AMENDMENT_NO._0002.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

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

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

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

FAR (48 CFR) 53.243

REF: Paint Floats

The purpose of this amendment is to respond to an industry question.

Question 1: Clarify that the square feet noted in paragraph 3.4.5 represent the total cumulative square feet of paragraphs 3.5.5, 3.6.1, 3.7.1 and 3.7.3 and not a completely different set of requested repairs?

Response 1: Per review of the Statement of Work (SOW), the Government is deleting the requirements of paragraph 3.4.5 in its entirety.

See Continuation page of revised SOW dated 13 JUL 2015. The offeror is to propose a price in accordance w ith the revised SOW less paragraph 3.4.5.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 11

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

16C. DATE SIGNED

BY 13-Jul-2015

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

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

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X N55236-15-R-0033

X 9B. DATED (SEE ITEM 11)

15-Jun-2015

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

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

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

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

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

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

10A. MOD. OF CONTRACT/ORDER NO.

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

6. ISSUED BY

3. EFFECTIVE DATE

13-Jul-2015

CODE

SOUTHWEST REGIONAL MAINTENANCE CENTER

CODE 410 3755 BRINSER STREET, STE 1

SAN DIEGO CA 92136

N55236 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

N55236-15-R-0033

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION C - DESCRIPTIONS AND SPECIFICATIONS

The following have been modified:

STATEMENT OF WORK

SHIP/EQUIPMENT: CNRSW Port Operations SSP: SSSD 0053-15 3 EA Paint Floats (Dry berth Availability) SURVEYOR: Rod Taliman

Rev-1 dated 13 JUL 2015

1. SCOPE:

1.1 TITLE: 3 Each Paint Floats Repairs and Preservation: accomplish

1.2 LOCATION:

1.2.1 Palette Creek Channel, Naval Base San Diego, California

1.3 IDENTIFICATION:

1.3.1 Quantity (One EA), Three Tier Paint Float, Material Construction: Steel, Serial Number: PX 2

1.3.2 Quantity (One EA), Three Tier Paint Float, Material Construction: Steel, Serial Number:

PX 7

1.3.3 Quantity (One EA), Three Tier Paint Float, Material Construction: Steel, Serial Number: NS

1.3.4 Quantity (6 EA), Pontoon Horizontal Upper Wooden Fender, Dimensions: 12” X 12” X 28’

(L), Material: Douglas Fir (2 EA/paint float)

1.3.5 Quantity (6 EA), Pontoon Horizontal Lower Wooden Fender, Dimensions: 12” X 12” X 28’ (L), Material: Douglas Fir (2 EA/paint float)

1.3.6 Quantity (6 EA), Pontoon Horizontal Lower Fender, Dimensions: 10” X 10” X 28’ (L), Material: Rubber (2 EA/paint float)

1.3.7 Quantity (18 EA), Pontoon Vertical Fender, Dimensions: 12” X 12” X 2’-8”, Material:

Douglas Fir (6 EA/paint float)

1.3.8 Quantity (18 EA), Pontoon Vertical Fender, Dimensions: 10 ” X 10” X 2’-8” (L), Material:

Rubber (6 EA/paint float)

2. REFERENCE:

2.1 FY15 NAVSEA Standard Items

2.2 S9AA-AB-GOS-010/GSO, General Specifications For Overhaul Of Surface Ships

2.3 S9086-CH-STM-010, STM Chapter 074 R4 Volume 1, Welding and Allied Processes

2.4 T9074-AS-GIB-010, NSTM Chapter 271, Requirements For Nondestructive Testing Methods

2.5 MIL-STD-2035A, Nondestructive Testing Acceptance CriteriaMIL-STD-2035A, Nondestructive

Testing Acceptance Criteria

2.6 Attachment “A”, Management and Disposal of all Hazardous Waste

3. REQUIREMENTS:

3.1 Contractor shall be responsible for the dry-berthing, tug boat, barge, crane, transportation, and rigging of paint floats listed in 1.3.1 through 1.3.3, from the location in 1.2.1 to contractor’s facility and back to 1.2.1 after the completion of the availability.

