Solicitation_W912P8-17-R-0022.pdf

SEE ADDENDUM

(No Collect Calls)

W912P8-17-R-0022 24-Feb-2017

b. TELEPHONE NUMBER

504-862-2340

8. OFFER DUE DATE/LOCAL TIME

12:00 PM 17 Mar 2017

5. SOLICITATION NUMBER 6. SOLICITATION ISSUE DATE

AUTHORIZED FOR LOCAL REPRODUCTION

PREVIOUS EDITION IS NOT USABLE

STANDARD FORM 1449 (REV. 2/2012)

Prescribed by GSA – FAR (48 CFR) 53.212

(TYPE OR PRINT)

(SIGNATURE OF CONTRACTING OFFICER)

ADDENDA ARE

26. TOTAL AWARD AMOUNT (For Gov t. Use Only )

23.

CODE 10. THIS ACQUISITION IS

SUCH ADDRESS IN OFFER

17b. CHECK IF REMITTANCE IS DIFFERENT AND PUT

BELOW IS CHECKED

TELEPHONE NO.

W912P89. ISSUED BY

18b. SUBMIT INVOICES TO ADDRESS SHOWN IN BLOCK 18a. UNLESS BLOCK

7. FOR SOLICITATION

INFORMATION CALL:

a. NAME

LAUREN A GANDOLFI

2. CONTRACT NO. 3. AWARD/EFFECTIVE DATE 4. ORDER NUMBER

(TYPE OR PRINT)

30b. NAME AND TITLE OF SIGNER 30c. DATE SIGNED 31b. NAME OF CONTRACTING OFFICER

30a. SIGNATURE OF OFFEROR/CONTRACTOR 31a.UNITED STATES OF AMERICA

0 27a. SOLICITATION INCORPORATES BY REFERENCE FAR 52.212-1. 52.212-4. FAR 52.212-3. 52.212-5 ARE ATTACHED.

25. ACCOUNTING AND APPROPRIATION DATA

1. REQUISITION NUMBER

20.

ADDITIONAL SHEETS SUBJECT TO THE TERMS AND CONDITIONS SPECIFIED.

OFFEROR TO COMPLETE BLOCKS 12, 17, 23, 24, AND 30

SOLICITATION/CONTRACT/ORDER FOR COMMERCIAL ITEMS

W42HEM70305982

ARE NOT ATTACHED

27b. CONTRACT/PURCHASE ORDER INCORPORATES BY REFERENCE FAR 52.212-4. FAR 52.212-5 IS ATTACHED. ADDENDA ARE ARE NOT ATTACHED

(BLOCK 5), INCLUDING ANY ADDITIONS OR CHANGES WHICH ARE

SET FORTH HEREIN, IS ACCEPTED AS TO ITEMS:

. YOUR OFFER ON SOLICITATION

28. CONTRACTOR IS REQUIRED TO SIGN THIS DOCUMENT AND RETURN

% FOR:SET ASIDE:UNRESTRICTED OR X

SMALL BUSINESSX

WOMEN-OWNED SMALL

BUSINESS (WOSB)

17a.CONTRACTOR/ CODE FACILITY

OFFEROR CODE

USACE, CONTRACTING DIVISION

ATTN: CEMVN-CT, ROOM 172

7400 LEAKE AVE.

NEW ORLEANS LA 70118-3651

18a. PAYMENT WILL BE MADE BY CODE

RATED ORDER UNDER

DPAS (15 CFR 700)

13a. THIS CONTRACT IS A

13b. RATING

CODE15. DELIVER TO CODE W912P8 16. ADMINISTERED BY

12. DISCOUNT TERMS11. DELIVERY FOR FOB DESTINA-

TION UNLESS BLOCK IS

MARKED

SEE SCHEDULE

14. METHOD OF SOLICITATION

RFQ IFB RFPX

OD-PHY SPT BR/MARINE MGT SEC

MR. FREDERICK ESPY, II

CORPS OF ENGINEERS P. O. BOX 60267

7400 LEAKE AVENUE

NEW ORLEANS LA 70160-0267

TEL: 504-862-2050 FAX:

FAX:

TEL: SERVICE-DISABLED

VETERAN-OWNED

SMALL BUSINESS

8(A)

HUBZONE SMALL

BUSINESS

ECONOMICALLY DISADVANTAGED

WOMEN-OWNED SMALL BUSINESS

(EDWOSB)

SIZE STANDARD:

NAICS:

336611

X

OFFER DATED

29. AWARD OF CONTRACT: REF.

DELIVER ALL ITEMS SET FORTH OR OTHERWISE IDENTIFIED ABOVE AND ON ANY

COPIES TO ISSUING OFFICE. CONTRACTOR AGREES TO FURNISH AND

EMAIL:

TEL:

31c. DATE SIGNED

SEE SCHEDULE

SCHEDULE OF SUPPLIES/ SERVICESITEM NO. QUANTITY UNIT UNIT PRICE AMOUNT

24.22.21.19.

32g. E-MAIL OF AUTHORIZED GOVERNMENT REPRESENTATIVE

SOLICITATION/CONTRACT/ORDER FOR COMMERCIAL ITEMS

(CONTINUED)

PAGE 2 OF94

ACCEPTED, AND CONFORMS TO THE CONTRACT, EXCEPT AS NOTED: ______________________________________________________

32a. QUANTITY IN COLUMN 21 HAS BEEN

RECEIVED INSPECTED

32b. SIGNATURE OF AUTHORIZED GOVERNMENT

REPRESENTATIVE

32c. DATE 32d. PRINTED NAME AND TITLE OF AUTHORIZED GOVERNMENT

REPRESENTATIVE

32e. MAILING ADDRESS OF AUTHORIZED GOVERNMENT REPRESENTATIVE 32f . TELEPHONE NUMBER OF AUTHORIZED GOVERNMENT REPRESENTATIVE

37. CHECK NUMBER

FINALPARTIALCOMPLETE

36. PAYMENT35. AMOUNT VERIFIED

CORRECT FOR

34. VOUCHER NUMBER

FINAL

33. SHIP NUMBER

PARTIAL

38. S/R ACCOUNT NUMBER 39. S/R VOUCHER NUMBER 40. PAID BY

41a. I CERTIFY THIS ACCOUNT IS CORRECT AND PROPER FOR PAYMENT

41b. SIGNATURE AND TITLE OF CERTIFYING OFFICER 41c. DATE

42a. RECEIVED BY (Print)

42b. RECEIVED AT (Location)

42c. DATE REC'D (YY/MM/DD) 42d. TOTAL CONTAINERS

STANDARD FORM 1449 (REV. 2/2012) BACK

Prescribed by GSA – FAR (48 CFR) 53.212

AUTHORIZED FOR LOCAL REPRODUCTION

PREVIOUS EDITION IS NOT USABLE

SEE SCHEDULE

20.

