W91237-17-T-0044.pdf

SEE ADDENDUM

(No Collect Calls)

W91237-17-T-0044 15-Mar-2017

b. TELEPHONE NUMBER

304-399-5182

8. OFFER DUE DATE/LOCAL TIME

11:00 AM 24 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.

W912379. ISSUED BY

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

7. FOR SOLICITATION

INFORMATION CALL:

a. NAME

KAREN L SIMMONS

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

W81F8E70383399

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 BRANCH

KAREN SIMMONS, 502 8TH STREET

HUNTINGTON WV 25701

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 H1R0RI0 16. ADMINISTERED BY

12. DISCOUNT TERMS11. DELIVERY FOR FOB DESTINA-

TION UNLESS BLOCK IS

MARKED

SEE SCHEDULE

14. METHOD OF SOLICITATION

RFQ IFB RFPX

MELDAHL LOCKS AND DAM

2443 US 52

FELICITY OH 45120-9717

TEL: FAX:

304-399-5281FAX:

TEL: 304-399-5182 SERVICE-DISABLED

VETERAN-OWNED

SMALL BUSINESS

8(A)

HUBZONE SMALL

BUSINESS

ECONOMICALLY DISADVANTAGED

WOMEN-OWNED SMALL BUSINESS

(EDWOSB)

SIZE STANDARD:

1250 employees

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 OF63

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.

W91237-17-T-0044

Section SF 1449 - CONTINUATION SHEET

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Job

FFP

CONTRACTOR TO FURNISH ALL EQUIPMENT, LABOR, LAYOUTS OF

WORK FEATURES, AND SUPERVISION NECESSARY TO DRYDOCK AND

REPAIR THE M/V MCKELVEY, HUNTINGTON DISTRICT, IN

ACCORDANCE WITH THE ATTACHED PERFORMANCE WORK

STATEMENT (PWS).

FOB: Destination

PURCHASE REQUEST NUMBER: W81F8E70383399

NET AMT

CLAUSES INCORPORATED BY REFERENCE

252.201-7000 Contracting Officer's Representative DEC 1991

CLAUSES INCORPORATED BY FULL TEXT

52.222-49 SERVICE CONTRACT LABOR STANDARDS--PLACE OF PERFORMANCE UNKNOWN

(MAY 2014)

(a) This contract is subject to the Service Contract Labor Standards statute, and the place of performance was unknown when the solicitation was issued. In addition to places or areas identified in wage determinations, if any, attached to the solicitation, wage determinations have also been requested for the followingplace of performance will be determined upon award.. The Contracting Officer will request wage determinations for additional places or areas of performance if asked to do so in writing by the contractor.

(b) Offerors who intend to perform in a place or area of performance for which a wage determination has not been attached or requested may nevertheless submit bids or proposals. However, a wage determination shall be requested and incorporated in the resultant contract retroactive to the date of contract award, and there shall be no adjustment in the contract price.

(End of clause)

PRICE BREAKOUT SCHEDULE

DESCRIPTION AMOUNT

Dry‐docking of M/V Kenneth Eddy (Item #1 PWS) $____________________

Brush‐off blast clean the entire vessel below the deck. Inspect and document. (Item 1 of PWS) $____________________

Repair rust pitting on the hull. Assume 500 pits and 2 Sq ft hull replacement (Item #3 PWS). Once pits filled, grind smooth with exterior of hull. (Item #5 PWS) $____________________

Furnish and install twelve (12) zinc anodes (Item #6 PWS) $____________________

Remove, replace, and paint grid cooler screens. Pressure test gird coolers and provide inspection report. (Item #7 PWS) $____________________

Clean all bilges and fuel tanks by washing. Properly dispose of waste

(ITEM #8 PWS) $____________________

Provide services of Marine Eng. To test and certify the existing Fire Suppression system IAW 46 CFR 27.203. (Item #9 PWS) $____________________

Inspect and report on worn steering/flanking rudder bushings and seals (Item #10 PWS) $____________________

Inspect and report on ballast tanks (Item #11 PWS) $____________________

Remove propeller shafts; check shaft for straightness (notify CO if not straight), Check cutless bearing for wear and provide measurements to CO, Supply and install new Thordon drip‐less shaft seals and Blast/paint the shafts. (Item #12 PWS) $____________________

Remove both propellers and have reconditioned (Item #13 PWS) $____________________

Remove main steering ram and flanking rudder ram and rebuild to at least the original manufacturer’s specifications. After disassembly inspect and report on the ram shafts for damage. (Item #14 PWS) $____________________

Inspect and Report on conditions for both of the engines and gearboxes.

(Item #15 PWS) $____________________

Inspect the entire vessel and provide a report to the Government with a list of necessary changes required to meet all current Coast Guard Standards. ( Item #16 PWS) $____________________

Remove the name “Belleville” and replace with “Meldahl L&D”. (Item #17

PWS) $____________________

Prepare the vessel esterior surfaces below the main deck for painting and paint. (Item #18 and #19) $____________________

TOTAL $ ___________________

INSTRUCTIONS TO OFFERORS

QUOTES CAN BE FAXED OR E-MAILED TO KAREN L. SIMMONS AT (304)399-5281 or Karen.l.simmons@usace.army.mil.