3.1.1 Contractor shall acquire necessary permit for water front access or oversize load road permits for the transport of each paint float.

3.1.2 There shall be no disassembly of units authorized on Naval Base installation.

3.2 Remove and disconnect superstructures from pontoons on each paint float identified in 1.3.1 through 1.3.3.

3.3 Grind or cut series of joining welds around each pontoon corner edges and separate them for access to accomplish repairs and preservation.

3.4 Accomplish structural repairs on each paint float identified in 1.3.1 through 1.3.3. Fabrication, welding, inspection, testing, and acceptance of structural repairs shall be in accordance with 2.2 through 2.5.

Repair each cracked, bent, twisted, deteriorated weld, parts and surfaces prior preservation of the paint floats.

3.4.1 Template from existing, remove and install new in its entirety, each pontoon horizontal upper wooden fenders listed in 1.3.4.

3.4.1.1 Template from existing size and install new in its entirety, each fender fastener (bolts, nuts, and washers).

3.4.1.2 Fasteners material shall be galvanized steel.

3.4.2 Remove existing wooden horizontal lower fenders listed in 1.3.5 and install new in its entirety, each rubber fender listed in 1.3.6.

3.4.2.1 Template from existing size, procure and install new in its entirety, each fender fastener (bolts, nuts, and washers).

3.4.2.2 Fasteners material shall be galvanized steel.

3.4.2.3 Remove existing unused brackets in its entirety.

3.4.3 Remove existing wooden vertical fenders listed in 1.3.7 and install new in its entirety, each rubber fender listed in 1.3.8.

3.4.3.1 Template from existing size, procure and install new in its entirety, each fender fastener (bolts, nuts, and washers).

3.4.3.2 Fasteners material shall be galvanized steel.

3.4.3.3 Remove existing unused brackets in its entirety.

3.4.4 Remove existing and install new in its entirety, a total of 54 each (18 EA/Paint Float) GFM ZHC-23 zinc anodes listed in 5.1.

3.4.4.1 Template from existing size, procure and install new in its entirety, each fastener

(bolts/studs, nuts, and washers).

3.4.4.2 Fasteners material shall be galvanized steel.

3.4.5 Remove existing and install new, an accumulative combined total of 320 square feet of paint float deck gratings.

3.4.5.1 Deck gratings shall be welded in a series of 8”-12” along its length.

3.4.6 Accomplish installation of 3/8” steel doubler plates, an accumulative combined total of 200 square feet as designated by the SUPERVISOR.

3.4.7 Accomplish clad welding, an accumulative combined total of 60 linear feet as designated by the SUPERVISOR.

3.4.8 V-out and re-weld an accumulative combined total of 20 linear feet of deteriorated weld as designated by the SUPERVISOR.

3.4.9 Remove existing and install new, an accumulative combined total of 20 linear feet of 6” X 6” X ¼” angle iron located on each pontoon corners as designated by the SUPERVISOR.

3.4.10 Weld on designated equipment serial numbers listed in 1.3.1 through 1.3.3, on the top flat surface, on opposite center line position of the 6” angle iron framing, in 6” X 4” letterings.

3.5 Accomplish the following specific repairs to paint float identified in 1.3.1 (PX7) only:

3.5.1 Remove existing and install new, 3.5 LF of 2” X 2” square tubing on bottom section of scaffolding were it connects to the pontoon.

3.5.2 Straighten 3 each bent cleats to its original configurations.

3.5.3 Template from existing, fabricate and install new one each cleat.

3.5.4 Repair/straighten bent fender bracket on the third level, tiered side.

3.5.4.1 Remove existing and install new, 1.5” X 3” X 3 LF of support angle.

3.5.4.2 Procure and install new, one LF X 6” rubber fender that is missing on third level fender flat side.

3.5.5 Remove existing and install new, 60 square feet of deck grading located on the third level.

3.6 Accomplish specific repairs to paint float identified in 1.3.2 (PX 2) only:

3.6.1 Remove existing and install new, 200 square feet of deck grading located on the bottom level and third level.

3.6.2 Remove existing and install new, 1.5” X 3” X 1.5” X 7 LF of support angle located on the first level.

3.6.2.1 Remove existing and install new, 3” X 3” X 7 LF top channel.

3.6.3 Template from existing, fabricate and install new, one each cleat.

3.6.4 Straighten one each cleat to its original configuration located in the bottom level flat side.

3.6.5 Repair/straighten two bent fender brackets located on the tiered side first and third level.

3.6.5.1 Remove existing and install new, 1.5” X 3” X 3 LF of support angle.

3.6.5.2 Procure and install new, 3 each one LF X 6” rubber fenders that are damaged or missing located on the first level (one EA) and on the third level (2 EA).

