SF 30 Amendment No. 0003.doc

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1. CONTRACT ID CODE

PAGE
OF PAGES

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1
4

2. AMENDMENT/MODIFICATION NO.

3. EFFECTIVE DATE

09/16/09

4. REQUISITION/PURCHASE REQ. NO.
5. PROJECT NO. (If applicable)

2109409B309802004

6. ISSUED BY
CODE
045/54
7. ADMINISTERED BY (If other than Item 6)
CODE

U.S.C.G. Engineering Logistic Center

Auxiliary Systems Contracting, M/S 99

2401 Hawkins Point Rd., B-31, 2nd Floor

Baltimore, MD 21226-5000

8. NAME AND ADRESS OF CONTRACTOR (no., street, county, State and ZIP Code)

9.A AMENDMENT OF SOLICITATION NO.

(TO BE COMPLETED BY CONTRACTOR)
X
HSCG40-09-R-50039

9B. DATE (SEE ITEM 11)

8/14/09

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

CODE
FACILITY CODE

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

FORMCHECKBOX

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers FORMCHECKBOX is extended, FORMCHECKBOX 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 2 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the Offer submitted: or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEGEMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

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

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

(
A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT/.ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation 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 FORMCHECKBOX is not, FORMCHECKBOX 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.)

See attached pages.

Refer inquiries to Patricia Dobbins at (410) 762-6462.

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)

NSN 7540-01-152-8070

30-105

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

Prescribed by GSA, FAR (48 CFR) 53.243

Solicitation No. HSCG40-09-R-50039

Amendment No. 0003

14A. The following questions were received. The questions and the government’s response to those questions are hereby incorporated into the solicitation and any resulting contract.

QUESTION AND ANSWERS.

QUESTION 1: Specification Para 3.1.4 Hot Work

Are there any guide lines for work schedule (hours per day) start/stop times?

ANSWER 1: Work hours 7:30 AM to 5:00 PM Monday through Friday. Contractor may coordinate any work outside of these times with the Engineering Officer. Any work performed outside of the specified hours will not be grounds for reimbursement by the government.

QUESTION 2: Specification Para. 1.15 Access Plan

Does the plan need to be approved prior to starting performance?

ANSWER 2: Access Plan shall be submitted at the Arrival Conference for review and acceptance.

QUESTION 3: Specification Para. 3.1.19 Tank Work

If tanks need to be pumped does this mean the contractor needs to supply a temporary potable tank?

ANSWER 3: No, the ship will have potable water shore.

QUESTION 4: Specification Para 3.7.6 Thru 3.7.11 what is GFE equipment (if any) in these paragraphs?

ANSWER 4: Government Furnished Property is defined in Specification para .13 as “TYPE I, II, III Reefer Condensing Units, TYPE I, II, III Coolers, TYPE I Modular Walk In Refrigerated Boxes. Contractor shall provide all other necessary material s and equipment necessary to perform the install.

QUESTION 5: Specification Para 3.7.13

3.7.13 Gauges Thermometers, test connections

Are any of these GFM MATERIALS?

ANSWER 5: No, these materials are considered installation material and contractor should include these items in their proposal.

Solicitation No. HSCG40-09-R-50039

Amendment No. 0003

QUESTION 6: Specification Para 3.10.1 Surface preparation

The areas that get thickness measurements (should be completed) prior to coating D.) could not get access to inspect shelving during ship check

ANSWER 6: The thickness readings shall be completed prior to recoating the tank top.

QUESTION 7: Specification Para 3.10.2.1 Lead based paint

Calls for test 7 days prior to the performance (how can this be accomplished without removing the box)

For remediation if lead paint is discovered: please provide a square footage figure for worst case scenario; or may this be treated as growth work?

ANSWER 7: A small section of the sheathing and insulation can be removed for testing. A specific location for each sample has not been identified and wil be responsibility of the lead remediation contractor. However, the samples shall not be closely adjacent to any other sample location. The estimated area of remediation is approximately 3500 ft2, but it will be the lead remediation contractor’s responsibility to determine the full area.

QUESTION 8: Specification Para 3.13.2 Crane service

Can we bring in our own crane truck? Or are we required to use the CIS contracted cranes that are used by the government at each of the locations (Alameda and Seattle)?

ANSWER 8: The contractor is responsible for providing their own crane and rigging services for installations at homeports; however, installations at the Coast Guard Yard will be handled by the Coast Guard Yard personnel. Contractor will be required to provide a credit in contract line item 0007, 0019, 1007 and 1022 for these services perform at the Coast Guard Yard.

QUESTION 9: Specification Para 3.13.3 Temp. Boxes

Does the contractor need to supply the power source (or will it come from the ship)

ANSWER 9: The government will provide electrical power for temporary boxes. The contractor will need to provide notification of the required power at the time when they are provided a task order.

Solicitation No. HSCG40-09-R-50039

Amendment No. 0003

QUESTION 10: 3.13.12 Testing

When can we expect to receive the test plan for the 378 “W” Cutter

ANSWER 10: Test Plan will be furnished within two (2) weeks after contract award.

QUESTION 11: Do you have a consolidated list that lists all GFE or GFM? It would be nice to have a list of all parts and equipment that is supplied by the government that includes manufacturer and model #. This info is needed especially for the PLC. The spec requires for us to write the software, install software and firmware, and supply the ship with cables for the PLC. Without manufacturer or model # of the PLC it is hard to know exactly how to quote this portion of the spec.

ANSWER 11: The list of GFE/GFM was provided in the specification. The manufacturer for the PLC is Automation Direct for 210’ 270’ and 378’ Coast Guard vessels.