SCHEDULE OF SUPPLIES/ SERVICES

21.

QUANTITY UNIT

22. 23.

UNIT PRICE

24.

AMOUNT

19.

ITEM NO.

W912P8-17-R-0022

Section B - Supplies or Services and Prices

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Job

PROVIDE ALL LABOR, TOOLS, SUPERVISION

FFP

FACILITIES, EQUIPMENT, PARTS, UTILITIES, FUEL, LUB

FOB: Destination

PURCHASE REQUEST NUMBER: W42HEM70305982

NET AMT

BID SCHEDULE

SUPPLIES OR SERVICES AND PRICES/COSTS

CLIN DESCRIPTION QUANTITY U/I UNIT PRICE AMOUNT

0001 1.4 Drydocking 1 LS

0002 1.5 Gas

Gas Freeing and Free Certificate

1 LS

0003 1.6 Ultrasonic Testing 1 LS

0004 1.7.1 1/4" Steel Plate (OPTIONAL)

50 SF

0005 1.7.2 5/16" Steel Plate (OPTIONAL)

25 SF

0006 1.7.3 3/8" Steel Plate (OPTIONAL)

50 SF

0007 1.7.4 1/2" Steel Plate (OPTIONAL)

50 SF

0008 1.7.5 Structurals

(OPTIONAL)

200 LB

0009 1.7.6 Rubrail

(OPTIONAL)

10 LF

0010 1.8.1 1/4" Fillet Weld (OPTIONAL)

50 LF

0011 1.9 Cleaning and Painting

1 LS

0012 1.10 Propellers, Propeller Shafts, Bearings and

1 LS

0013 1.11.1 Stern Tube Bearing (OPTIONAL)

2 EA

0014 1.11.2 Strut Tube Bearing (OPTIONAL)

2 EA

0015 1.12 Main Engine Alignment (OPTIONAL)

LS

0016 1.13 Anodes 1 LS

0017 1.14 Compressed Air 1 LS System

0018 1.15 Seachest and Strainer 1 LS

0019 1.16 Manhole Covers 8 EA

0020 1.17 Exhaust Silencer Repair 1 LS

0021 1.18 HVAC 1 LS

0022 Radar Replacement 1 LS

TOTAL

NOTES:

(1) Prospective offerors are encouraged to examine the vessel prior to submitting an offer. Specific dates for examining the vessel will be scheduled by Frederick Espy II, Marine Management Section, (504)862-2739.

Failure to examine the vessel before submitting an offer will not be considered cause for a claim against the Government.

(2) Award will be made as a whole to one offeror.

(3) The offer is required to bid on all line items. Failure to submit an offer on all such line items shall result in a nonresponsive offer, requiring rejection thereof. In the event that an offeror is willing to waive costs associated with an individual line item, he is required to insert descriptive words or abbreviations such as "no charge" or "N.C."

(4) Offerors shall furnish unit cost for all prices listed on schedule of bid items which require unit prices. If the offeror fails to insert a unit price in the appropriate blank for required items but does furnish an extended total or an estimated amount for such items, the Government will deem his unit price to be the quotient obtained by dividing the extended estimated amount for that line item by the quantity. IF THE OFFEROR OMITS

BOTH THE UNIT PRICE AND THE EXTENDED ESTIMATED AMOUNT FOR ANY REQUIRED

ITEM, HIS BID WILL BE DECLARED NON-RESPONSIVE.

Section C - Descriptions and Specifications

SPECIFICATIONS

DESCRIPTION/SPECIFICATIONS/WORK STATEMENT

(5) SCOPE (INFORMATION). The Contractor shall furnish all management, supervision, labor, subcontracting, services of manufacturer's representatives and all facilities, utilities, equipment, tools, lubricants, fuels, shore power, materials and articles (excluding Government-furnished property) required to fully execute the Mandatory and Contracting Officer authorized Optional work items specified herein.

• VESSEL DATA (INFORMATION). The BIENVILLE is a welded steel towboat 60'-6" long, 22'-11" wide and 7'-6" deep. The light displacement is 126 long tons. The loaded displacement is 151 long tons. Loaded draft is approximately 6’- 0”.

NOTICE: THE INTERIOR SURFACES OF THE VESSEL ARE COATED WITH PAINT CONTAINING

LEAD. The Contractor shall perform all work in strict accordance with Federal, State, and Local regulations, laws, codes and practices and EM 385- 1-1 regarding lead paint removal. The Contractor shall provide copies of all completed hazardous waste manifests to the Contracting Officer. The coatings on the interior of the potable water tank and on the exterior of the vessel do not contain lead.

There will be no separate measurement and payment for lead abatement, environmental and personnel monitoring, disposal, and any other activity associated with coatings containing lead. The cost shall be included in and distributed among those items requiring this work.

NOTICE: The vessel is equipped with an automatic CO2 fire extinguishing system. The CO2 fire suppressant is automatically activated by heat activated devices located in the engine room and auxiliary machinery space. The system shall be disconnected by the contractor prior to the start of work and reconnected upon completion.

• CONTRACT DRAWINGS (INFORMATION). The work shall conform to the following contract drawings, all of which form a part of these specifications and are available on the web at www.fedbizopps.gov. All drawings are available in pdf format.

• GA, 1 of 1, Profile and Arrangement

• HH, 1 of 1, Bottom Plating & Framing Layout & Details

• HK, 1 of 1, Engine Girder Assembly

• MD, 1 of 1, Bilge and Fire Piping

• MA, 1 of 1, Prop Shaft, Stern Tube, Strut Detail and Installation

• MQ, 1 of 1, Air, Hydraulic & Potable Water Piping

• EA, 1 of 2, One Line Electrical Diagram – A.C.