The Government intends to award one firm-fixed price commercial service contract.

The award will be based on low-price.

Contractors must be registered in the System for Awards Management at www.SAM.gov

Provide DUNS number: ___________________________ (telephone 800-333-0505 for DUNS)

Provide TAX ID: __________________________

Per FAR 52.211‐6 ‐ Brand Name or Equal: If quoting an or equal for Carboguard 365, or Carbothane 134 HG, identify the name and manufacturer of the or equal below. Contractor is responsible for furnishing descriptive literature demonstrating the system identified below meets or exceeds the requirements specified in the solicitation.

Brand Name or Equal-Bidding On: _______________________________________

Manufactured By: ________________________________________

Brand Name or Equal-Bidding On: _______________________________________

Manufactured By: ________________________________________

PLEASE DIRECT ALL QUESTIONS TO KAREN SIMMONS AT (304) 399-5182 OR

Karen.l.simmons@usace.army.mil. THE SOLICITATION AND RESULTING CONTRACT

SHALL BE THE GOVERNING DOCUMENT IN ALL CASES.

Per FAR Clause 52.212-3 Alt I, the Contractor is required to complete the On-line Representations and Certifications Application (www.SAM.gov) and paragraph (b) if applicable, OR to complete paragraphs

(c) thru (m) of this clause and return with quote.

CONTRACTOR FEEDBACK. Help us in BUILDING STRONG. Please provide us with your feedback, comments and recommendations for improvement by visiting our Interactive Customer Evaluation (ICE) Website at:

http://ice.disa.mil/index.cfm?fa=card&service_provider_id=110826&site_id=856&service_category_id=1

PERFORMANCE WORK STATEMENT

PERFORMANCE WORK STATEMENT

1. SCOPE OF WORK. Provide all labor, material and equipment necessary to dry-dock and repair M/V Robert McKelvey Workboat according to the following specifications.

The work in this contract will include dry-docking an 18’ x 50’ pusher boat, sandblasting the entire hull, repairing rusted and/or damaged metal, and paint the hull and all requirements outlined in these specifications. Should the removal or shifting of any parts of the workboat be necessary for carrying out the repairs specified, the same shall be done by the Contractor and all such removals shall be subsequently replaced. Any damage or loss resulting from action taken or not taken by the Contractor while the vessel is under the Contractor’s care or in the Contractor’s possession shall be restored by the Contractor at his/her own expense. Should any portion of the vessel’s structure require alteration in order to carry out the work, even though not specifically mentioned herein, the Contractor shall make such alterations. The Contractor shall provide workboat services to move M/V Robert McKelvey from Meldahl Locks and Dam to dry-dock and return to Meldahl Locks and Dam once work is completed. The Contractor shall take the necessary precautions to prevent delays and damages that may result from weather. This may include, but is not limited to, draining lines and constructing temporary cover. The shore power cable shall be provided with the boat. The Contractor shall provide all shore power necessary to protect the vessel’s systems. The Contractor shall have all work completed by 1 May 2017.

2. DETAILED REQUIREMENTS. The repairs required on M/V Robert McKelvey, include but are not limited to:

(1) The vessel shall be dry-docked at the site where repairs are to be made prior to commencement of the repair work herein specified. The Contractor shall be responsible for properly positioning the supporting blocks so that the vessel will not be damaged according to the attached docking plan drawing #571-D170-01. The blocks shall be set to bear on frames or bulkheads of the hull and the vessel shall be supported with the bottom of the hull at least 42 inches above the floor of the dry-dock. The Contractor shall maintain his dry-dock and/or other places where work under this contract is being performed, clean and free of expended blasting abrasives, scrap metal, water, scrap lumber, and other debris. All air hoses, water hoses, and electrical extension cables on or about the vessel shall be arranged in a neat, orderly and workman like fashion.

(2) Brush-off Blast Clean the entire vessel below the deck according to SSPC-SP7. Remove all loose mill scale, loose rust and other detrimental foreign matter. Notify the Contracting Officer when this work has been complete so a technical inspection can be performed prior to continuing work. Cover all windows to protect from blast media and paint overspray.

(3) Repair the rust pitting on the hull. Weld fill all pits having a depth of 3/32” and greater. Hull areas with high concentrations of rust pits (rust pit concentration areas greater than 25% of the surface area in a 2’ x 2’ area) must be repaired by cutting out the existing metal and welding new metal into the hull. Replacement material must be of comparable size and thickness of the original. Estimate up to 500 pits to be welded and 2 square feet hull plate replacement; once the vessel is on dry-dock an assessment will be performed by the Government representative.

Variations in work requirements shall be adjusted by contract modification.

(4) All welds shall conform to AWS D 1.1(2006) Structural

Welding Codes; Steel.

(5) Once the rust pits are filled with weld, grind them smooth with the exterior of the hull.

(6) Furnish and install 12 each magnesium anodes distributed evenly throughout the exterior of the vessel hull. Anodes shall be equal to MG-5 Launch 5 LB Magnesium Anode with Plastisol Coating.

(7) Remove, replace and paint grid cooler screens. Inspect and pressure test grid coolers.

(8) Clean all bilges and fuel tanks by washing. Properly dispose of all debris, and/or oil related residues related to this operation.