QUESTION 12: Also, in regards to the relief overboard piping: can we tie into the existing overboard piping or do we have to run new piping with through hull penetrations? Our ship check of the Cutter in Alameda showed that the existing piping was used as a tie in.

ANSWER 12: The relief overboard piping can be incorporated into the existing overboard piping provided that it is correctly sized to handle the required discharge rate, which will be contractor’s responsibility to determine. If the piping is not correctly signed the contractor shall be required to replace the overboard piping in accordance with 3.7.16 of the specification.

!4B. Physically remove existing specification and replace with the attached REV B dated 9/16/09.

Date and Time for receipt of proposals remains September 22, 2009 at 2:00 p.m.

All other terms and conditions remain unchanged.

REVISION No. B . CHANGE No. .

ATTACHMENT 1

378 WHEC, 270 WMEC & 210 WMEC

REFRIGERATION PLANT INSTALLATION PROJECT

ORGINATED BY CWO4 George Lausen DATE 9/16/09 ORIGINATOR’S COMMAND Engineering Logistics Center (ELC) .

DEPARTMENT / DIVISION Platform Division (011) .

INTERNAL REVIEWER . DATE .

SOWRB APPROVAL . DATE .

378 WHEC, 270 WMEC & 210 WMEC

REFRIGERATION PLANT INSTALLATION PROJECT

1.0 SCOPE

1.1. The 378 WHEC, 270 WMEC and 210 WMEC Cutters have obsolete refrigeration plants and the walk-in refrigeration storerooms are deteriorated to a condition that replacement is needed to meet Legacy asset life cycles for the next 15-20 years.

1.2. Classification

1.2.1. Types

a. (TYPE I) - TYPE I refrigeration plants shall be installed on the 378 WHEC Cutters, which consist of the following classes: the 378 FRAM-W, and 378 FRAM-E. See Appendix 1 for basic deck layout for 378 FRAM-W Cutters and basic deck layout for 378 FRAM-E Cutters.

b. (TYPE II) - TYPE II refrigeration plants shall be installed on the 270 WMEC Cutters, which consist of the following classes: the 270 “A” Class, and 270 “B” Class. See Appendix 1 for basic deck layout for 270 “A” and “B” Class Cutters.

c. (TYPE III) - TYPE III refrigeration plants shall be installed on the 210 WMEC Cutters, which consist of the following classes: the 210 “A” Class, and 210 “B” Class. See Appendix for basic deck layout for 210 “A” and “B” Class Cutters.

Government Furnished Equipment (GFE): TYPE I Condensing Unit (Carrier Seahorse - Mdl# 90YR28NSF3ND6M9Z, TYPE II Condensing Unit (Carrier Seahorse – Mdl# 90YR16NSD3ND6K9Z) and TYPE III Condensing Unit, (Carrier Seahorse – Mdl# 90YR20NSD3ND6K9Z) TYPE I Unit Coolers (Keeprite Mdl# KLP206VE-S4A and KLP209ME-S4A, TYPE II Unit Coolers (Keeprite Mdl# KLP103VE-S4A and KLP104VE-S4A, TYPE III Unit Coolers (KLP103VE-S4A and (2each) KLP104VE-S4A), TYPE I PLC ( including Automation Direct CPU (pt# D2-250-1) – 1 each; Automation Direct Touch Panel Battery (pt# D2-BAT-1) – 1 each; Automation Direct DirectSoft v5 (pt# PC-R50-1) – 1 each; Automation Direct 16pt 110vac Input (pt# D2-16NA) – 2 each; Automation Direct 4-channel RTD (pt# F2-04RTD) – 1 each; Automation Direct 12pt 18-110vac Output (pt# D2-12TA) – 2 each; Automation Direct 8pt Relay Output (pt# F2-08TRS) – 1 each; Automation Direct 9 Slot Base (pt# D2-09B-1) – 1 each; Automation Direct 3 in Micro-graphic Non-Touch Panel (pt# EA1-S3ML-N) – 1 each; Automation Direct 8 Button Keypad Bezel (pt# EA-MG-BZ1) – 1 each, Automation Direct Micro-graphic cable (pt# DV1000CBL) – 1 each; Automation Direct DL205 I/O Filler Module (pt# D2-FILL) – 2 each) and TYPE I Defrost Controls including (IDEC Contactor for Fan Pt# YS1N-9F10A120 (2 each) , IDEC Contactor for Heater Pt# YS1N-9F10A120 (2 each), 1NO/1NC Aux. Contact Block Pt# YS1A-TAS211F (2 each), Square D 2 Pole Circuit Breaker -460V, 15A Pt# MG24524 (4 each), Square D 2 Pole Circuit Breaker - 110V, 15A Pt# NRC210L-15A-AA, Square D Transformer - 300VA – PLC Pt# 9070TF300D1, BUSSMANN Primary Fuse, Pt# LP-CC-2 (2ea), BUSSMANN Secondary Fuse, Pt# LP-CC-4 (1ea) IDEC ON/OFF Illuminated Pushbutton, Pt# AOLW29920D-W-120V (1ea), IDEC UNIT1/PULLDOWN/UNIT2 3 Position SW, Pt# ASW3L20 (1ea) IDEC INITIATE DEFROST FREEZE (3 PS SW. Momentary Keyed) ASW33K20 (1ea),IDEC) INITIATE DEFROST CHILL (2 PS. SW. Momentary Keyed, Pt# ASW21K01-1161, (1ea), IDEC Defrost Light (GREEN), Pt# APW199D-G-120V (2 ea), IDEC Defrost Light (AMBER) Pt#APW199D-A-120V (2 ea), IDEC Heater Failure (RED) Pt#APW199D-A-120V (2ea), IDEC Latching Defrost Inhibit Maint. Pushbutton w/ Light (Blue), Pt# AOLW29920D-S-120V (2 ea) IDEC Reset Failure Lights Pushbutton – Momentary, Pt# ABW120-B (2 ea), IDEC Chill/Freeze Box 2 Position Switch – Maintained, Pt# ASW2L20 (1ea), ALLEN BRADLEY Defrost Heater Temperature Switches, Pt# SEO-L104-T17-27 (8 ea), SQUARD D Relay for Heater Failure Chill Box Contacts, Pt# CA2SK11G7 (1ea), ALLEN BRADLEY Non-Fused Disconnect, Pt# 194R-NN060P3 (1ea), TYPE I Slimline Modular Walk-In Refrigerated Boxes. Contractor shall provide all other necessary materials and equipment necessary to perform the install.

