N55236-15-Q-0107-AMENDMENT_0001.pdf

SOUTHWEST REGIONAL MAINTENANCE CENTER

CODE 410 3755 BRINSER STREET, STE 1

SAN DIEGO CA 92136-5205

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: BROWS

SEE CONTINUATION PAGES

1. CONTRACT ID CODE PAGE OF PAGES

1 9

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

16C. DATE SIGNED

BY 09-May-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-Q-0107

X 9B. DATED (SEE ITEM 11)

04-May-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

09-May-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 N55236

FACILITY CODECODE

roderick.rioveros@navy.milEMAIL:(619) 556-2309TEL:

CODE 410B - RODERICK RIOVEROS / CONTRACTING OFFICER

N55236-15-Q-0107

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION C - DESCRIPTIONS AND SPECIFICATIONS

The following have been modified:

SCOPE OF WORK

REVISION 1- 07 MAY 2015

COMMAND/EQUIPMENT: CNRSW Port Operations SSP: SSSD 0048-15 6 EA Brows SURVEYOR: Rod Taliman

1. SCOPE:

1.1 TITLE: Repair and Preserve 6 EA Brows; accomplish

1.2 LOCATION:

1.2.1 Naval Base Coronado, California (NBC / North Island)

1.3 IDENTIFICATION:

1.3.1 Quantity (One EA), 30 foot Brow: Steel; Serial Number: DCHN (NBC / Brow Yard)

1.3.1.1 Quantity (One Set), Lifting Bridles for DCHN

1.3.2 Quantity (One EA), 35 foot Brow: Steel; Serial Number: DC4U (NBC / Brow Yard)

1.3.3 Quantity (One EA), 45 foot Brow: Aluminum; Serial Number: A2W6 Painted w/ nonskid (NBC / Brow Yard)

1.3.4 Quantity (One EA), 50 foot Brow: Aluminum; Serial Number: DCHT (NBC / Brow Yard)

1.3.5 Quantity (One EA), 70 foot Brow: Aluminum; W/ Steel painted Bridle; Serial Number:

A2WC (NBC / Brow Yard)

1.3.5.1 Quantity (One Set), Lifting Bridles for A2WC, Material: Steel

1.3.6 Quantity (One EA), 70 foot Brow: Aluminum; W/ Steel painted Bridle; Serial Number:

DC9S (NBC / Brow Yard)

1.3.6.1 Quantity (One Set), Lifting Bridles for DC9S, Material: Steel

2. REFERENCE:

2.1 FY15 NAVSEA Standard Items

2.2 S9086-VG-STM-010/CH-634R3, NSTM Chapter 634, Deck Coverings

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 Criteria

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

3. REQUIREMENTS:

3.1 Record existing periphery lines, exact locations, colors and dimensions of paint coatings and non-skid deck covering on each brow and lifting bridle located in 1.2.1 and identified in 1.3.1 through 1.3.6.1.

3.1.1 Accomplish the requirements of 009-32 of 2.1, including Table 2, Lines one, 2, 3, or 4, Columns A, B, C, E, and F for the steel exterior surfaces not receiving non-skid deck covering on each brow and lifting bridle identified in 1.3.1, 1.3.2, 1.3.5.1, and 1.3.6.1.

3.1.1.1 Accomplish the requirements of 009-32 of 2.1, including Table 2, Lines 12, 13, 14, 15, or 16, Columns A, B, C, and E for the steel exterior surfaces receiving non-skid deck covering on each brow identified in 1.3.1 and 1.3.2.

3.1.2 Accomplish the requirements of 009-32 of 2.1, including Table 2, Lines 26, 27, or 28, Columns

A for the surface preparation for the aluminum exterior surfaces not receiving non-skid deck covering on each brow identified in 1.3.3 through 1.3.6.

3.1.2.1 Accomplish the requirements of 009-32 of 2.1, including Table 2, Line 29, Columns

A, B, and E for the aluminum exterior surfaces receiving non-skid deck covering on brows identified in 1.3.3 through 1.3.6.

3.1.2.2 Final color of non-skid shall be dark gray.

3.1.2.3 Non-skid shall be applied from side to side and from end to end with the exemption of a one inch border around deck edges, steps.

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

3.2 Accomplish a preliminary visual inspection after the first coat of primer of each brow and lifting bridles identified in 1.3.1 through 1.3.6.1, including structural members for structural integrity, deterioration, pitting, cracks, and areas of damage or distortion to include wheel casters.

3.2.1 Submit two legible copies, one in hard and one in electronic format, of a report listing the results of 3.3 through 3.4.1, to the SUPERVISOR within 24 hours of completion of inspection.

3.2.1.1 Report shall include structural cracked, bent, twisted, deteriorated parts and surfaces.

3.2.1.2 Report shall not include specific repairs listed in paragraphs 3.4 through 3.9

3.3 Install a permanent identification on each brow identified in 1.3.1 through 1.3.6, by welding its serial number on the brow, 6 inches high and 4 inches wide. Plate installation will be acceptable.

3.3.1 Location of each brow identification shall be visible, and with the discretion of the Port

Engineer.