(9) Provide services of a Marine Engineer to test and certify the existing Fire Suppression System in accordance with 46 CFR 27.203 (a) through (f) and 46 CFR 76.15 respectfully.

(10) Inspect rudders and document condition. Notify the

Contracting Officer when this work has been complete so a technical inspection can be performed prior to continuing work.

(11) Inspect all ballast tanks and document interior condition.

Provide photographs of any paint failure and/or existing corrosion. The Contractor shall inspect all interior compartments of the boat and document the condition. The Contractor shall submit a detailed report including location and photographs of each notable breach in the interior paint coating, structural damage and excessive corrosion point.

The Contractor shall submit the condition report within 10 days aft the boat has been delivered to the Contractors facility and shall include a proposal for any repairs necessary to protect the structural integrity of the boat.

The Government shall determine if an additional modification shall be pursued based on the condition report, physical inspection and reasonableness of the proposal and availability of funding.

(12) Remove propeller shafts; the shaft seal is equipped with stuffing glands which are the heavy duty water lubricated stud type stuffing box with a rope seal, drain and cooling/flushing water connections. Check shaft for straightness and notify the Contracting Officer if the shafts are not straight. Once the Contractor notifies the Contracting Officer about the condition of the propeller shaft, they shall not continue work on the propeller shafts until directed to do so. Check the cutless bearings for wear and provide the wear measurements to the Contracting Officer’s Representative. Supply and install new Thordon drip-less shaft seals. Sandblast and paint the shafts (machined and bearing sections shall not be sandblasted or painted). The Contractor shall protect these surfaces from damage during the sandblasting and painting process). Paint the propeller shafts with two (2) coats of Carboguard 635 all-purpose marine epoxy coating system. The final color shall be black. Apply three (3) coats of Carboguard 635 at 4 to 8 mils per coat. Total coverage shall measure between 12 mils and 16 mils. Reassemble in accordance with manufacturer’s recommendations.

(13) Remove both propellers and have reconditioned.

(14) Remove main steering ram and flanking rudder ram and rebuild to at least the original manufacturer’s specifications.

After disassembly, inspect ram shafts for scarring, damage, or distortion. Notify the Contracting Officer when this work has been complete so a technical inspection can be performed prior to continuing work.

(15) Inspect both engines and gearboxes and document condition.

Notify the Contracting Officer when this work has been complete so a technical inspection can be performed prior to continuing work.

(16) Inspect entire vessel and provide the Government with a list of necessary changes required to meet all current Coast Guard Standards.

(17) Remove the name “Belleville” and replace with “MELDAHL L&D”.

(18) Prepare the vessel exterior surfaces below the main deck for painting by “Commercial Blast Cleaning” SSPC-SP6. The vessel before painting shall be free of all visible oil, grease, dirt, dust, mill scale, rust paint, oxides, corrosion products, and other foreign matter, except for staining.

Staining shall be limited to no more than 33 percent of each square inch of surface area and may consist of light shadows, slight streaks, or minor discolorations cased by stains of rust, stains of mil scale, or stains of previously applied paint. Before blast cleaning, visible deposits of oil or grease shall be removed by any of the methods specified in SSPC-SP1 or other agreed upon methods. For complete instructions, refer to Joint Surface Preparation Standard SSPC-SP6/NACE No. 3.

(19) Paint the entire barge exterior including the main deck and entire hull with two (2) coats of Carboguard 635 (or equal) all-purpose marine epoxy coating system according to the following Coating Color Schedule. Apply one additional coat of Carboguard 635 (or equal) coats over edges, cutouts and welds. All coats shall be at 4 to 8 mils per coat. Use contrasting colors for each coat and stripe coat. This includes the hull, the deck, and areas above and below the water line, railing, winches, toe knees and all deck fittings. All deck coatings shall include aluminum oxide non-skid additive to include the top of the pilot house.

Apply an additional coat of Carbothane 134 HG (or equal) above the water line plus additional paint needed to match the color requirements below. The final coating for the deck fittings, deck rail, etc. will require additional coats to obtain the desired final color. All decks coatings shall include aluminum oxide added to the epoxy to provide a non slip surface. The final coating color requirements are listed below.

COATING COLOR SCHEDULE

AREA COLOR

a. Hull Exterior & Toe Knees Black/17038

b. Hull Deck Deck Red/10076

c. Hull Markings, White/27880

d. Deck Fittings Yellow/13655

e. Vessel Interior White/27880

f. Life Ring Mounting Brackets Fire Red

g. Top of Gunnel White/27880

h. Deck Edge (4” wide) White/27880

Non-skid additive shall be added to the last coat on all deck areas including the pilothouse top. Piping Systems shall be stenciled with arrows to indicate direction of flow and shall be color coded with 3-inch wide bands to indicate type of service. Bands shall have a maximum spacing of twenty feet with at least two bands per compartment. The following colors will be used:

SYSTEM COLOR

Fuel Oil……………………………………………………..Orange Lube Oil……………………………………………………….Light Yellow Compressor Lube Oil………………………..Yellow Dirty Oil…………………………………………………….Brown Oily Water………………………………………………….Brown & Orange Potable Water………………………………………….Light Blue Chilled/Hot Water……………………………….Light Blue w/Black Stripe Bilge/Ballast………………………………………….Light Green Sanitary Flushing……………………………….Dark Green Cooling Water………………………………………….Light & Dark Blue Grey Water………………………………………………….Grey Black Water……………………………………………….Black Compressed Air……………………………………….Dark Blue Fire Main…………………………………………………..Red Halon……………………………………………………………..Red Oxygen…………………………………………………………….Orange w/Black Stripe Acetylene…………………………………………………….Black w/White Stripe

All items of machinery and equipment shall be painted with individual manufacturer’s standard colors. Painted surfaces damaged in handling and installing the equipment shall be repainted.