1.3. Government Furnished Information (GFI): See Appendix 1 for United States Coast Guard (USCG) Drawing List.

2.0 APPLICABLE DOCUMENTS

2.1. Document Availability – To obtain the referenced documents see section 5.2

2.2. Government Documents – The following specification and standards form a part of this specification to the extent specified herein. Unless otherwise specified, the documents listed here by number and date shall be those in the current Department of Defense Index of Specifications and Standards (DODISS) and supplements therein.

2.2.1. Federal Specifications

a. QQ-B-654, Dated 1980, Brazing Alloys, Silver.

2.2.2. Military Specifications:

a. 1995 Edition of the General Specification for Ships of the United States Navy (Gen Specs), Section 305, Electrical and Electronic Designating and Marking

b. MIL-DTL-24643: General Specification for Low Smoke Electric Cables and Cords

2.2.3. Military Standards

a. MIL-STD-1399, Section 300A, Dated 1992, Interface Standard for Shipboard Systems Section 300A Electric Power, Alternating Current (Metric).

b. MIL-STD-777, Dated 2002, Schedule of Piping, Valves, Fittings and Associated Piping Components for Naval Surface Ships.

c. DOD-STD-2003, Electric Plant Installation Standard Methods for Surface Ships and Submarines.

2.3. Other Government Documents – The following documents form a part of this specification to the extent specified herein. The documents shall be the version listed by number and date from the referenced industry organization.

2.3.1. Handbooks

a. Naval Ships’ Technical Manual (NSTM), Chapter 635, Dated 7/98, Thermal, Fire and Acoustic Insulation.

b. NAVSEA Technical Publication, 0900-LP-001-7000 with Change 1, Dated 1/81 Fabrication and Inspection of Brazed Piping System.

2.3.2. United States Coast Guard (USCG) Instructions

a. COMDTINST M4500.5A, Dated 1998, Property Management Manual.

b. COMDTINST M9085.1B, Dated 2004, Naval Engineering Computer Aided Design Standards.

c. COMDTINST 9077.1C, Dated 1995, Equipment Tag Out Procedure.

d. COMDTINST M10360.3B, Dated 2001, Coatings and Color Manual.

e. Coast Guard YARD Safety Instruction

2.3.3. USCG Engineering Logistics Center (ELC) Specifications

a. D-083-0351, REV -, Dated 1/00, Data for Provisioning.

b. D-000-0100, REV E, Dated 7/96, Bar Coding for USCG ELC Material.

c. P-638-0499, REV -, Specification for Renewal of the 210’ WMEC Refrigeration Boxes.

2.3.4. Coast Guard Maintenance and Logistics Command Atlantic (MLCA) Standard Specifications

a. 0000_STD, Dated 2004, General Requirements

b. 0740_STD, Dated 2004, Welding and Allied Processes

2.4. Commercial Documents – The Following documents form a part of this specification to the extent specified here. The documents shall be the version listed by number and date from the referenced industry organization. Commercial documents may be listed in the Department of Defense Index of specifications and Standards (DODISS)

2.4.1. American Society of Heating, Refrigeration and Air-Conditioning Engineers (ASHRAE)

a. ASHRAE 15-2004, Dated 2004, Safety Standard for Refrigeration Systems.

b. ASHRAE 26-1996, Dated 1996, Mechanical Refrigeration and Air-Conditioning Installations Aboard Ship.

2.4.2. American National Standards Institute (ANSI)

a. ANSI B16.24, Dated 2001, Cast Copper Alloy Pipe Flanges and Flanged Fittings: Class 150, 300, 400, 600, 900, 1500, and 2500

2.4.3. American Society of Mechanical Engineers (ASME)

a. ASME Code Section V2I, Dated 1998, Boiler and Pressure Vessel Code Section V2I Rules for Construction of Pressure Vessels Division 1.

2.4.4. American Society for Testing and Materials (ASTM)

a. ASTM B88-03, Dated 2003, Standard Specification for Seamless Copper Water Tube.

b. ASTM B280-03, Dated 2003, Standard Specification for Seamless Copper Tube for Air Conditioning and Refrigeration Field Service.

c. ASTM C1029-02, Dated 2002, Standard Specification for Spray-Applied Rigid Cellular Polyurethane Thermal Insulation.

d. ASTM C534-03, Dated 2003, Standard Specification for Preformed Flexible Elastomeric Cellular Thermal Insulation in Sheet and Tubular Form.

e. ASTM E797-95, Reapproved 2001, Standard Practice for Measuring Thickness by Manual Ultrasonic Pulse-Echo Contact Method.