• 7026, 1 of 1, Keel Cooling Arrangement and Details

1.1.2 SECURITY (INFORMATION). The contractor will not have access to the CORPS network. This is an unclassified contract and the contractor will not have access to critical information. The contractor and all associated sub-contractors shall receive locally developed training provided by the MVN Security Office on the local suspicious activity reporting program. Please call 504-862-2342 for the power point presentation for this training. This training is used to inform employees of the types of behavior to watch for and to instruct employees to report suspicious activity relating to the project. Contractors will provide local background checks to the COR or the security office before performing work.

1.1.3 SUSPICIOUS ACTIVITY REPORTING TRAINING (e.g. iWATCH and/or CorpsWatch) (INFORMATION). The contractor and all associated sub-contractors shall receive a brief/training (provided by the RA which is the MVN Security Office) on the local suspicious activity reporting program. This locally developed training will be used to inform employees of the types of behavior to watch for and instruct employees to report suspicious activity to the project manager, security representative or law enforcement entity. This training shall be completed within 30 calendar days of contract award and within 30 calendar days of new employees commencing performance with the results reported to the COR NLT 5 calendar days after the completion of the training.

1.1.4 PRE-SCREEN CANDIDATES USING E-VERIFY PROGRAM (INFORMATION). Pre-screen candidates using

E-Verify Program. The Contractor must pre-screen Candidates using the E-verify Program (http://www.uscis.gov/e-verify) website to meet the established employment eligibility requirements. The Vendor must ensure that the candidate has two valid forms of Government issued identification prior to enrollment to ensure the correct information is entered into the E- verify system. An initial list of verified/eligible candidates must be provided to the COR no later than 3 business days after the initial contract award. *When contracts are with individuals, the individuals will be required to complete a Form I-9, Employment Eligibility Verification, with the designated Government representative. This form will be provided to the Contracting Officer and shall become part of the official contract file.

1.2 CONTRACTOR QUALITY CONTROL AND GOVERNMENT QUALITY ASSURANCE (INFORMATION).

The Contractor shall establish and maintain a quality control plan as specified in Section E, Inspection and Acceptance. The Government will evaluate the Contractor’s performance in accordance with the Quality Assurance Surveillance Plan as specified in Section E, Inspection and Acceptance.

1.3 APPLICABLE PUBLICATIONS (INFORMATION). The following publications form part of this specification to the extent referenced. The publications are referred to in the text by the basic designation only. The latest revision shall be used unless otherwise specified.

(1) American Bureau of Shipping (ABS).

Rules for Building and Classing Steel Vessels for Service on Rivers and Intracoastal Waterways

(2) American Society for Testing and Materials (ASTM).

A36 Structural Steel

(3) American Water Works Association (AWWA).

C652 Disinfection of Water Storage Facilities

(4) Federal Regulations (CFR).

29 CFR 1915 Occupational Safety and Health Standards for Shipyard Employment

(5) National Board of Boiler and Pressure Vessel Inspectors (NBBI).

National Board Inspection Code

(6) Steel Structures Painting Council (SSPC)

SSPC-SP 1 Solvent Cleaning

SSPC-SP 3 Power Tool

Cleaning

SSPC-SP 10 Near White Blast Cleaning

(7) Department of the Army, U.S. Army Corps of Engineers, Engineer Manuals (EM).

385-1-1 Safety and Health Requirements Manual

• DRYDOCKING (CLIN 0001). Dry-dock the vessel and hold it on dry dock until all underwater repairs, cleaning, painting and dry dock inspections are complete and all painting up to the deck is thoroughly dry. Pump all bilges dry, remove all debris, degrease with detergent, rinse, and dispose of the contents in accordance with all Federal, State and Local regulations.

Furnish the Contracting Officer with copies of all waste manifests identifying the name and address of the transporters and the treatment and/or disposal facility.

• GAS FREEING AND GAS-FREE CERTIFICATE (CLIN 0002).

• Before beginning any hot work, clean and gas-free the affected spaces as required by 29 CFR 1915. Spaces requiring the gas-freeing shall be "Safe For Workers and Safe for Hotwork".

• Test and certify the affected spaces in accordance with 29 CFR 1915.

Testing and certification shall be accomplished by a Marine Chemist certified by the National Fire Protection Association, a US Coast Guard authorized person, or a “competent person” as required for the type of work.

1.1.5 Maintain the affected spaces in a "Safe for Workers and Safe for Hotwork" condition until all hotwork is complete. Inspect and test each affected space in accordance with 29 CFR 1915 to insure that the condition within the space is maintained.

1.1.6 Furnish and display the Marine Chemist certificate in the immediate vicinity of the affected operation. Furnish one additional copy to the Contracting Officer’s Representative (COR).

1.1.7 The cost of testing and providing gas-free certificates shall be included in this item. The cost of cleaning and gas freeing the affected spaces shall be included in and proportioned among the bid prices for each item of work requiring cleaning and gas-freeing.

1.4 ULTRASONIC TESTING (CLIN 0003). Furnish the required instruments and services of an American Society for Nondestructive Testing ACCP Level II certified ultrasonic technician to gauge the thickness of the hull plating, bulkheads, and keel coolers at the 210 locations defined below:

(1) Nine hull belts, ten shots per belt (six on the bottom, two on each side, two and four feet off the bottom), nine inches aft of stations 6, 12, 18, 24, 30, 36, 42, 48, and 56.

(2) Ten shots on each of the transverse bulkheads at stations 10.5, 13.5, 21, 25.5, 37.5, and 46.5, one foot off the bottom.

(3) 60 shots on the keel coolers, one shot every five feet.

(4) Furnish a report to the COR within seven (7) calendar days after the vessel is dry-docked. The report shall include sketches indicating the reading locations and tables containing the readings and the percent diminution. Readings exceeding the allowable regulatory diminution of 25 and 30 percent depending on location shall be highlighted. The price shall include any related services such as electricity, water, staging, and surface preparation necessary to take the ultrasonic readings.