Deck fittings and lettering or numerals shall be over-coated (over the barrier coat) with a top coat of at least 4 mils.

The following areas shall not be painted:

Galvanized surfaces Internal surfaces of piping Stainless Steel Electrical cables Rubber Hoses Chrome Surfaces Brass/Bronze Surfaces Varnished Wood

3. MATERIALS AND WORKMANSHIP STANDARDS. This paragraph covers workmanship standards, and metalwork fabrication procedures applicable to the items of repair work specified herein.

a. Applicable Publications. The following publications of the issues listed below, but referred to thereafter by basic designation only, form a part of these specifications to be the extent indicated by the references thereto:

American Welding Society, Inc. (AWS).

A 2.4 (2007) Symbols for welding and nondestructive testing, including brazing

D 1.1 (2006) Structural Welding Code-Steel

b. Workmanship. Workmanship shall be of the highest grade and in accordance with the best modern practices to conform to the specifications for the item of work being furnished.

c. Quality Control. The Contractor shall establish and maintain a quality control system to assure compliance with contract requirements and shall maintain records of all quality control operations covered by these specifications. The Contractor shall provide continuous inspection of all operations for quality control and record the results for submitting to the Contracting Officer to show compliance with contract requirements.

d. Welding.

(1) General. Welding shall be by an electric arc-welding process and shall conform to the applicable provisions of AWS D1.1, Sections 1 thur 7, 9 and 10 unless otherwise specified or authorized.

Welding operators, welders and tack welders shall be qualified and requalified if necessary for the particular type of work to be done.

Qualification shall be in accordance with AWS D1.1, Section 5, (Coast Guard qualification acceptable). The Contractor shall certify by name the welders and welding procedures under which qualified. Prior qualification will be accepted if welders have performed satisfactory work under the code for which qualified within the preceding three months. The Contractor shall require welders and welding operators to repeat the qualifying tests when in the opinion of the Contracting Officer their work indicates a reasonable doubt as to proficiency.

Those passing the re-qualification tests shall be recertified. Those not passing shall be disqualified until passing. All expenses in connection with qualification and re-qualification shall be borne by the Contractor.

(2) Inspection. The Contractor shall maintain an approved inspection system and perform required inspections to assure compliance with contract requirements. Welding shall be subject to inspection by the Contracting Officer or his authorized representative to determine conformance with the requirements of AWS D1.1, the approved welding procedures and provisions stated in other sections of these specifications. The Contractor shall clean the welds of scale, slag, weld spatter, etc., in preparation for inspection. The Contractor shall ascertain that all welding conforms with the requirements and/or these specifications as to size, length, location, and positioning of members prior to welding, particularly members that are to be positioned into close contact for welding. The Contractor shall carefully examine each weld for surface defects, undercutting, lack of fusion, insufficient penetration, porosity, craters, cracks, gas pockets, etc., in the weld or base metal.

(3) Non-Destructive Examination. The Contracting Officer may require non-destructive testing of Contractor welds. If Contractor welds are to be non-destructively tested as required by the Contracting Officer, the Contractor shall make the necessary arrangements for the non-destructive testing by a recognized testing agency. If the welds are found to be satisfactory, the Government will pay the costs of the non-destructive testing. If the welds are found to be defective, the Contractor will be required to bear both the costs of the non-destructive testing and of the required rewelding.

All sections of welds found defective shall be chipped, cut, or gouged out to base metal and properly rewelded.

(4) Procedure. The Contractor may be required to prepare and submit for approval a complete schedule of welding procedures consisting of detailed procedure specifications to be used for each welded connection. The schedule shall conform to the provisions of AWS D1.1, Sections 2, 3, 4, 7, and 9 and applicable provisions of Section 10. Procedures shall be such as to minimize residual stresses, distortion and shrinkage. Approval of any procedure will not relieve the Contractor of the responsibility for producing a finished structure meeting all requirements of these specifications.

(5) Temporary welds. Temporary welds required for fabrication and erection shall be under the same controlled conditions described herein for permanent work. All temporary welds shall be made by welders qualified for permanent work as previously specified.

Temporary welds shall be removed after having served their purposes, and shall be ground flush with adjacent surfaces. All depressions shall be filled overfull with weld metal and the excess weld metal shall then be ground flush.

(6) Preheat. Preheating shall be performed as required by AWS D1.1, Sections 4.2 and 4.3 except that the temperature of the base metal shall be at least 70 degrees F. The weldments to be preheated shall be slowly and uniformly heated by approved means to the prescribed temperature, held at that temperature until the welding is completed, and then permitted to cool slowly in still air. Preheating temperatures shall be monitored by the use of suitable temperature-indicating sticks, liquids, or pellets, as manufactured by Tempil Corporation, Markal Company, Curtiss-Wright Corporation, and others.