2.4.5. Code of Federal Regulations (CFR)

a. 46 CFR, Subchapter J, 2004 Edition

b. 46 CFR 113.45, 2004 Edition

c. 46 CFR 56.60-25(b)(2), 2004 Edition

d. 46 CFR 56.01-56.97-40, 2008 Edition

2.4.6. American Bureau of Shipping Rules

2.4.6.1 Steel Vessel Rules, Part 4, Chapter 4 (2004)

2.4.7. Institute of Electrical and Electronic Engineers (IEEE)

a. IEEE-STD-45-2002, Recommended Practice for Electric Installations on Shipboard.

2.4.8. National Electrical Manufacturers Association (NEMA)

a. NEMA 250-2003, Enclosures for Electrical Equipment (1000 Volts Maximum)

b. NEMA ICS Series, Industrial Control and Systems.

c. NEMA MG 1-2003, Motors and Generators.

2.4.9. Underwriters Laboratories (UL)

a. UL 486A, Dated August 2006, Wire Connectors.

2.5. Specification Order of Precedence – In the event of a conflict between the text of this specification and the references cited herein, this specification shall take precedence.

3.0 REQUIREMENTS

3.1. General – The Contractor shall provide all labor and materials to fabricate, deliver, install equipment and test all contractor and government provided parts, materials and supplies for the new refrigeration system and walk-in boxes. The Contractor shall not request or be authorized to share any tools or equipment owned or rented by the government. The Contractor shall be responsible to remove and dispose of all existing refrigeration equipment including but not limited to the condensing units, walk-in refrigeration boxes (where required), unit coolers, electrical controllers, cabling, and piping and associated tubing in accordance with all applicable federal, state and local laws and ordnances and the Coast Guard Property Management Manual, COMDTINST M4500.5(series). The contractor will be required to install the government provided refrigeration equipment, unit coolers, PLC and Defrost Controls (TYPE I only). The contractor shall provide the PLC and Defrost Controls (TYPE II and TYPE III) and the serial cable necessary to upload and download the firmware and software for the PLC.

3.1.1 The contractor shall comply with all sections contained in 2.3.

3.1.2 Arrival Conference – The morning of the start of the performance period, ELC will conduct an arrival conference; generally in the wardroom of the Cutter that the installation will take place. Work shall not proceed prior to the arrival conference without the authority of the Contracting Officer (KO) or Contract Specialist (KS). The personnel required to be in attendance will be the KO or KS, Contracting Officers Technical Representative (COTR), Contractor’s Project Manager, representatives from every subcontractor, Cutter Engineer Officer (EO) or Ship Superintendent, Cutter Port Engineer, and Cutter Primary and Alternate Inspectors. The arrival conference may be completed via telephone conference call if all attendees are unavailable to travel to the Cutter’s location

3.1.3 Ship’s Force/ CG Yard Assistance – Contractor shall be aware that the Cutter/Yard work force may be completing maintenance and repair work in the area during the performance period of this contract. As best as possible the maintenance and repair work will be done on a “not to interfere” basis. During certain times of that work, disruptions may occur. In any case during these disruptions, the contractor should call the Contracting Officer’s Technical Representative (COTR) or Contract Specialist (KS) to notify them of the disruption. At which point, the government’s representative shall attempt to mitigate the disruption to the shortest period possible. Every attempt will be made to notify the contractor of planned disruptions due to ship/CG Yard evolutions that cannot be avoided

3.1.4 Hot work – Before starting hot work the Contractor shall open, ventilate, and clean all spaces and components necessary to accomplish this installation to certify them as "SAFE FOR PERSONNEL" and/or "SAFE FOR HOT WORK." The Contractor shall maintain the affected spaces in a certifiable condition for the duration of the project. The contractor shall provide all personnel necessary for fire watches and these shall be established in accordance with section 3.8.1.3 of Coast Guard Maintenance and Logistics Command Atlantic (MLCA) Standard Specification 0000_STD. The contractor shall provide, at their expense, all marine chemist and competent persons services necessary to certify and maintain certification of any space that hot work is required during the performance period. The contractor shall provide current and valid licenses/certificates of all personnel designated as the marine chemist and competent persons. The contractor shall provide ventilation during all hot work operations, sufficient to prevent smoke from entering any other areas of the vessel.

3.1.5 Kick-Pipes – Where kick pipes are necessary for installation, the Contractor shall install new kick pipes for cabling that is required. The kick pipes shall be welded in to the deck as defined in 2.3.4.2 and shall be made watertight after the insertion of the cabling. The means to make the kick pipes watertight shall be made using suitable potting compound or manufacturer provided packing.

3.1.6 Vibration Isolation – The contractor shall install a non-metallic hose with 316L stainless steel end fittings in accordance with SAE- J1975 and 2.4.5.3.

3.1.7 Progress Charting – The contractor shall provide the COTR and KS a Gantt chart that has been created on Microsoft Project 2003© for each installation with defined milestones no less than 2 weeks prior to the start of the performance period. The chart shall be formatted in a manner that has a print area that is legible on 8½” x 14” paper. In the event a particular milestone cannot be met in the defined time, a plan must be provided as soon as the delay is recognized along with an updated Gantt chart.

3.1.8 Housekeeping - The Contractor shall maintain good housekeeping conditions, clean up the job site, and dispose of scrap and waste in accordance with sections 3.13 through 3.14 of Coast Guard Maintenance and Logistics Command Atlantic (MLCA) Standard Specification 0000_STD. The Contractor shall provide a sufficient number of dumpsters at his expense, to handle the disposal of wastes generated during the installation.

3.1.9 Work Hours - Except for items specifically authorized by COTR and Engineer Officer/SHIPSUP, Contractor work shall normally be accomplished between the hours of 7:30 a.m. to 7:30 p.m. Monday through Friday, except Federal Holidays. If the Contractor desires to accomplish work outside of normal working hours, request shall be made to the COTR and Engineer Officer/SHIPSUP, at least 24 hours in advance. Approval will be the sole discretion of the Contracting Officer or the COTR.