1.7 RENEWAL OF HULL PLATING, STRUCTURALS, AND RUBRAIL. Crop out and renew hull plating and structurals with new steel conforming to ASTM A36 where directed by the Contracting Officer. Hull plating is defined as all bottom, side, bilge, headlog, sternlog, deck, bulkhead, and tank plating.

Structurals are defined as all angle, t-bar, and fabricated structural shapes attached to hull plating. Rubrail is defined as the formed plate fender welded to the side above the waterline. All renewals shall duplicate existing construction in size, type and shape. Welding of new plating shall be continuous butt welds all around with a seal weld on the inside. Welding of plating to structurals shall be as original and not less than that recommended by the American Bureau of Shipping "Rules for Building and Classing Steel Vessels for Service on Rivers and Intracoastal Waterways."

All surfaces of new plating and structurals shall be cleaned in accordance with SSPC SP-10 and coated with two 8 mil DFT coats of PPG Amercoat 240 epoxy or equal, if originally coated. The total dry film thickness shall not be less than 16 mils. The color shall be haze grey. The exterior of new hull and deck plating shall be coated in accordance with the associated paragraph below. The cost of removal and replacement of interferences, all welding, fairing up of existing plating, staging and cleaning and painting shall be included in this item. The quantity of each optional item required will be identified after a visual examination of the hull and an evaluation of the ultrasonic thickness readings are completed. Actual quantities may be more or less than the estimated quantities. The actual quantity of each material item will be measured after installation and rounded to the nearest whole number. SEE PARAGRAPH 4.2 FOR INFORMATION REGARDING OPTIONAL ITEMS. The following quantities will be used to evaluate bids:

1.7.1 1/4" Steel Plate - 75 Sq. Ft. (CLIN 0004) (OPTIONAL)

1.7.2 5/16" Steel Plate - 25 Sq. Ft. (CLIN 0005) (OPTIONAL)

1.7.3 3/8" Steel Plate - 75 Sq. Ft. (CLIN 0006) (OPTIONAL)

1.7.4 1/2" Steel Plate - 50 Sq. Ft. (CLIN 0007) (OPTIONAL)

1.7.5 Structurals - 200 Lbs. (CLIN 0008) (OPTIONAL)

1.7.6 Rubrail - 50 Linear Feet (CLIN 0009) (OPTIONAL)

1.7.7 Test all new welded joints in the hull plating for leaks under an air pressure of 1.5 psig. All seams shall be sprayed with a soap solution and proven tight in the presence of the COR. In applying the air pressure, the contractor shall use a positive method of prohibiting any pressure in excess of 1.5 PSIG. All soap solution that was applied to the hull exterior for testing shall be cleaned prior to painting. All cracks, defective welds or plate deterioration resulting in leaks shall be reported in writing to the COR. Upon completion of repairs, each leaking compartment shall be retested in the presence of the COR until proven watertight. Remove all blanks, blind flanges, or other test appurtenances upon completion. If the affected space cannot be pressure tested the welded joints shall be tested with a water hose at a pressure not less than 50 psi, with a nozzle of not less than 1/2 inch in diameter and held not more than 5 feet from the joint being tested.

Testing shall be done after all work has been cleaned, all plating and structurals renewed, and prior to painting.

1.7.8 Welding of leaks in existing structure or members discovered as a result of testing performed in paragraph 1.7.6 will be accomplished in accordance with paragraph 1.8. Welding of leaks in material installed or connections made by the Contractor shall be done by the Contractor without additional cost to the Government. After the vessel is undocked, a thorough examination of the hull will be made for leaks by the Government Inspector.

If leaks are found, the Contractor shall dry-dock the vessel, make the necessary repairs and undock the vessel at his expense if the leaks are found in material installed or connections made by him.

1.8 WELDING. Furnish welders and qualified welding operators, fully equipped, including staging and consumables, prepare joints and apply welding as directed by the Contracting Officer. Welding procedure specifications shall be qualified in accordance with the ABS Rules for Building and Classing Steel Vessels for Service on Rivers and Intracoastal Waterways. A copy of each qualified welding procedure specification and procedure qualification record shall be submitted to the Contracting Officer. Welders, welding operators, and tack welders shall be qualified to produce welds in accordance with the above welding procedure specifications. Copies of the performance qualification test records for each welder, welding operator, or tack welder shall be submitted to the Contracting Officer. SEE PARAGRAPH 4.2 FOR INFORMATION REGARDING OPTIONAL ITEMS. The following quantities will be used to evaluate bids:

1.8.1 1/4" Fillet Weld - 50 Linear Feet (CLIN 0010) (OPTIONAL)

1.9 CLEANING AND PAINTING (CLIN 0011). All Coating material shall be stored, mixed and applied in accordance with the manufacturer’s specifications and instructions. Contractor shall mask or take any other necessary precautions to protect adjacent paint, windows, antenna, navigation lights, fathometer transducer well covers, or other equipment from contamination by sand or paint over-spray. All doors, windows and ventilation openings shall be sealed. The contractor shall not allow blasting abrasive to enter the lazarette, engine room, or the cabin, even if it has been generated by blasting a nearby vessels. The contractor shall take all precautions to protect the interior of the vessel and all equipment (especially the engine compartment) from contamination and damage by sandblast grit and over-spray.

All inlets (combustion air and crankcase vents) of the propulsion and auxiliary engines shall also be sealed with plastic fabric and tape during the entire repair period. Engine room doors and vents shall be sealed during any grit-blasting in the contractor’s facility. Any blasting grit that enters the interior of the vessel shall immediately be vacuum-removed by the contractor to the satisfaction of the Contract Officer Representative

(COR).

1.9.1 Fuel Tank. Remove and dispose of the contents of the fuel oil tank in accordance with Federal, State, and local regulations. The location of the tank is shown on drawing number GA, Profile and Arrangement. Open the manhole cover to the above tank and discard the existing gasket. Clean all interior surfaces of the tank in accordance with SSPC-SP 1. The tank shall be inspected after cleaning and approved by the COR before the tank is closed. Clean the gasket surfaces of the manhole cover and tank. Install a new nitrile rubber gasket and reinstall the manhole cover to close the tank.

Install new studs, washers, and nuts of equal type to the original, if damaged upon removal or installation.