3.6.6 Repair and re-weld 20 LF of handrail that had broken welds.

3.6.6.1 Remove existing and install new, 30 LF of 2” X 2” X ¼” square tubing hand rail that is broken or missing on the third level.

3.6.7 Remove existing and install new, bent top section of ladder on both sides, 1/4” X 1 ½” X 6’ length of metal.

3.7 Accomplish specific repairs to paint float identified in 1.3.3.

3.7.1 Remove existing and install new, 40 square feet of deck grading located on the bottom level.

3.7.2 Repair/straighten one each cleat to its original configuration.

3.7.3 Remove existing and install new, 18 square foot of loose grading on the bottom level.

3.7.4 Repair/straighten one bent fender bracket located on the tiered side first level.

3.7.4.1 Remove existing and install new, 3 LF of 1.5” X 3” support angle.

3.8 Record existing periphery lines, exact locations, painted stenciling, colors and dimensions of paint coatings on each exterior surface of each paint float identified in 1.3.1 through 1.3.3.

3.8.1 Inspect all surfaces, seams and exposed areas and identify areas of steel plating for cracks, pitting, corrosion and galvanic corrosion pits that are between forty and fifty percent deteriorated in depth.

3.8.2 Accomplish the requirements of 009-32 of 2.1, including Table 2, Line One, 2, 3, or 4, Columns A, B, C, E, and G for the exterior steel surfaces of the paint floats above the waterline. Accomplish paint touch up for each new and disturbed surfaces.

3.8.2.1 Final color of each superstructure shall be haze gray.

3.8.2.2 Final color of each pontoon shall be terracotta red.

3.8.3 Accomplish the requirements of 009-32 of 2.1, including Table One, Line 3, Columns A, B, E, F, and G for the underwater steel surfaces. Accomplish paint touch up for each new and disturbed surfaces.

3.8.3.1 Final color shall be terracotta red.

CHECK POINT: (I) (G) “BLOCKING ARRANGEMENT”

3.8.3.2 Reposition paint float pontoons supporting blocks to permit 100 percent preservation.

3.9 Accomplish the requirements of 009-12 of 2.1, in accordance with Table 4, Columns A and C, Lines

One through 7.

3.9.1 Accomplish the requirements of 009-12 of 2.1, in accordance with Table 4, Columns A and C, Lines One through 7, and 9 for underwater hull plating repairs.

CHECK POINT: (I) (G) “PRELIMINARY AIR TEST”

3.10 Accomplish the requirements of 009-25 of 2.1 for the preliminary air test of each paint float pontoons in its entirety identified in 1.3.1 through 1.3.3. Test pressure shall be 2 PSIG, maintain test pressure for 15 minutes for temperature stabilization prior to start of test. Hold test pressure for 10 minutes. Allowable drop in pressure: None.

3.10.1 Fabricate and install/weld each air fitting and isolate, blank or plug each pontoon for the accomplishment of air testing, in accordance with 2.2.

CHECK POINT: (I) (G) “PRELIMINARY VISUAL INSPECTION”

3.11 Accomplish a preliminary visual inspection after the first coat of primer on each paint float identified in

1.3.1 through 1.3.3, including structural members for integrity, deterioration, pitting, cracks, and areas of damage or distortion, using 2.2 for guidance.

3.12 Submit two legible copies, one in hard and one in electronic format, of a report listing the results of 3.10 and 3.11, including needed repairs and materials recommendation to the SUPERVISOR within 24 hours of completion of air testing and inspection.