3.1.10 Sanitary Facilities/Lavatories – The Contractor shall, at his expense, provide temporary toilets for all contractor and subcontractor employees. The use of shipboard facilities is not permitted.

3.1.11 Parking – Parking for Cutter crews and contractors is generally very limited. Parking onboard any facility that an installation is being completed will be arranged through the security office for the particular location.

3.1.12 Security – The Contractor shall provide an access list of all contractor and subcontractor employees on a single list; that are expected to work on each installation. The information contained on the list will be defined at a later date due to the varying requirements of each installation location.

3.1.13 Equipment Storage – The Contractor shall arrange all equipment stored at a designated location and at the work site.

3.1.14 Tag-Out - The Contractor shall secure and tag out all equipment affected by this work item, both electrically and mechanically, in accordance with COMDTINST 9077.1C and the vessel’s tag out procedure.

3.1.15 Preparation - Inspect all effected equipment and systems, including those subject to interference/removal, to document original condition. Submit a Condition Found Report to the COTR for each affected space and area noting any discrepancies in equipment and system operation. Any repairs needed as a result of inspection may be cause for a contract change and a proposal shall be submitted in accordance with the quick chit procedures or condition found report procedures.

3.1.16 Access Plan and Protective Deck Coverings - Develop a routing and access plan. Considerations shall include disruption of services and safety. Shipping access routes are the responsibility of the Contractor, but shall be coordinated with the Cutter Engineering Officer prior to accomplishment. The Contractor shall provide suitable protective deck covering material in accordance with section 3.12 of Coast Guard Maintenance and Logistics Command Atlantic (MLCA) Standard Specification 0000_STD over all Cutter interior passageways, work areas, and living spaces used to access the work sites on the Cutter. The access plan must be submitted for acceptance, no later than the start of the arrival conference.

3.1.17 Interferences - The Contractor shall, in accordance with section 3.10 of Coast Guard Maintenance and Logistics Command Atlantic (MLCA) Standard Specification 0000_STD, handle all interferences.

3.1.18 Disposal of Hazardous, Other Regulated Materials and Non-Hazardous Materials and Wastes: The Contractor is solely responsible for all costs, handling, storage and disposal of all hazardous, other regulated materials and non-hazardous materials in accordance with all applicable local, state and federal laws and regulations. The Contractor shall provided, at their expense sufficient dumpsters capable of storing such waste products while preventing the intermingling of the waste streams. The Contractor shall dispose of all waste streams at his own expense. Whether on site or off site, contractor shall be responsible for all handling, storage and disposition of hazardous waste, and other regulated materials and non-hazardous materials and waste according to all federal, state and local regulatory requirements generated on site.

3.1.19 Safety Equipment/Safety Postings – The contractor is responsible for the compliance with all applicable OSHA standards/regulations, including providing safety equipment necessary for its personnel. This includes but is not limited to hard hats, safety glasses, hearing protection and safety shoes. The contractor is responsible to identify and post all Department of Labor posters in a prominent area in all work areas occupied by contractor and subcontractor employees.

3.1.20 Tank Work – The Contractor shall be responsible for all work associated with hot work performed on a tank boundary and/or inside of a tank. This includes but is not limited to the following: draining, cleaning, gas free certification, painting, testing, inspection and returning the tank to original condition. Painting of tanks shall be in accordance with COMDTINST M10360.3B, appendix B. It should be noted, the cutters will have shore water available for domestic use.

3.1.21 Space Restoration – The contractor shall restore any disturbed areas in accordance with 2.3.4.a

3.1.22 Condition Found Reports (CFR) and Quick Chits (QC) - Often during the progress of work the contractor discovers conditions, which are considered abnormal for reasons of safety, expected reliability, health or habitability and growth work. These conditions must be brought to the attention of the Coast Guard using a CFR/QC. Details provided by the contractor in a CFR/QC are important because the CFR may result in a contract change. Contractor submits CFR with statement of condition/project found; recommended corrective action and indicates whether the estimate cost will exceed $2,500.00.

3.1.21.1 – Quick Chit (QC) Procedures:

a. For conditions estimated under $2500.00 a Quick Chit shall be submitted.

b. QC is submitted to the COTR and KS for review and approval.

c. Contractor does not need to sign, as a modification will be issued reflecting all QC at the end of the project.

d. Modifications will require contractor’s signature.

NOTE: The Quick Chit procedures can only be used if the cost does not exceed $2,500.00; does not extend the delivery date as required by the contract (even by one day) and no overtime is required. Only the Contracting Officer can authorize work beyond the $2,500.00 threshold; a delivery date extension and/or overtime.

3.1.21.2 – Condition Found Reports (CFR) Procedures:

a. For conditions estimated over $2500.00 a CFR shall be submitted.

b. CFR is submitted to the COTR and KS for review and approval.

c. Modifications will require contractor’s signature.

d. Contracting Officer’s Technical Representative (COTR) or his/her designated person will review the “Condition Found Report” (CFR) and advise when a decision is made. A copy of ALL Condition Found Reports shall be forwarded to the Cutter Engineer Officer for information purposes only and to retain in the Cutter’s machinery files.

e. To speed the contract change progress, the contractor should include in its CFR the following information and details as a minimum:

1. A sequential number

2. The contract item with the CFR related to

3. A clear statement, definition, and description of the condition found, including but not limited to labor and materials as appropriate.