(7) Filler Metal. The electrode, electrode-flux combination and grade of weld metal shall conform to the appropriate AWS specification for the base metal and welding process being used. The AWS designation of the electrodes to be used shall be included in the schedule of welding procedures. A controlled temperature storage oven shall be used at the job site as prescribed by AWS D1.1, Section 4.45 to maintain low moisture of low hydrogen electrodes.

e. Flame Cutting. Structural steel may be cut by machine-guided or hand guided torches instead of by shears or saws. Flame cutting of material other than structural steel shall be subject to approval by the Contracting officer. Where a torch is mechanically guided, on chipping or grinding will be required except as necessary to remove slag and sharp edges. Where a torch is hand guided, all cuts where the material is to be welded and the cuts will be exposed or visible shall be chipped, ground, or machined to sound metal. Where metal is not to be welded and where cuts will be exposed, burrs and rough edges only shall be removed. Where the torch is mechanically guided, flame gouging will be permitted in preparation for welding.

4. BLAST CLEANING AND PAINTING. This paragraph covers surface preparation and painting standards applicable to the items of repair work specified in paragraph 2 – Detailed Requirements.

a. Surface Preparation. Surface preparation of bare metal as well as tightly adhering coating will conform to manufacture’s recommendations unless specified differently in this document. Areas that might require blast cleaning in preparation for application of the paint system, for example but not limited to damaged coating, corroded metal, and bare metal, shall be performed in accordance with

Steel Structures Painting Council Specification SSPC-SP-6, for “Commercial Blast Cleaning”. Surfaces shall be dry at the time of blasting. Within eight (8) hours after cleaning, but in any event prior to the deposition or formation of any detectable moisture or corrosion, all blast cleaned surfaces shall be cleaned of dust and abrasive particles by brushing, vacuum cleaning, and/or blow-down with clean, dry compressed air, and given the first coat of paint.

Cleaning and painting shall be so programmed that dust or other contaminants from the cleaning process do not fall on wet, newly painted surfaces, and surfaces not intended to be painted shall be suitably protected from the effects of cleaning and painting operations. Prior to painting, abrasive particles, dust, water, and all other matter on the deck which might, in the opinion of the Contracting Officer, adversely affect the painting application, shall be removed to the satisfaction of the Contracting Officer.

b. Paint Requirements. Paint shall be delivered in sealed containers with labels to indicate manufacturer, contents, and any special instructions. Paints and painting materials shall be stored under cover and protected from extreme temperatures. Paints shall not be used if they have exceeded the closed shelf life or pot life recommended by the manufacturer. Additionally, paints shall not be applied in weather or humidity conditions not recommended by the manufacturer.

c. Application of Coatings. Surface preparation and paint application shall be in strict compliance with the coating manufacturer’s recommendations. The Contractor shall take particular care to insure that coating system requirements are met in all areas, especially those difficult to coat, such as flange undersides. All painting on both the interior and exterior surfaces below the main deck shall be accomplished prior to launching of the vessel. All requirements outlined in this specification are additional to the manufacturer’s recommendations and does not relieve the Contractor from meeting both the manufacturer’s recommendations along with the additional requirements outlined in this specification.

d. Coating System. The system is outlined in the attached Manufacurer’s specification for a Carbozinc primer, a two coat Carboguard 635 system, and Cabothane 134 HG top coat (or equal).

e. Inspection. Surface preparation and paint application will be inspected by the Contracting Officer for compliance with the provisions of this section. Blast-cleaned surfaces and each applied coat of paint will be examined for imperfections by the Contracting Officer.

5. SPECIAL CONTRACT REQUIREMENTS

Points of Contact for U.S. Army Corps of Engineers

Mr. Tyler W. Lester Engineer, OR-TM U.S. Army Corps of Engineers

502 8th Street Huntington, WV 25701 Telephone: 304-399-5045 Fax: 304-399-5333

Contractor and Government Equipment and Supplies The contractor shall furnish all personnel, equipment, transportation, disposal, supplies and materials to perform the work. No government equipment or supplies shall be used for this project. The Contractor shall provide Personal Protection Equipment to include steel-toed safety boots, hard hat, safety glasses, hearing protection, sleeved shirts, long pants, gloves and sunscreen.

Contractor Submittals. The successful offeror shall provide as a minimum the following documentation. All contractor submittals must be reviewed and accepted by the contracting officer or government designated authority prior to commencement of any work.

A. Invoice as stated on the contract award.

B. Man hour report at completion of work.

C. Warranty as stated in Performance Work Statement.

Damage Reports. All instances where Government materials, supplies, property, and/or equipment are damaged shall be reported immediately Chris Abshire, Chief of Marietta Repair Station. When the damage is caused by contractor employees, a written report of the incident and extent of such damage shall be submitted to Mr. Abshire within two

(2) work days (less weekends and holidays) of occurrence. For property damage accidents of $2,000 or more, the Contractor will complete and submit to Mr. Galish a copy of ENG 3394, which may be requested from project personnel or contracting office, if needed.