1.9.2 Potable Water Tank. Open the manhole cover and discard the existing gasket. Remove and dispose of the contents in the potable water tank in accordance with Federal, State, and local regulations. The location of this tank is shown on drawing number GA, Profile and Arrangement.

Clean all interior surfaces of the manhole cover and tank with a 3000 psi pressure washer removing all foreign material. Remove all wash water and debris and dry the tank for inspection by the COR. Additional work to the tank may be authorized through a modification to the contract.

Install a new neoprene ring gasket and reinstall the manhole cover to close the tank after completion of all work and final inspection. Install new studs, washers, and nuts of equal type to the original if damaged upon removal or installation.

Disinfect the tank and the entire potable water system in accordance with AWWA C652. The piping shall be disinfected using chlorination method one.

The tank shall be disinfected using chlorination method one or two. The chlorinated water shall be disposed of in accordance with Federal, State, and local regulations after the specified retention period. Fill the tank with potable water from a known potable source.

1.9.3 Bilge Holding Tank. Remove and dispose of the contents in the bilge holding tank in accordance with Federal, State, and Local regulations. The location of this tank is shown on drawing number GA, Profile and Arrangement.

Clean all interior surfaces of the tank in accordance with SSPC-SP 1. Remove all wash water and debris and dry the tank for inspection by the COR.

Additional work to the tank may be authorized through a modification to the contract. Install a new manhole cover gasket on the manhole cover.

1.9.4 Hull Voids. Remove and dispose of the contents in the five voids in accordance with Federal, State, and Local regulations. The voids are numbered as to location with respect to the centerline as follows:

(1) Headlog 0 to bulkhead 10.5, centerline to 11 feet to port.

(2) Headlog 0 to bulkhead 10.5, centerline to 11 feet to starboard.

(3) Bulkhead 13.5 to bulkhead 21, 11 feet to port to 11 feet to starboard, including the exterior of the potable water tank.

(4) Bulkhead 46.5 to sternlog 60, centerline to 11 feet to port.

(5) Bulkhead 46.5 to sternlog 60, centerline to 11 feet to starboard.

Clean the interior surfaces of the five voids, the manhole covers, and the manhole deck rings where the coating has failed in accordance with SSPC-SP

3. Apply two 8 mil DFT coats of PPG Amercoat 240 epoxy or equal to those areas cleaned in accordance with SSPC-SP 3. The total dry film thickness applied shall not be less than 16 mils. The color shall be haze grey. The voids shall be inspected and approved by the COR before the voids are closed. Install new manhole cover gaskets on the five manhole covers and the manhole cover for the auxiliary machinery space. Clean and paint the auxiliary machinery room manhole cover and manhole deck ring as above.

1.9.5 Engine Room and Auxiliary Machinery Space. Clean all interior surfaces and decks of the engine room and the auxiliary machinery space by hot water pressure washing and detergent in accordance with SSPC-SP 1 and remove and dispose of the contents in accordance with Federal, State, and Local regulations. Remove all wash water and debris and dry the tank for inspection by the COR.

1.9.5.1 Engine Room and Auxiliary Machinery Space Painting. The existing coating system is an, Amercoat 5410 Gloss Silcone Alkyd, white color. The contractor shall provide an equal or greater coating system for review by the COR. Once approved the contractor shall apply the coating system as per manufacture standards.

1.9.5.2 Apply one 3 mil DFT coat of Amercoat 5410 gloss silicone alkyd or equal to the areas defined in paragraph 1.9.5. The color shall be white.

Apply one 8 mil DFT coat of Amercoat 235 epoxy or equal to the upper engine room deck. The color shall be haze gray.

1.9.6 Hull Exterior. Clean the hull exterior from the top of the bulwarks down to the keel, including the bow, stern, sides, bottom, all pad eyes, struts, rudders, keel coolers, and the interior of the seachest and transducer well by high pressure water washing, hand scraping and spot and sweep blasting. The high pressure water washing shall be done at 3500-5000 psi to remove salts, weed and soft shell fouling. Compatible detergents shall be employed to remove any oil or grease contamination if necessary.

Hard shell fouling shall be removed by hand scraping. Spot blasting to SSPC- SP 6 shall be done to all areas of failed and damaged coating where the steel substrate is exposed. Sweep blasting to SSPC-SP 7 shall be done to the remaining area. Feather the perimeter of spot blasted areas with rotary tools. Use fine sand for sweep blasting to prevent damage to adhered epoxy base coatings and antifouling.

Apply two 8 mil DFT coats of PPG Amercoat 240 epoxy or equal to the areas that were spot blasted. The total dry film thickness shall not be less than 16 mils. The first coat shall be red. The topcoat shall be black. Apply one 3 mil DFT coat of black PPG PSX 1001 acrylic polysiloxane or equal to the hull exterior from the waterline up to the top of the bulwarks. Apply two 5 mil DFT coats of PPG ABC#3 antifouling or equal to the hull from the waterline down to the keel including the bow, stern, sides, bottom, all pad eyes, struts, rudders, keel coolers and the interior of the sea chest. The first coat shall be blue. The top coat shall be red. The antifouling shall be applied before the epoxy has cured in accordance with the manufacturer’s instructions. Apply two 2 mil DFT coats of white epoxy to all identification and draft marks on the port and starboard sides of the hull.

Shift the vessel on its blocks after the hull coating has cured for immersion in accordance with the manufacturer’s specifications. Clean and coat the block landing areas in accordance with the adjacent area specifications above. Remove and reinstall the sea chest strainer plate to clean and paint inside.

The hull exterior was last cleaned and painted in January 2012 with the same paint system as above. The substrate was cleaned to near white condition by sandblasting.

1.9.7 Superstructure Exterior. Clean the entire exterior of the superstructure including the pilothouse, deckhouse, and their tops, ladders, light screens, guardrails, light mast and exhaust stacks in accordance with SSPC-SP 7.

1.9.7.1 Apply one 3 mil DFT coat of Amercoat 5410 gloss silicone alkyd or equal to the areas defined in paragraph 1.9.7. Apply one 2 mil DFT coat of Amercoat 873 high-heat modified silicone topcoat to the tops of the exhaust stacks. The colors shall be as shown in paragraph 1.9.7.2.