4. A proposed or recommended corrective action for the defective condition

5. Indicated whether the report requires Coast Guard action, or if it is provided “for information” only. If action is required, indicate the response time required by the Coast Guard and whether or not a contract extension is needed if the additional work were authorized.

6. A space on the form for the Coast Guard representative to make comments.

7. All CFR’s shall be dated, submitted and signed by the Contractor’s Project Manager.

3.2. Ship Checks – The contractor shall complete, at their expense, ship checks of completed and non completed Cutters. The purpose of completing ship checks on completed cutters is to allow the contractor to create install sketches. This will ensure that all installations are completed identically.

3.3. Progress Meetings – The government will host weekly progress meetings onboard or at a designated location. The time and day for progress meetings will be mutually agreed upon at the arrival conference.

3.4. Personnel – All personnel shall be qualified as stated below:

3.4.1 – Project Manager – The designated project manager for any installation shall have documented experience of at least five (5) years in marine repair including refrigeration, pipefitting, steel fabrication, welding and electrical work. The contractor shall provide evidence of these qualifications prior to the acceptance of any project manager. Project manager shall not be changed without the prior authorization of the contracting officer.

3.4.2 – Refrigeration Technicians – Any refrigeration technician or helper employed to install, test, service or repair the installed systems shall be OEM trained. The contractor shall provide current certificates of the training for all technicians working with the Carrier systems. Additionally, any refrigeration technician or helper working on the refrigeration system shall be certified and shall present a copy of the EPA issue certificate and card.

3.4.3 – Other Trades – Any other technician, welder, and pipe fitter shall be qualified by the industry they are employed for. Copies of any certificates, license or diploma shall be provided prior to the start of any work.

3.5. Materials – All materials used in the fabrication and installation of the refrigeration systems shall be designed for use on ships in the marine environment as specified in the 2.4.5 a - d and elsewhere in this specification. The materials of construction for piping, fittings and valves shall be in accordance with MIL-STD-777. The Coast Guard permits the use of commercial valves and fittings as long as they are designed for use on ships in the marine environment.

3.6. Welding & Allied Processes – The contractor shall conform to all parts contained in 2.3.4 b.

3.7. Refrigeration Plants (TYPE I, TYPE II, and TYPE III) - The materials used for the installation of the refrigeration plants shall be manufactured from marine grade materials, suitable for marine shipboard service. The plants shall be built in accordance with ASHRAE Standard 26-1996. If this document is in conflict with ASHRAE Standard 26-1996 this document shall take precedence. One purpose of this specification shall be providing commonality across different classes of Cutters. The Contractor shall supply the same components to the maximum extent possible on the different “TYPE” refrigeration plants. All stop valves / isolation valves / shutoff valves shall be refrigeration type ball valves with brazed end connections. All refrigerant piping shall have brazed joints except as noted herein. The refrigerant shall be HFC-134a; no substitution shall be accepted.

3.7.1. General Electrical Requirements (TYPE I, TYPE I and TYPE III) – As a minimum, the refrigeration plants shall meet the following:

a. Single point electrical power connection with terminal block. This shall include power for the control circuit.

b. Control points shall be accessed through the terminal block. Separate terminal blocks are to be provided for different functions and voltage levels (i.e. power, control, 440 volts, 120 volts). Wire and cable connections for power and control within controllers and junction boxes shall be connected to devices or terminal blocks by means of compression/crimp type loop terminal lugs. Manual twist on connectors (wire nuts) is prohibited. These connections shall be in accordance with UL 486A. Terminal blocks for external connections shall be located where they are easily accessible for cable routing and connection.

c. The Contractor electrical components shall operate on electrical power, which on board USCG Cutters is derived from a 450 VAC, 3 phase, ungrounded system.

d. All electrical and electronic equipment shall be capable of operating on Type-1 power in accordance with MIL-STD-1399, Section 300a.

e. The contractor shall replace all internal components of the multi-cable transits (MCT) in all watertight bulkheads. The contractor shall ensure that upon completion of repair of the MCT’s they will maintain watertight integrity. The steel sleeve shall be restored and painted in accordance with 2.3.2.a

3.7.2. Electrical Controls (TYPE I, TYPE II and TYPE III) - Electrical controls shall be in accordance with the requirements contained in IEEE-STD-45 and 46CFR Subchapter J. All control power shall be 120 VAC, single phase. Any controller for a motor rated at 20 HP or greater shall have reduced voltage start. The electrical controls shall utilize a Contractor Furnished Programmable Logic Controller (PLC) for Type II and III (GFE for TYPE I only) and Defrost Control Panel (GFE for TYPE I only) for the purpose of operating the refrigeration system in all modes of operation and sequences of operation. The contractor shall write the software in accordance with the sequence of operations as provided by the government. Upon completion the successful testing of the software, the contractor shall provide a hard copy of the Logic Diagram and an electronic copy on CD of the software for the TYPE II and TYPE III. Upon completion of each installation, the contractor shall provide all necessary software to download codes to programmable devices to each Cutter crew. In addition all software shall utilize Logic Diagram as programming tools as much as possible. The Contractor shall deliver to the Cutter, the serial cable necessary for the uploading and downloading software and firmware. At the delivery of the CD and cable, the contractor shall obtain a signature from the Engineer Officer or his/her designated representative. The Contractor shall forward a legible copy of the signed receipt to the Contract Specialist.

3.7.3. Enclosures/ Bulkhead Penetrations (TYPE I, TYPE II and TYPE III) - Electrical enclosures for wiring, controls and components shall be NEMA 250 Type 12 with a drip shield as a minimum. All cable penetrations shall be via steel or nylon stuffing tubes. Romex connectors are prohibited. Multi cable entrance via a single connector is prohibited. To the maximum extent possible all entries will be from the enclosure bottom.