CHECK POINT: (I) (G) “FINAL AIR TEST”

3.13 Accomplish the requirements of 009-25 of 2.1 for the final air test of paint floats pontoons listed in 1.3.1 through 1.3.3. Test pressure shall be 2 PSIG, maintain test pressure for 15 minutes for temperature stabilization prior to start of test. Hold test pressure for 10 minutes. Allowable drop in pressure: None.

3.13.1 Final air test shall be accomplished only after all structural repairs on each pontoon were completed.

CHECK POINT: (I) (G) “FINAL VISUAL INSPECTION”

3.14 Accomplish a final visual inspection after the completion of repairs and preservations on each paint float identified in 1.3.1 through 1.3.3, to verify each repair and preservation were accomplished in accordance with the SOW.

3.15 Submit two legible copies, one in hard and one in electronic format, of a report listing the results of 3.14 and 3.15, including needed repairs and materials recommendation to the SUPERVISOR within 24 hours of completion of air testing and inspection.

3.16 Accomplish the requirements of Attachment-A listed in 2.6 for the management and disposal of all hazardous waste through completion of this availability.

3.17 Bidding contractors shall ship check these paint floats with the Port Operations personnel listed in paragraph 4.1 due to non-availability of reference technical manuals and drawings.

3.17.1 Bidding Contractors ship check with the government representative shall be accomplished in group. Government will arrange and notify contractors for the date of this ship check once the package was out for solicitation.

3.17.2 Contractors shall submit a Request for Specification Clarification to the assigned contract specialist from SWRMC Code 410 for any question about the SOW during the ship check.

3.18 Accomplish the requirements of 2.1, NAVSEA Standard Items CAT I shall be invoked.

3.19 Submit legible copies, one in hard and one in electronic format, of a report listing the results of actual hull plating/structural, and actual mechanical/electrical equipment/component repairs or replacement in its entirety to the SUPERVISOR within 24 hours. Report shall include drawing listing location, dimension, materials, and quantity of repairs accomplished.

3.20 Launch Paint Floats on the water and ballast to an even keel. Include recommendations to the SUPERVISOR before any ballast is added or removed to the pontoon sections. Repaint and preserve any disturbed areas that are required to add or remove ballast.

4. NOTES:

4.1 Ship Check POC: Brian Lehmkuhler (619) 556-6790 & Matt Lynch (619) 556-3136

5. GOVERNMENT FURNISHED MATERIAL (GFM):

5.1 Quantity (54 EA), ZHC-23 Zinc Anodes (Bolted)

ITEM NO: 077-01-001

SSP: SSSD 0052-14

DATE: 04/25/14

1. SCOPE:

1.1 Title: Hazardous Waste Produced on Naval Vessels; control

1.2 Location of Work:

1.2.1Throughout the Paint Floats

1.3 Identification:

1.3.1 Quantity (One EA), Three Tier Paint Float, Material Construction: Steel, Serial Number:

PX 2

1.3.2 Quantity (One EA), Three Tier Paint Float, Material Construction: Steel, Serial Number:

PX 7

1.3.3 Quantity (One EA), Three Tier Paint Float, Material Construction: Steel, Serial Number:

NS 33

1.3.4 Quantity (6 EA), Pontoon Horizontal Upper Wooden Fender, Dimensions: 12” X 12” X 28’ (L), Material: Douglas Fir (2 EA/paint float)

1.3.5 Quantity (6 EA), Pontoon Horizontal Lower Wooden Fender, Dimensions: 12” X 12” X

28’ (L), Material: Douglas Fir (2 EA/paint float)

1.3.6 Quantity (6 EA), Pontoon Horizontal Lower Fender, Dimensions: 10” X 10” X 28’ (L), Material: Rubber (2 EA/paint float)

1.3.7 Quantity (18 EA), Pontoon Vertical Fender, Dimensions: 12” X 12” X 2’-8”, Material:

Douglas Fir (6 EA/paint float)