Location Color Chip No.

Main Deckhouse, from deck up 36” the Slate Gray 16187

Texas Deckhouse and Pilothouse, from the Up 15” deck

Slate Gray 16187

Remainder of Main deckhouse, Texas deckhouse and Pilothouse

Old Ivory 17855

Margin Facings and Guardrail Round bars

Red 11136

Exhuast stacks (matching existing pattern)

Black Red Aluminum

11136

Pilothouse top Aluminum

Ladders and light mast Black

Sunshade bottom, light screens Flat Black

1.10 PROPELLERS, PROPELLER SHAFTS, AND BEARINGS (CLIN 0012). Prior to dry-docking the contractor shall check the alignment of each engine at the coupling top to bottom, side to side. Once the vessel is properly blocked, the contractor shall slide the stuffing boxes forward, measure and record the location of the shaft relative to the stern tube. Remove the port and starboard propellers and propeller shafts.

Measure the two shafts and two spare shafts for straightness on rollers in the presence of the Government Representative. Measure the two shafts for straightness and roundness at the bearing journal, stuffing box and taper. Load the two existing propellers on the Government transportation for return. Measure the inside diameter of the fore and aft ends of the cutlass bearings with calipers or inside micrometers on planes of 90 degrees. The contractor shall measure the water-groove depth of the bearing in the same location. Measure the runout of the face and the pilot bore of the couplings on the spare shafts. Furnish a condition report of the engine alignment, shaft location, bearings, shaft and couplings to the COR with one week of dry-docking. Install the spare propellers and shafts. Replace the packing in the stuffing boxes with new flax packing and lubricate.

All-threaded rod on the packing glands shall have a stainless steel double lock nuts. Check the alignment of the new spare shafts to the engines at the couplings after the vessel has been afloat for 12 hours with both the fuel and water tank full and before the couplings are bolted together. The contractor shall align the main engines to within 0.004” top to bottom, side to side, both port and starboard.

A final alignment report shall be provided by the contractor within one business day of the alignment to the COR.

NOTE: The existing propeller shafts are not sleeved carbon steel as shown on the drawing. They are Aquamet 17 stainless steel, 5-3/4” diameter their whole length.

1.11 REPLACEMENT OF STRUT AND STERN TUBE BEARINGS. Remove the existing strut and/or stern tube bearings and install new 5-3/4” ID x 7” OD brass shelled rubber sleeve bearings as directed by the Contracting Officer. The installation shall include the preparation of the bearing housing, machining the bearing, replacement of stainless steel set screws, and the installation of epoxy filler. The stern tube bearings are half the length of the strut bearings. The following quantities will be used to evaluate bids:

1.11.1 Stern Tube Bearing – 2 each (CLIN 0013)(OPTIONAL)

1.11.2 Strut Tube Bearing – 2 each (CLIN 0014)(OPTIONAL)

1.12 MAIN ENGINE ALIGNMENT. Align each main engine as directed by the Contracting Officer. Each engine and shaft shall be aligned to not more 0.004” difference at the coupling faces, top to bottom and side and side.

The alignment shall include the removal and replacement of the chocking compound with Chockfast Orange or equal. The following quantities will be used to evaluate bids:

1.12.1 Main Engine Alignment – 2 each (CLIN 0015)(OPTIONAL)

1.13 ANODES (CLIN 0016). Remove the existing nine anodes and grind the mounting locations flush. Surface weld all pits in way of the existing anode mount locations and grind flush. Install nine new

22.5 pound zinc anodes at the existing anode locations. Repair damaged coatings on the interior and exterior of the hull at the new anode locations.

1.14 COMPRESSED AIR SYSTEM (CLIN 0017). Perform an external and internal inspection to the two 65 gallon air receivers and the one 20 gallon air receiver in accordance with the National Board of Boiler and Pressure Vessel Inspectors (NBBI), “National Board Inspection Code” (NBIC). Perform a hydrostatic test on the two 65 gallon air receivers and the 20 gallon air receiver in accordance with the NBBI, NBIC. Inspect and test the pressure relief devices and gages in accordance with the NBBI, NBIC. Furnish a report describing the procedures and results of the inspections and tests to the Contracting Officer. Details of the compressed air system are shown on drawing number MQ, Air, Hydraulic and Potable Water Piping Schematic.

1.15 SEA CHEST AND STRAINER (CLIN 0018). Replace the 2 inch flanged steel gate valve on the sea chest with a new valve equal to the existing. Replace the one half inch blow down valve on the sea chest with a valve equal to existing. Replace the schedule 80 piping between the above two valves and the sea chest including flanges. The new piping shall be welded all around on both sides of the sea chest. Apply two coats of white alkyd enamel to the new piping, flanges and valves.

Disassemble the sea strainer, clean all components and discard the existing gaskets and seals. Inspect the strainer and furnish a condition report to the COR. Reassemble the strainer using new seals and gaskets. Additional work to the strainer may be authorized through a modification to the contract.

1.16 MANHOLE COVERS (CLIN 0019). Contractor shall thoroughly inspect all manhole covers and deck rings and provide a condition report on each. The condition report shall be provided within 7 days of dry-docking.

Contractor will remove the original manhole covers and then provide and install two (2) manhole covers in locations that are identified by the COR. The manhole covers shall be painted with non-skid coatings similar to existing. Quantity may be increased through modification of contract.

1.17 PORT GENERATOR EXHAUST SILENCER (CLIN 0020). Contractor shall thoroughly inspect the Port Generator Exhaust Silencer and provide a condition report to the COR within 7 days of dry-docking. The existing port generator exhaust silencer is a Maxim M31 6” Marine Engine/Wet Exhaust Silencer. Contractor will remove the existing unit and install a greater or equal equivalent.

1.18 HEATING, VENTILLATION AND AIR CONDITIONING REPLACEMENT (CLIN 0021).

The existing unit aboard the vessel is an Arcoaire PAMC60HA, 5 ton, 208V/230V/3ph/60hz, R-22 package unit with 10 kW heat. The replacement unit shall be equal or greater to model Arcoaire PAD360, 5 ton, 208V/230V/3ph/60hz, R-410A, package unit with 10kw heat. The contractor supplied unit must meet current industry standards. The contractor is to provide within seven (7) days of dry-docking the specifications, installation plans and drawings for the replacement model, ductwork and all associated appurtenances for review by the COR. Once approved the contractor is to provide and install the approved package unit, ductwork and appurtenances.