3.7.4. Wiring (TYPE I, TYPE II and TYPE III) – The Contractor shall provide all wiring and cabling necessary to complete the installation. Wiring shall meet 2.2.2. and be in accordance with the requirements contained in IEEE-STD-45, 46CFR Subchapter J and NEMA ICS Series. Wiring harnesses shall be clamped so as to minimize chaffing and shall be positioned so as not to interfere with operation, maintenance and servicing of the compressor unit. Cable installation shall be in accordance with DOD-STD-2003.

3.7.5. Junction boxes (TYPE I, TYPE II and TYPE III) - Junction boxes shall be NEMA 250 type 4X. Junction boxes with pre-punched perforated holes shall be prohibited. Junction boxes shall be provided with terminal blocks for wiring connections. Wire and cable connections for power and control within controllers and junction boxes shall be connected to devices or terminal blocks by means of compression/crimp loop type terminal lugs. These connections shall be in accordance with UL 486A.

3.7.6. Thermal Expansion Valve (TYPE I, TYPE II and TYPE III) – Each unit cooler refrigerant circuit shall have a thermal expansion valve installed. The power head shall be replaceable and adjustable. Valve shall have brazed type connections. The thermal expansion valve shall be installed within the unit cooler casing and be accessible for servicing.

3.7.7. Control Liquid Line Solenoid Valve (TYPE I, TYPE II and TYPE III) – Each unit cooler shall have a control liquid solenoid valve with brazed type connections installed upstream of the Thermal Expansion Valve. The solenoid valve shall be normally closed and have an interchangeable coil, 115 VAC, 1 phase, 60 hertz. Temperature within a refrigerated space is controlled by a thermostat that actuates the control solenoid valve in the refrigerant line to start and stop the flow of refrigerant as required. Solenoid valves shall be provided with manual operators for opening the valves in case of electrical coil failure.

3.7.8. Combination Sight Flow – Moisture Indicators (TYPE I, TYPE II and TYPE III) – Each refrigerant circuit shall have a combination sight flow - moisture indicator installed. The contractor shall use Sporlan Model SA14S.

3.7.9. Suction Pressure Regulating Valves (Evaporator Pressure Regulating Valve) (TYPE I, TYPE II and TYPE III) – Suction pressure regulating valves shall be provided, where it is necessary to maintain a minimum evaporating pressure or a relatively higher temperature than is required for other coils on the same circuit. The contractor shall use Henry Valve Model G-15.

3.7.10. Dehydrators (TYPE I, TYPE II and TYPE III) – Each refrigerant circuit shall have a serviceable replaceable core type dehydrator installed with isolation valves. Each with a minimum capacity equivalent to the compressor rating. Dehydrators shall be equipped with auxiliary screens or other protective means at the outlet to prevent passage of desiccant. Installation shall also include a valve for draining, purging and charging of dehydrators. Dehydrators shall be installed upstream of main liquid line solenoid valves. Dehydrators shall have brazed type connections. The contractor shall install Sporlan Model C-R424.

3.7.11. Strainers (TYPE I, TYPE II and TYPE III) – Strainers shall be provided in refrigerant circuits where necessary to protect components, such as controls, from dirt and other contaminants. Strainers shall be of the angle type arranged to permit replacement of strainer baskets without the necessity to cut refrigeration lines or undoing of brazed connections. Strainers shall be designed to retain dirt on the inside of the screen basket. Screens shall be 100 mesh for liquid line applications and 50 mesh for suction line applications. Strainers shall protect all thermal expansion valves and their associated solenoid valves.

3.7.12. Refrigerant Leak Detector (TYPE I, TYPE II and TYPE III) – The contractor shall install the government furnished MSA Chillgard refrigerant leak detector in accordance with the manufacturer’s installation guide. The contractor shall utilize the OEM or an authorized manufacturer’s representative to test and calibrate the unit after installation. Upon completion of installation the representative shall train the Cutter crew on the operation, maintenance, troubleshooting and calibration of the leak detector. The contractor shall provide the Cutter with a new calibration kit.

3.7.13. Gauges, Thermometers and Test Connections (TYPE I, TYPE II and TYPE III)

a. Each condenser shall have a seawater inlet test connection and seawater outlet gauge and associated test connection installed. Test connections shall include shut off valves for each so that a Coast Guard supplied gauge can be connected to the unit while the unit is operating. These are considered installation materials and contractors should include these in their proposal

b. All gauges shall have the following characteristics:

1. Gauge movements shall be bonze or stainless steel. Bourdon tube and socket material shall be phosphor bronze/brass or stainless steel except for seawater service, which shall be K Monel.

2. Gauges shall be accurate to +/- 0.5 per cent.

3. Scale readings shall be chosen so that the normal operating range is in the middle one-third of full-scale reading. Scales shall cover an arc of not less than 270 degrees on the dial.

4. Figure intervals shall be on the order of five percent to ten percent of the full-scale reading. Smallest scale graduations shall be on the order of one percent to three percent of the full-scale reading.

5. Dial sizes shall range from 3 -inch to 5-inch diameter, inclusive.

6. Dials shall be metal with painted white background permanently marked with black graduations, figures and letters.

7. Lenses shall be of shatterproof glass or clear acrylic plastic.

8. Gauge cases shall be painted steel or stainless steel and provide a weatherproof and dustproof enclosure for movements.