3.4 Accomplish the following specific repairs to brow identified in 1.3.1 (DCHN):

3.4.1 Remove existing and install new, 4 each hinge assembly located 2 each on both sides.

3.4.2 Remove existing and install new, 2 each roller assembly to include zerk fittings.

3.4.3 Remove existing and install new, warped bottom step on rocker step.

3.4.4 Re-weld a total of 20 LF of broken angle iron brackets located on both sides of the rocker assembly.

3.5 Accomplish the following specific repairs to brow identified in 1.3.2 (DC4U):

3.5.1 Remove existing and install new, 4 each hinge assembly located 2 each on both sides.

3.5.2 Remove existing and install new, 2 each roller assembly to include zerk fittings.

3.5.3 Template from existing, fabricate and install new in its entirety, each brow tie-down assemblies.

3.5.4 Re-weld a total of 60 inches from 12 each broken/cracked welds on stanchions and handrails.

3.5.5 Straighten one each brow handrail located on rocker step to its original configurations.

3.6 Accomplish the following specific repairs to brow identified in 1.3.3 (A2W6):

3.6.1 Remove existing and install new, roller assembly.

3.6.2 Re-weld a total of 15 inches on one each brow handrails.

3.6.3 Template from existing, fabricate and install new, a total of 6 LF of broken hand rail.

3.7 Accomplish the following specific repairs to brow identified in 1.3.4 (DCHT):

3.7.1 Repair a total 50 inches 4 sides of peeling/flash edges located two on each end.

3.7.2 Remove existing and install new, 2 each roller assembly to include zerk fittings.

3.7.3 Fabricate and install new 2 each deck edge 6” X 6” angle irons (1/2” Thick X 60 inches

Length).

3.7.3.1 Angle irons shall be butted up against each other on shipboard end which shall double the thickness of the existing drop down rise.

3.7.3.2 Install angle irons with the direction of the SUPERVISOR/Port Engineer.

3.8 Accomplish the following specific repairs to brow identified in 1.3.5 (A2WC):

3.8.1 Remove existing and install new, 2 each roller assembly to include zerk fittings.

3.8.2 Re-weld a total of 12 inches in 3 locations of brow corner angle irons.

3.8.3 Procure and install new, one each missing rivet.

3.8.4 Fabricate and install new 2 each deck edge 6” X 6” angle irons (1/2” Thick X 60 inches

Length).

3.8.4.1 Angle irons shall be butted up against each other on shipboard end which shall

3.8.4.2 Install angle irons with the direction of the SUPERVISOR/Port Engineer.

3.9 Accomplish the following specific repairs to brow identified in 1.3.6 (DC9S):

3.9.1 Remove existing and install new, 2 each roller assembly to include zerk fittings.

3.9.2 Remove existing chain on brow step in its entirety and weld brackets/gussets for added structural strength.

3.9.3 Re-weld a total of 18 inches of cracked welds in 5 locations, one each on handrail support and

4 each on one end of brow.

3.9.4 Fabricate and install new 2 each deck edge 6” X 6” angle irons (1/2” Thick X 60 inches

Length).

3.9.4.1 Angle irons shall be butted up against each other on shipboard end which shall

3.9.4.2 Install angle irons with the direction of the SUPERVISOR/Port Engineer.

3.10 Fabrication, welding, inspection, testing, and acceptance of structural repairs shall be in accordance with 2.3 through 2.5.

3.11 Accomplish the requirements of 009-12 of 2.1, including Table 2, Column A and C, Lines One through 7.

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

3.12 Accomplish a final visual inspection with the Port Engineer/SUPERVISOR 5 days prior the completion of the availability to verify each repair and preservation were accomplished in accordance with the SOW.

3.12.1 Submit legible copies, one in hard and one in electronic format, of a report listing the results of

3.12 to the SUPERVISOR within 24 hours of completion of inspection.

3.13 Contractor shall be responsible for the crane, transportation, and rigging of each brow from NBC (North Island) to contractor’s facility and back to NBC.

3.14 There shall be no disassembly of units authorized on any Naval Base installations.

3.15 Delivery schedule shall be a minimum of 3 refurbished brows initially, with brows made available upon completion and return of each set of brows to their original site location as available due to operational commitments.

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

3.16.1 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.

3.16.2 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.

3.17 Bidding contractors shall submit proposals with line items pricing of materials and man hours per paragraph of the SOW.

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

3.19 Accomplish the requirements of 009-32 of 2.1 for each new and disturbed surfaces.

4. NOTES:

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

5. GOVERNMENT FURNISHED MATERIAL (GFM):

5.1 None.

ITEM NO: 077-01-001

SSP: SSSD 0011-15

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), 30 foot Brow: Steel; Serial Number: DCHN (NBC / Brow Yard)

1.3.1.1 Quantity (One Set), Lifting Bridles for DCHN

1.3.2 Quantity (One EA), 35 foot Brow: Steel; Serial Number: DC4U (NBC / Brow Yard)

1.3.3 Quantity (One EA), 45 foot Brow: Aluminum; Serial Number: A2W6 Painted w/ nonskid (NBC / Brow Yard)

1.3.4 Quantity (One EA), 50 foot Brow: Aluminum; Serial Number: DCHT (NBC / Brow Yard)

1.3.5 Quantity (One EA), 70 foot Brow: Aluminum; W/ Steel painted Bridle; Serial Number:

A2WC (NBC / Brow Yard)

1.3.5.1 Quantity (One Set), Lifting Bridles for A2WC, Material: Steel

1.3.6 Quantity (One EA), 70 foot Brow: Aluminum; W/ Steel painted Bridle; Serial Number:

DC9S (NBC / Brow Yard)

1.3.6.1 Quantity (One Set), Lifting Bridles for DC9S, Material: Steel

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 _____________ 40 Gallons

3.5.2 Spent Abrasive Blast media & Non-skid________________________ ___ 260 Tons

3.5.3 Paints (enamel, latex, epoxy, thinners, oil based)____________ _____ __ 140 LBS.

3.5.4 Engine Coolant _______________________ ____________ 0 Gallons

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

3.5.6 Residual contaminated bilge/pontoon 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 ___________________________________________________25 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)