the entire talon grid assembly, which would involve cutting out and replacing the entire recessed area where the talon grid sits. The new talon grid assembly is available through SFLC. If the entire assembly is replaced, it would be cropped out and then structurally welded back into the flight deck. It is the customer’s belief this is not necessary. If this option is desired, notification to the KO is needed prior to award.

Interferences – The talon grid is in the middle of the galley. Interferences are lighting, electrical wires, piping, insulation, and sheet metal over the insulation.

6) Work Item 26. Paragraph 3.2

Question: Paragraph 3.2 identifies (4) Piping Systems, is the Intent to provide a Bid to renew 5

Linear feet of pipe for each system?

Question: For bidding purposes, how many fittings (Please Provide Type ie: 90s/45s/Couplings.

Also how many Bulkhead Penetrations and which spaces are being penetrated ie: Berthing?

Tank? Passageway? Machinery Space?

Answer: There is a bad sewage pipe, it is in I/C Gyro and passes into a stateroom head. The main interferences are insulation, head with poured deck, and other piping. Here is the breakdown for this section:

- 1 1/2" 90/10 copper nickel piping

-1 ea. 90 degree long radius elbow

-1 ea. long turn single sweep tee with cleanout

-2 ea. (depending how far back the crop out is) standard 45 degree elbows Estimated 5' of 1 1/2"

90/10 copper nickel pipe needed.

Additional sections of pipe that require additional interferences or excessive amounts of fittings, a

CFR can be submitted.

7) Work Item 11, Sewage Piping Clean and Flush, Paragraph 3.5.1 and 3.3

Statement of Work states in Paragraph 3.5.1, “Replace system tank valve(s) and pump(s) with temporary spool piece(s).”

Question: For bidding purposes, how many temporary spools?

Statement of Work states in Paragraph 3.3, “The Contractor shall renew the 3” gate valve 150# flange (four bolt) bronze, rising stem grey water vent valve.”

Question: What type of Valve Trim Package? ie: Bronze with Monel Trim? Please confirm.

Answer:

Breakdown of the pumps in the sewage system:

4 total spool pieces

Qty 2 – 4” 8 bolt flanged fittings

Qty 2 – 2” 4 bolt flanged fittings

2 vacuum and 2 sewage pumps total.

Breakdown of the main valves in the sewage system:

Approx 10 total spool pieces

-Main valves coming from tank to vacuum pumps are a 4" 8 bolt 150 PIMA

-Main valves coming from tank to sewage pumps are a 2" 4 bolt flanged 150 WSP valve.

-Vacuum valves from berthing spaces to header system are all 2" 4 bolt flanged ball valves.

The vent valve on the forward turbid tank (the one that needs to be replaced) is a 3" 4 bolt Bronze

Gate discharge valve with CuNi trim package.

8) Work Item 17, Galley Steam Kettle Cofferdam

The Steam Kettle actually has a catch basin or drip tray below it which is welded to the deck which is identified in the specification “AKA Cofferdam”. With the extension of the Cofferdam, this will also require the base or bottom of the Cofferdam to be extended out in order to match the containment wall.

Question: What is the base material of the containment / cofferdam?

The galley deck is brown quarry tile over steel. The steel deck is 3/8” that supports a stainless steel inserted cofferdam. The cofferdam is welded at all seams to the deck below.