Contractor Employees’ Conduct and Competency. All contract employees shall conduct themselves in a proper manner at all times. The conduct of all employees is critical and will be closely monitored. Use of controlled substances or consumption of beer or alcoholic beverages by contract employees is strictly prohibited. The contractor may be required to immediately remove from the work site any employee of the Contractor who is incompetent or who endangers persons or property or whose physical or mental condition is such that it would impair the employee's ability to satisfactorily perform the work.

Contractor Invoice. Contractor shall submit its invoice to Mr.

Tyler Lester, Maintenance Section, U.S. Army Corps of Engineers, 502 8th Street, Huntington, WV, 25701.

Deficiencies. If the Contractor fails to perform, or if performance in any area is judged unsatisfactory, the Government will take corrective action. If any of the work does not conform to contract requirements, the Government may require the Contractor to perform the services again in conformity with contract requirements, at no cost to the Government.

6. SECURITY REQUIREMENTS

All Contractors and subcontractor employee(s) working on this contract who require access in and/or around any Huntington District facilities (i.e. flood control dams, locks and dams, etc.) shall receive authorization to be on our facilities based upon a favorable background investigation in accordance with “Homeland Security Presidential Directive 12: Policy for a Common Identification Standard for Federal Employees and Contractors” (HSPD 12). The Huntington District Security Management Office shall submit contractor(s) information in order to complete the background investigation and make a recommendation to the Contracting Office of an employee’s suitability for work on Government property. The Procuring Contracting Officer (PCO) has the right to deny any contractor or subcontractor employee from working on the contract based upon the results provided by the Huntington District Security Management Office of the background investigation. The Government, Contractor, and subcontractors shall not permit any employee(s) access to drawings, blueprints, records, photos, sites, or projects until the Huntington District Security Management Office has completed a review of such items and determined they can be released.

Contractors shall submit a complete investigation packet for each contractor and subcontractor employee to the Huntington District Security Management office within 10 working days after award of any contract, or prior to the individual being permitted unescorted access in or around all District facilities. The Contractor must also provide the following: (1) Name of the Contract Specialist with whom he/she is working, (2) Project Name, (3) Contract Number and (4) Task Order Number when applicable.

The documents listed below are required:

SF 85, Questionnaire for Non-Sensitive Positions (see http://www.opm.gov/forms/ to print form). FD 258, Contractor Fingerprint Card (one card for digital prints, two for ink prints) (NOTE: a trained/qualified individual must take prints, ORI block on the FD 258 must be USOPM000Z) (Contractor Fingerprint Cards (FD-258) may be obtained by Contracting Division by contacting the Huntington District Security Management office).

Contractor shall report any changes in personnel or at any time conditions change at least 5 working days prior to individual(s) need to have access to the site. The Contractor shall provide the same information as listed above for all new employees.

Following submission of paperwork, the Security Management Office will conduct an initial criminal check based upon the information provided.

If there are no issues, Security Management Office will make recommendations to the PCO or their Designated Representative. The Security Management Office cannot give approval due to unfavorable report(s). The Security Management Office shall coordinate with Office of Counsel and will jointly make recommendations to the PCO and/or the Designated Representative. The PCO will make the determination whether to allow the Contractor personnel to work on the site based on Security and Office of Counsel recommendations, and the PCO will advise Contractor of the decision.

FOREIGN NATIONALS

The Contractor shall provide the package listed above, as well as additional materials noted below for all Foreign Nationals. The Contractor is to expect additional time in the approval process for all Foreign Nationals due to the level of review and elevation of the review to Headquarters Staff to accomplish. All Foreign Nationals must comply with the following paragraph:

In accordance with Engineering Regulation 380-1-18, “Technology Transfer, Disclosure of Information and Contacts with Foreign Representatives” dated 1 August 1996, Section 4, all foreign nationals who work on Corps of Engineers’ contracts shall be approved by the Headquarters US Army Corps of Engineers (HQ USACE) Foreign Disclosure Officer before beginning work on this contract; this regulation includes subcontractor employees. The Contractor shall submit to the Security Management Office, the names of all foreign nationals proposed for performance under this contract, along with documentation to verify legal admittance into the United States at least 10 business days (excluding Federal holidays) prior to the requested work start date. Such documentation shall include at least one of the following a U.S. passport, Certificate of U.S. Citizenship (INS Form N-560 or N- 561), Certificate of Naturalization (INS Form N-550 or N-570), Alien Registration Card with photograph (INS Form I-151 or I-551), Employment Authorization Card (INS Form I-688A), etc.

All foreign government Requests for Visit Authorizations to the Department of Army organizations must be submitted at least ten business days (excluding Federal holidays) prior to the requested start date of the visit due to attempting to support, accommodate and approve the high number of short-fused Requests for Visit Authorizations (RVAs) received into the Foreign Disclosure Office on a daily basis.

In order to assure forms are properly completed, and to minimize time delays, Contractor is encouraged to work closely with the Security Management Office. The Government will return for correction incomplete forms, illegible forms, etc. which will delay the contractor / subcontractor from beginning work.

Holiday Moratorium - The Department of Defense traditionally imposes a moratorium on Requests for Visit Authorization (RVA's) during the December and January timeframes each calendar year. Where it is possible, the Contractor should avoid scheduling visits unless they are mission essential during this timeframe. The DOD Foreign Visits

System will be operational; however, Army foreign disclosure will only process RVA's designated as mission essential by the Contracting Officer. The only two exceptions to the 10 working day suspense requirement are (1) visits to the Army Secretariat and Army Staff, and

(2) visits deemed mission essential or time sensitive by the U. S.