1.19 Radar Replacement (CLIN 0022). Contractor shall provide all parts, labor materials and management to remove existing radar system. Contractor shall provide and install the following or equivalent system components:

Furuno 4kw 3.5’ Open Array Radar, part number:1935, Furuno 4.3” Color Navigation Organizer, part number: RD33, Furuno Ultrasonic Weather Station, Part number 220WX, Furuno 10m N2K Cable, part number: AIR-331-104-01, Furuno NMEA Converter, part number IFNMEA2K2, Garmin N2K BackBone Kit, part number 010- 11442-00. Contractor shall then perform a function test in the presence of the COR and Boat Operator to ensure proper operability.

2. INSPECTION AND ACCEPTANCE (INFORMATION)

2.1 The Contractor shall perform or have performed the inspections and tests required to substantiate that the supplies and services provided under this contract conform to the specifications, drawings and contract requirements herein. The Contractor shall also perform or have performed the inspections and tests specified herein.

2.2 The Contractor shall provide and maintain a Quality Control Program covering all work specified in the Job Order. The program shall result in the preparation and maintenance of documentation. The documentation shall define the tests and inspections to be accomplished for each specification item keyed to the appropriate contract line item number and paragraph of the specification.

2.3 The Government Inspector shall witness all tests and inspections. The Contractor shall make certain that all materials, installation and workmanship meet the requirements of the specifications and are ready for test or inspection prior to notifying the Government Inspector.

2.4 The Contractor shall notify the Government Inspector at least 24 hours before all testing and inspection. The Government Inspector will be available to witness testing and inspection of completed work Monday thru Friday, except Federal Holidays. The time of his availability will depend upon the distance between the Contractor's or Subcontractor's facility and New Orleans, LA.

2.5 The Contractor shall proceed with work if the Government Inspector is not present to witness the inspection or test after the scheduled time provided the advanced notice required in paragraph 2.4 above has been given.

The Contractor shall document his inspection or test as if the Government Inspector was present.

2.6 Witnessing tests and inspections by the Government Inspector does not constitute acceptance of the item and does not relieve the Contractor of the responsibility of assuring that the work conforms to the requirements of the specifications.

2.7 Work subcontracted and performed away from the shipyard is covered by this Quality Control Program. The prime Contractor cannot delegate the authority to witness or perform and sign for tests and inspections conducted away from his facility without approval of the Contracting Officer. If the Subcontractor has an established Quality Control Program with designated organization and personnel, the prime Contractor may designate an appropriate individual in that organization as his authorized representative. Such designation shall clearly indicate that the individual is an employee of a subcontractor and shall be subject to the approval of the Contracting Officer. The Government Inspector will witness tests and inspections at the Subcontractor's facility in accordance with paragraphs

2.4 and 2.5 above.

2.8 QUALITY ASSURANCE SURVEILLANCE PLAN. This plan will be used to assure the Government that the work specified under this contract is completed satisfactorily. This plan is included for information purposes only. All work performed will be monitored by the Government Inspector on a daily basis. The performance based deliverables identified in Table 2.8.1 will be inspected and tested (if applicable) and either approved or rejected by the Government. The Contractor shall correct all deficiencies in rejected work at no additional cost to the Government unless caused by reasons beyond the control of the Contractor.

Table 2.8.1 - PERFORMANCE REQUIREMENTS

Requirement Performance Objective

Monitoring Method

Allowable Deviation

Remedy

Dry dock work performed in

All work performed in accordance with the

Observation of the Contractor’s activities and

0% deviation from specifications allowed.

Re-performance of unacceptable accordance with Paragraph 1 and 4 and all sub-paragraphs.

specifications, manufacturer’s recommendations and accepted commercial marine practice.

workmanship during the performance of this contract.

Monitor the Contractor furnished parts and materials.

work at no additional cost to the Government.

All other remedies allowed by FAR Clause 52.212-4 can be used for unacceptabl e performance

Acceptance and Inspection performed in accordance with Paragraph 2 and all sub-paragraphs.

Conformance as specified, acceptable Contractor Quality Control Program, acceptable testing, reporting and notification as required by the specifications.

Observation and review of the Contractor’s Quality Control Program, inspections, documentations, and notification requirements.

0% deviation from specifications allowed.

Re-performance of unacceptabl e work at no additional cost to the Government.

All other remedies allowed by FAR Clause 52.212-4 can be used for unacceptabl e performance

Completion and delivery in accordance with Paragraph 3 and all sub-paragraphs.

Completion of all work, proper submittals completed and approved.

Paragraph 3.1 Return of vessel within 45 days of delivery to the Contractor’s facility.

Observation of work progress and review of required submittals.

Final acceptance date of vessel.

0% deviation from specifications and delivery date requirement unless documentation is provided to demonstrate that delays are beyond the Contractor’s control.

If Government monitoring of work schedule and progress reveals that scheduled completion date is in danger, the Contractor will be required to provide necessary resources to return to an acceptable schedule.

All other remedies allowed by FAR Clause 52.212-4 can be used for unacceptabl e performance

3. DELIVERIES OR PERFORMANCE (INFORMATION)

• COMMENCEMENT, EXECUTION AND COMPLETION. The Contractor is required to commence work under this job order immediately upon delivery of the vessel to him, to execute the work with diligence and to complete the work within forty-five (45) calendar days.

• The Contractor is required to accept delivery of the vessel within fifteen (15) calendar days after the date of receipt of the written notice of award or by a date mutually agreed upon by the Contractor and the Government.

• DELIVERY AND RETURN OF THE VESSEL.

• Delivery. The Government will deliver the vessel to the Contractor's facility. The time of commencement will be the time the vessel arrives at the Contractor's facility.

• Return. The Contractor shall return the vessel to the Government at the point of delivery upon completion and acceptance of all work. The time of completion will be the time of acceptance of all work by the Government Inspector.