1.3.8 Quantity (18 EA), Pontoon Vertical Fender, Dimensions: 10 ” X 10” X 2’-8” (L), Material: Rubber (6 EA/paint float)

2. REFERENCES:

2.1 Resource Conservation and Recovery Act (RCRA)

2.2 49 U.S.C. 5103, Federal Hazardous Materials Transportation Act

2.3 Applicable Hazardous Waste Manifest Form

2.4 10 U.S.C. 7311

3. REQUIREMENTS:

3.1 Manage and dispose of all hazardous waste listed in 3.5 in accordance with 2.1 through 2.2.

3.1.1 Consider marine paint/nonskid and abrasive blasting media to contain heavy metals (e.g., beryllium, cadmium, chromium, or lead), hexavalent chromium, crystalline silica and/or other toxic or hazardous substances.

3.1.1.1 Accomplish the requirements of NAVSEA Standard Items 009-03 (Toxic and

Hazardous Substances; control), 009-06 (Maintaining Protection and Cleanliness from Non-Radioactive Contaminate-Producing Operations; accomplish), and 009-32 IAW SOW (Cleaning and painting Requirement; accomplish).

3.1.2 When a Navy generator number is required by this Work Item, submit the original of copy of 2.3 to the SUPERVISOR for assignment of Environmental Protection Agency (EPA) or delegated state environmental agency identification number.

3.1.3 Manage and transport for Navy disposal, Navy-generated hazardous waste listed in 3.5 in accordance with 2.1 and 2.2, as designated by the SUPERVISOR.

3.1.4 Submit one legible copy, in hard copy or electronic media, of 2.3 signed by the owner or operator of the disposal facility to the SUPERVISOR within 48 hours of receipt from owner or operator of disposal facility.

3.2 Complete documentation required by 2.1 and 2.2, using EPA or delegated state environmental agency identification number in accordance with 2.4.

3.2.1 Documentation related to hazardous waste generated solely by the physical actions of Ship's

Force or Navy employees (termed Navy-Generated Hazardous Waste) on board the vessel shall only bear a generator identification number issued to the Navy pursuant to applicable law. The contractor shall obtain SUPERVISOR'S concurrence with the categorization of the waste as Navy-generated before completion of the manifest. The manifest prepared shall be presented to the SUPERVISOR for completion after the hazardous waste has been identified.

3.2.2 Documentation related to hazardous waste generated solely by the physical actions of contractor personnel (termed Contractor-Generated Hazardous Waste) shall bear a generator identification number issued to the contractor pursuant to applicable law. Regardless of the presence of other material in or on the shipboard systems or structure which may have qualified a waste stream as hazardous, where the contractor performs work on a system or structure using materials (whether or not the use of such materials was specified by the Navy) which by themselves would cause the waste from such work to be a hazardous waste, documentation related to such waste shall only bear a generator number issued to the contractor.

3.2.3 Documentation related to hazardous waste generated by the combined physical actions of Navy and contractor personnel (termed Co-Generated Hazardous Waste) shall bear a generator identification number issued to the contractor pursuant to applicable law and shall also cite in the remarks block a generator identification number issued to the Navy pursuant to applicable law. When the contractor merely drains a system and such drainage creates hazardous waste or the contractor performs work on system or structure using materials which by themselves would not cause the waste from such work to be hazardous waste but such work nonetheless creates a hazardous waste, documentation related to such waste shall bear a generator identification number issued to the contractor and shall also cite in the remarks block a generator identification number issued to the Navy. The contractor shall sign the generator certification on the Uniform Hazardous Waste Manifest whenever use of the manifest is required for disposal. The contractor shall obtain SUPERVISOR's concurrence with the categorization of the wastes as co-generated before completion of the manifest. Manifests prepared shall be presented to the SUPERVISOR for completion after the hazardous waste has been identified.

3.3 If the contractor, while performing work at a Government facility, cannot obtain a separate generator identification number from the state in which the availability will be performed, the contractor shall notify the SUPERVISOR within three business days of receipt of written notification by the state. After obtaining approval of the SUPERVISOR, the contractor shall use the Navy site generator identification number and insert in the remarks block the contractor generator identification number issued for the site where his main facilities are located.