Army. A waiver to the Office of the Deputy Chief of Staff, G-2 must be submitted to authorize the request.

Security requirements are subject to change in accordance with HSPD- 12, Office of Personnel Management, regulation or policy changes, etc.

The Government shall add any changes to security requirements by modification to the contract.

The Contractor shall contact the Security Management Office by phone, letter, or email at the following numbers/addresses:

CELRH-SM

502 Eighth Street Huntington, WV 25701

Sandra L. Hardwick, phone (304) 399-5612; email sandra.l.hardwick@usace.army.mil

Matthew D. Green, phone (304) 399-5294; email matthew.d.green@usace.army.mil The following must be completed:

Access and General Protection/Security Policy and Procedures – All contractor and all associated sub-contractors employees shall comply with applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representatives). The contractor shall also provide all information required for background checks or background investigation and to meet installation/facility access requirements to be accomplished by installation Provost Marshal Office, Director of Emergency Services or Security Office. Contractor workforce must comply with all personal identity verification requirements as required by DOD, HQDA and/or local policy. In addition to the changes clause of this contract, should the Force Protection Condition (FPCON) at any installation or facility change, the Government may require changes in contractor security matters or processes.

For contractors who do not require CAC, but require access to a DoD facility or installation. Contractor and all associated sub-contractors employees shall comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index (NCIC-III) and Terrorist Screening Database (TSDB) (Army Directive 2014-05 / AR 190-13), applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative, as NCIC and TSDB are available), or, at OCONUS locations, in accordance with status of forces agreements and other theater regulations.

E-Verify. The Contractor must prescreen Candidates using the E-verify Program http://www.dhs.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 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 three (3) business days after the initial contract award.

SECURITY INFORMATION SHEET

Full Name __________________________________________ Date of Birth________________________________________ City and State of Birth__________________________________

SSN __ __ __ __ __ __ __ __ __

Country of Birth_______________________________________ US Citizen (circle one) Yes or No Email Address_________________________________________ Phone Numbers Primary __ __ __ __ __ __ __ __ __ __ Secondary __ __ __ __ __ __ __ __ __ __

Supervisor Full Name_____________________________________ Supervisor Email Address__________________________________ Supervisor Phone Number_________________________________

QUALITY ASSURANCE SURVEILLANCE PLAN (QASP)

U. S. Army Corps of Engineers Huntington District Operations Division

Maintenance Section, CELRH-OR-TM

Dry Dock and Repair of the Motor Vessel McKelvey

1. SIGNATURE SHEET

a. Plan Prepared by:

Tyler W. Lester Maintenance Engineer, OR-TM

2. BACKGROUND INFORMATION

a. Office Name: CELRH-OR, Operations and Readiness Division

Description: The work to be performed under this contract consists of furnishing all labor and equipment necessary to dry dock and repair the Motor Vessel McKelvey.

3. PURPOSE AND SCOPE This plan establishes the specific quality assurance activities for the subject contract. This plan shall be reviewed and updated as necessary by the COR.

Period Covered: During the Life of the Contract

4. STAFFING QA oversight staffing will include team members from the Huntington District Maintenance Section.

5. QA SURVEILLANCE RESPONSIBILITIES.

Contracting Officer (KO) Assigned KO: Ginny M. Morgan Organization or Agency: CELRH-CT Telephone: 304-399-5963 Email: Ginny.M.Morgan@usace.army.mil

Contracting Specialist Assigned: Karen L. Simmons Organization or Agency: CELRH-CT Telephone: 304-399-5182 Email: Karen.L.Simmons@usace.army.mil

Contracting Office Representative (COR) Assigned COR: Tyler W. Lester

Organization or Agency: CELRH-OR-TM Telephone: 304-399-5045 Email: Tyler.W.Lester@usace.army.mil

Shop visits shall be conducted during the repair to the workboat as described in the Contract Specifications.

This Contract shall cover the Shop drawings of all details and complete equipment data shall be submitted to the Contracting Officer for approval in accordance with paragraph, SHOP DRAWINGS, prior to initiating fabrication. Reference drawings are provided to demonstrate size and general construction information of the existing components but are not necessarily intended to be fabrication details.

The Contractor shall establish and maintain a quality control system to assure compliance with the contract requirements and shall maintain records of quality control of all operations covered by these specifications. Quality control records shall be made available within 3 days of written request to the Contracting Officer

6. DEFINABLE FEATURES OF WORK. The following features of work have been identified for this contract:

6.1 The rehabilitation work may include, but is not limited to such items as welding structural cracks and defects, replacing bushings, machining shafts and bushings, installing sleeves on shafts, sandblasting to white metal, painting, replacing bolted on rubber seals.

6.2 Surveillance Matrix

The Surveillance Matrix (Appendix 1) is the list of performance objectives and standards that must be performed by the contractor. This matrix details the method of surveillance the COR will use to validate and inspect these performance elements. Inspection of each element will be documented in the COR file.

Performance objectives define the desired outcomes. Performance Standards define the level of service required under the contract to successfully meet the performance objective. The inspection methodology defines how, when, and what will be assessed in measuring performance.