• LIQUIDATED DAMAGES. If the Contractor fails to deliver the supplies or perform the services within the time frame specified in this contract, or any extension, the Contractor shall, in place of actual damages, pay to the Government as fixed, agreed, and liquidated damages, for each calendar day of delay the sum of $800.

• SCHEDULE AND PROGRESS OF WORK. The Contractor shall submit a schedule to the Contracting Officer for accomplishing the work before work starts.

The schedule shall include a bar chart for each contract line item, including optional items, that shows start and completion dates. The chart shall show the order in which the Contractor proposes to accomplish all work. The schedule shall be updated weekly reflecting the actual progress attained in comparison to the proposed schedule. The updated reports shall be submitted to the Contracting Officer on Monday for the previous work week. Supplement each schedule with a comprehensive written narrative describing:

2 The amount of progress on work items during the reporting period.

3 Problems encountered.

4 Known or anticipated delays, their causes, the impact on the work and the corrective action taken or proposed.

The Contractor shall take appropriate steps necessary to improve his progress if he falls behind the progress schedule in the opinion of the Contracting Officer. The Contracting Officer may require the Contractor to increase the number of shifts and/or overtime, days of work and/or amount of plant used as deemed necessary to regain progress to complete all work within the time specified, without additional cost to the Government.

1.5 LOCATION. The Contractor's facility shall be located within a 100 mile radius of the U.S. Army Engineer District office facility, 7400 Leake Avenue, New Orleans, LA 70118. Any bid proposing performance at a location beyond this stated limit will be determined non-responsive and rejected.

1.6 LIST OF DELIVERABLES. The following documents and their location within the specifications are required deliverables.

(1) Hazardous Waste Manifests, 1.1

(2) Background Checks, 1.1.2

(3) iWatch/Corpswatch Training Certificates, 1.1.3

(4) E-Verify Program List, 1.1.4

(5) Bilge Waste Manifests, 1.4

2 Marine Chemist Certificate, 1.5.4

3 Ultrasonic Test Report, 1.6.3

4 Qualified Weld Procedure Specifications and Procedure Qualification Records, 1.8

5 Welder Performance Qualification Test Records, 1.8, 4.9

6 Propeller and Shaft Report, 1.10

7 Compressed Air System Report, 1.12

8 Sea Chest Valve Report, 1.13

9 Sea Strainer Condition Report, 1.14

10 Fire Main System Report, 1.28

11 Work Schedule, 3.4

12 Accident Prevention Program Plan, Hazard Analysis, Checklist, Lead Compliance Plan, 4.5.1

13 Hazardous Energy Control Plan, 4.5.2

14 Material Safety Data Sheets, 4.14.4

2 SPECIAL CONTRACT REQUIREMENTS (INFORMATION)

2.9 MANDATORY ITEMS. All mandatory items, those not specifically identified as INFORMATION or OPTIONAL, shall be accomplished and completed within the specified performance period.

2.10 OPTIONAL ITEMS. Certain items identified as OPTIONAL in the bidding schedule and description/specifications may or may not be required. No work shall be performed on any item identified as OPTIONAL unless authorized in writing, in whole or in part, by the Contracting Officer. When authorized, the Contractor shall perform the OPTIONAL work required at the unit price quoted in the schedule in the quantities authorized. The total actual quantity authorized may be less or more than the estimated quantity. The Contractor shall allow sufficient time to perform the total estimated quantity of all OPTIONAL items in the bidding schedule.

1.10 WHARFAGE, DOCKAGE, ETC. The Contractor shall be responsible for and pay all expenses of wharfage, tonnage, dockage, mooring, shore power, etc.

The Contractor shall provide:

1.10.3 All mooring lines and fenders sufficient in strength, quantity, location and quality to prevent damage to the vessel and the dock.

1.10.4 All necessary labor, material, services and equipment as required to safely move the vessel while it is in his possession.

1.10.5 Adequate protection during adverse weather conditions

including, but not limited to, moving the vessel to a safe harbor and providing additional mooring lines and anchors.

1.10.6 The necessary facilities for and shall bear the

expense of any movement of the vessel while it is in his possession.

1.10.7 Shore power at the required voltage, phase, and current required to operate all equipment aboard the vessel from the time of commencement to the time of completion as defined in paragraph 3.2.

1.11 INTERFERENCE. The Contractor shall remove and reinstall any interference required to accomplish the work specified without additional contract time or cost to the Government. Interference is defined as any part of the vessel, installed or portable, that must be removed or disturbed to accomplish the work specified. All damaged or missing fasteners shall be replaced with fasteners of the same size and type as original. New gaskets, packing and seals shall be installed on all disturbed connections and proven leak free. Damaged lagging and insulation shall be repaired or replaced. All new work or disturbed old work shall be cleaned and painted in accordance with Section C. All interferences shall be returned to their original operational position and condition upon reinstallation. All costs associated with interferences shall be included in the bid price of the respective item of work.

1.12 ACCIDENT PROTECTION. All work performed under this contract shall be in accordance with the requirements of the U.S. Army Corps of Engineers Safety Manual, EM 385-1-1 and other safety requirements specified herein.

1.11.3 Accident Prevention Program. Four copies of the Accident Prevention Program shall be submitted to the Contracting Officer for review and approval within 10 calendar days after award. The program shall be prepared in the following format (see Section J, Attachments):

1 An executed MVN Form 385-43, Accident Prevention Program Administrative Plan.

2 An executed MVN Form 385-43(1), Accident Prevention Plan Checklist.

3 An executed LMN Form 385-43(2), Activity Hazard Analysis.

4 A copy of company policy statement of accident prevention and any other guidance statements normally provided new employees.

5 A written Lead Compliance Plan if there is a potential for activities to generate unacceptable occupational exposure to lead based paint. See paragraph 06.C of USACE EM385-1-1.

• Control of Hazardous Energy (Lockout/Tagout). Before personnel perform any servicing or maintenance on a system where the unexpected energizing, start up, or release of stored energy could occur and cause injury or damage, the system shall be isolated in accordance with the procedures contained in EM-385-1-1, and Engineer Regulation ER 385-1-31. The Contractor shall submit his hazardous energy control plan to the Contracting Officer for acceptance within 10 calendar days after award.