3.4 If, for availabilities at a contractor-owned or controlled facility, the Navy cannot obtain a separate generator identification number for use at a contractor facility, the Navy shall notify the contractor within three business days of receipt of notification by the state. The contractor shall dispose of hazardous waste in accordance with 2.1, 2.2, and 3.2.2.

3.5 Hazardous waste, as identified in 2.1, expected to be produced during performance of this Job Order:

3.5.1 Cleaning Solvents _____________ 10 Gallons

3.5.2 Spent Abrasive Blast media & Non-skid________________________ ___ 100 Tons

3.5.3 Paints (enamel, latex, epoxy, thinners, oil based)____________ _____ __ 100 LBS.

3.5.4 Engine Coolant ___________________________________ 0 Gallons

3.5.5 Rags (contaminated with known source) ______________ 100 LBS.

3.5.6 Residual contaminated bilge water _________________ 0 Gallons

3.5.7 Miscellaneous Chemicals_________________________________________8 LBS

3.5.8 Diesel Fuel ____________________________________ __0 Gallons

3.5.9 Sludge (Contaminated with a known hazardous waste) ____________0 Gallons

3.5.10 Insulation ___________________________________________________0 SQFT

3.6 Submit one legible copy, in hard copy or electronic media, of a report identifying type, amount, and disposal cost of waste listed in 3.5 that was removed during the performance of this Job Order to the

SUPERVISOR.

3.6.1 The report shall include analysis or other method used to identify the waste and state whether each listed waste was hazardous (with generator assignment), non-hazardous, or did not exist.

3.6.1.1 Chemical analysis shall be accomplished by laboratories with state or EPA approved quality assurance programs.

3.6.2 The contractor shall make an effort to minimize hazardous waste generation by reducing the volume or toxicity by neutralizing, recycling, or otherwise removing it from the requirements of Subtitle C of 2.1 and include a description of such efforts in the report.

3.7 Nothing contained in this Work Item shall relieve the contractor from complying with applicable federal, state, and local laws, codes, ordinances, and regulations, including the obtaining of licenses and permits in connection with hazardous waste handling and disposal in the performance of this contract.

4. NOTES:

4.1 The waste listed in 3.5 is based on the best information available at the time of preparation of the solicitation. Hazardous waste generated during the actual performance of the work may vary in type or amount from waste listed in 3.5 which may result in renegotiation pursuant to Paragraph (b) of 2.4. The contractor is expected to use best management practice to identify and dispose of all hazardous waste.

Some of the substances listed in 3.5 may be neutralized, recycled, or otherwise removed from the requirements of Subtitle C of 2.1. Inclusion of these substances in the waste listed in 3.5 does not preclude the contractor from taking action consistent with 2.1 to reduce or eliminate the hazardous constituents of any waste required to be disposed of under the contract in accordance with 2.2.

Processes that add hazardous constituents to the bilges may require that bilge water be disposed of as a hazardous waste.

4.1.1 The types and amounts of wastes listed in 3.5 are estimates of waste to be disposed of under this contract as required by 2.4. They are not estimates of the amount of the work involved in generating that waste. The work requirements of each individual Work Item specify the actual work to be accomplished.

4.2 Hazardous wastes are determined by one or more of the following methods:

4.2.1 Chemical analysis which shows that the material characteristics of ignitability, corrosively, reactivity, and/or toxicity (Toxicity Characteristic Leachate Procedure - TCLP) exceed the limits for that material in 40 CFR 261.20 Subpart C.

4.2.2 Reference to a Material Safety Data Sheet (MSDS).

4.2.3 Applying knowledge of the hazardous characteristics of the waste in light of the materials or the process used.

4.3 Asbestos, bilge water, oil/water including sludge, debris and other contaminants, sludge which includes solids and sludge from ballast tanks, CHT tanks, voids, oily waste tanks, fuel ballast tanks, fuel oil tanks, skegs (West coast), PCB's (Maryland), etc., apply only in those states listing them as hazardous waste. When availability is to be performed in a state where these items are hazardous waste, an estimate of the amount to be generated shall be included in 3.5.

5. GOVERNMENT FURNISHED MATERIAL (GFM):

5.1 LLTM:

(End of Summary of Changes)