The Government performs surveillance, using this QASP, to determine the quality of the contractor’s performance as it relates to the performance element standards. The Performance Requirement Summary (PRS) should be used to form the foundation of the COR’s inspection checklist.

6.3 Performance Rating Definitions

In evaluating the quality of contractor’s performance, the following performance ratings may be used.

Performance

Rating

Criteria

Excellent / Outstanding

Performance meets contractual requirements and exceeds many to the government’s benefits. The contractual performance of the element or sub-element being assessed was accomplished with no problems and contractor actions were highly effective.

Very Good Performance meets contractual requirements and exceeds some to the government benefits. The contractual performance was accomplished with few minor problems for which corrective actions taken by the contractor were effective.

Good Performance meets contractual requirements. The contractual performance contains some minor problems for which corrective actions taken by the contractor were satisfactory.

Marginal Performance does not meet some contractual requirements. The contractual performance reflects a serious problem for which the contractor has not yet identified corrective actions. The contractor’s proposed actions appear marginally effective or were not fully implemented.

Unsatisfactory Performance does not meet most contractual requirements and recovery is not likely in a timely manner. The contractual performance contains serious problem(s) for which the contractor’s corrective actions appear or were ineffective.

7 Performance Reporting

7.1 Performance Assessment Report

7.2 Customer Complaint Form

7.3 Corrective Action Report (CAR)

Appendix 1 - Surveillance Matrix

Inspection Metrologies:

M1: Inspection of Reports. All reports shall be reviewed upon receipt. The reviewer will report any flaws in the document and categorize the flaws (Editorial, Format, and/or Substance).

PWS

Paragraph

Performance Objective / Elements

Standards

/ AQL

Inspection Calculation / Ratings What How/ Method When/

Freq

3.1 Performance Objective (PO1) Rollup assessment of Performance

Elements, to develop an overall rating for this objective.

3.1.1 PE 1 for PO 1 From

Roadmap:

CDRL

XYZ

Complaints Feedback

X-Ref to description of methodology:

M1 e.g.: As Delivered

3.1.2 PE 2 for PO 1

CORRECTIVE ACTION REPORT (CAR)

(If more space is needed, use reverse and identify by number)

1. CONTRACTOR

2. CONTRACT NUMBER

3. TYPE OF SERVICES

4. FUNCTIONAL AREA

5. SUSPENSE

DATE

6. CONTROL

NUMBER

7. DEFICIENCY MAJOR MINOR

FINDING:

FINDING IMPACT:

Please respond with a written corrective action plan that details the corrective action of the cited deficiency, the cause of the deficiency, and actions taken to prevent recurrence by Suspense Date in Block 5. If date was not entered in Block 5, the contractor is not required to provide a response.

8. QUALITY ASSURANCE PERSONNEL (COR)

TYPED NAME AND GRADE

SIGNATURE AND DATE

9. ISSUING AUTHORITY

TYPED NAME AND GRADE

SIGNATURE AND DATE

10. COR RESPONSE TO CONTRACTOR CORRECTIVE ACTION AND ACTION TAKEN TO PREVENT

RECURRENCE

11. COR DETERMINATION

ACCEPTED REJECTED

12. CLOSE DATE

PERFORMANCE ASSESSMENT REPORT (PAR)

(If more space is needed, use reverse and identify by number)

1. CONTRACT/TASK ORDER

NUMBER

2. CONTRACTOR 3. TYPE OF SERVICES

4. QUALITY ASSURANCE PERSONNEL (COR) SIGNATURE

AND DATE

5. COR PHONE 6. SUSPENSE

DATE

I. PERFORMANCE

7. DEFICIENCY (CHECK ALL BOXES

THAT APPLY)

NEW

REPEAT

NO DEFICIENCY NOTED

8. SERVICES SUMMARY or PWS PARAGRAPH

ITEM REVIEWED

9. BRIEF DESCRIPTION OF DEFICIENCY (IF

DEFICIENCY BOX WAS CHECKED)

10. DETAILED PERFORMANCE ASSESSMENT

II. CONTRACTOR VALIDATION

11. CONTRACTOR REPRESENTATIVE

CONCUR NON-CONCUR

12. CORRECTIVE ACTION ESTIMATED

COMPLETION DATE

13. CONTRACTOR REPRESENTATIVE CORRECTIVE ACTION AND PREVENTION OF RECURRENCE

OR REASON FOR NON-CONCURRENCE OF COR CITED DEFICIENCY

III. ACTION CORRECTED

14. CONCUR NON-CONCUR COR SIGNATURE AND DATE

15. COR REMARKS (REQUIRED)

6. CONTRACTOR REPRESENTATIVE REMARKS

DELIVERY INFORMATION

CLIN DELIVERY DATE QUANTITY SHIP TO ADDRESS UIC

0001 01-MAY-2017 1 MELDAHL LOCKS AND DAM

2443 US 52

FELICITY OH 45120-9717

FOB: Destination

H1R0RI0

CLAUSES INCORPORATED BY REFERENCE

52.203-18 Prohibition on Contracting With Entities That Require

Certain Internal Confidentiality Agreements or Statements-- Representation

JAN 2017

52.204-7 System for Award Management OCT 2016…