9. Units of measurement for pressure gauges shall be pounds per square inch gauge (psig) and/or inches HG.

10. Connections on gauges shall be of the threaded or flanged type. Tapered threads shall not be used.

11. All gauges shall be fitted with snubbers or pulsation dampeners to reduce needle fluctuations.

12. Gauges shall be provided with a jam nut, union or other connection arrangement to facilitate installation of the gauges so that their removal and reinstallation does not cause misalignment in their orientation on gauge boards.

c. Each condenser shall have a seawater inlet and seawater outlet thermometer installed.

1. Thermometers shall be bi-metal type with angularly adjustable frame.

2. Thermometers shall be accurate to +/- 1.0 per cent.

3. Scale readings shall be chosen so that the normal operating range is in the middle one-third of full-scale reading. Scales shall cover an arc of not less than 270 degrees on the dial.

4. Dial sizes shall range from 3 -inch to 5-inch diameter, inclusive.

5. Dials shall be metal with painted white background permanently marked with black graduations, figures and letters.

6. Lenses shall be of shatterproof glass or clear acrylic plastic.

7. Brass “dry type” thermowells shall be provided.

8. Units of measurement for thermometers shall be degrees Fahrenheit.

9. Connections on thermometers shall be of the threaded. Tapered threads shall not be used.

3.7.14. Relief Valve (TYPE I, TYPE II and TYPE III) – Each refrigerant circuit shall have a relief valve installed. The valve shall relieve the high-pressure side to the atmosphere. Setup shall be emergency refrigerant discharge thru the high-pressure rupture disc, then the relief valve and then thru the low-pressure rupture disc.

3.7.15. High Pressure Rupture Disc (TYPE I, TYPE II and TYPE III) – Each refrigerant circuit shall have a rupture disc installed, for emergency discharge of the refrigerant charge. This rupture disc shall be installed upstream of the relief valve. The rupture disc shall be a non-fragmenting type. The rupture disc assembly shall come complete with a gauge to determine if the disc has ruptured. The rupture disc shall be set to rupture at the same pressure as the relief valve.

3.7.16. Low Pressure Rupture Disc (TYPE I, TYPE II and TYPE III) – Each refrigerant circuit shall be collected into a single manifold in such a manner that in the event of a refrigerant discharge a back pressure will not be created. The outlet of the relief manifold shall have a 15 PSI rupture disc installed. The purpose of this rupture disc is to protect the relief valve from seawater resting on the relief valve seat. The discharge side of the rupture disc shall be vented to the atmosphere via the weather deck. The relief overboard piping can be incorporated in the existing overboard piping provided it is correctly sized to hand the required discharge rate, which will be the contractor’s responsibility to determine. The contractor shall submit a CFR with the calculations showing the pipe can necessary flow from all sources of refrigerant. If the piping is not correctly sized, the contactor shall be required to replace the overboard piping in accordance with 2.2.3.b of the specification. Any installation that reutilizes the existing auxiliary seawater overboard will not be accepted.

3.7.17. Sea Water Regulating Valve (TYPE I, TYPE II and TYPE III) – Each condenser shall have a two-way seawater-regulating valve supplied, to provide correct seawater flow thru the condenser with seawater temperature range of 28 degrees F to 90 degrees F. Valve construction shall be bronze body and monel trim. A capillary tube shall be provided. Valve shall be rated for seawater service. The Contractor shall include cutout valves on both sides of the regulating valve and a by pass with a cutout valve installed. The Contractor shall provide and install Metrix Valve Model DA-868P-50-SEM.

3.8. Miscellaneous (TYPE I, TYPE II and TYPE III) - Original Equipment Manufacturers’ (OEM) label plates and other identification supplied on the equipment shall not be removed, erased or otherwise destroyed from the equipment.

3.9. Unit Coolers (TYPE I, TYPE II and TYPE III) – The fan motors and all unit cooler controls shall meet the general electrical requirements specified in 3.7.1 thru 3.7.5. Fan motors shall be suitable for minus 20 degrees F air temperature, high efficiency type suitable for 440 volt, 60 Hz, 3 phase or 1 phase power. Cooling coils shall include automatic electric defrost, suitable for 440 volt, 60 Hz, 3 phase or single phase power. The PLC shall automatically control the defrost cycles for all unit coolers. The controls for the electric defrost shall be designed for 120 VAC, single-phase power. The defrosting cycle shall be run time initiated and temperature terminated with a time termination backup to prevent heaters from overheating. Each coil shall have its own separate defrost timer. The defrost cycle shall be initiated automatically or manually. In the automatic mode, defrost is initiated by the timer which clocks the run time of the refrigerant solenoid, or cooling cycle and initiates defrost. In the manual mode, defrost is initiated by a pushbutton switch. When defrost is initiated, the fan shall automatically shut down and restart when the coil reaches its operating temperature upon the conclusion of the defrost cycle. A high temperature safety switch shall be provided which will terminate the defrost cycle, energize the solenoid valve and prevent the cooling coil fan(s) from starting until the coil has returned to its operating temperature. All electrical controls, and indicating lights for each coil shall be contained in a single control box located outside the refrigerated space. The controls, relays and indicator lights shall be designed for 120 VAC, single-phase power. Lights shall be provided indicating defrost (green), defrost trouble (amber), heater failure (red), defrost inhibited (blue) and power on (white). The design of the heating elements and controls shall be such that they can be easily removed and replaced. In addition to indication lights, normally open (N.O.) isolated contacts rated at least 2 Amp AC shall be provided for following conditions: defrost, defrost failure, defrost inhibited and power on. In addition to the refrigerant connections, all electrical and drain connections shall be arranged for easy removal of the cooling coil for maintenance or replacement.

3.9.1. (TYPE I and TYPE II) – The Contractor shall install suitable drain piping from the pan to a commercial available condensate pump outside each refrigerated space to conduct the condensate from each drain pan.

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