Solicitation_W912BU-17-R-0065.pdf

SEE ADDENDUM

(No Collect Calls)

W912BU17R0065 30-Aug-2017

b. TELEPHONE NUMBER

215-656-6894

8. OFFER DUE DATE/LOCAL TIME

03:00 PM 14 Sep 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 X 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.

W912BU9. ISSUED BY

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

7. FOR SOLICITATION

INFORMATION CALL:

a. NAME

KECIA M BLACKWELL

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

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

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

W25PHS71707899A

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

17a.CONTRACTOR/ CODE FACILITY

OFFEROR CODE

US ARMY ENGINEER DISTRICT, PHILADELPHIA

CONTRACTING DIVISION

WANAMAKER BUILDING

100 PENN SQUARE EAST

PHILADELPHIA PA 19107-3390

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 9624C5 16. ADMINISTERED BY

12. DISCOUNT TERMS11. DELIVERY FOR FOB DESTINA-

TION UNLESS BLOCK IS

MARKED

SEE SCHEDULE

14. METHOD OF SOLICITATION

RFQ IFB RFPX

OPS PHYS SB-FT MIFF DISTRIB

FORT MIFFLIN DIST. CNTR U.S. ARMY RESERVATION

LIN

PHILADELPHIA PA 19153

TEL: FAX:

FAX:

TEL: SERVICE-DISABLED

VETERAN-OWNED

SMALL BUSINESS

8(A)

HUBZONE SMALL

BUSINESS

SIZE STANDARD:

1,250

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.

WOMEN-OWNED SMALL BUSINESS (WOSB)

ELIGIBLE UNDER THE WOMEN-OWNED

SMALL BUSINESS PROGRAM

EDWOSB

32g. E-MAIL OF AUTHORIZED GOVERNMENT REPRESENTATIVE

SOLICITATION/CONTRACT/ORDER FOR COMMERCIAL ITEMS

(CONTINUED)

PAGE 2 OF79

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.

Section SF 1449 - CONTINUATION SHEET

CONTRACTING AUTHORITY

Only a warranted Contracting Officer (either a Procuring Contracting Officer (PCO), or an Administrative Contracting Officer (ACO)), acting within their delegated limits, has the authority to issue modifications or otherwise change the terms and conditions of this contract. If an individual other than the Contracting Officer attempts to make changes to the terms and conditions of this contract you shall not proceed with the change and shall immediately notify the Contracting Officer.

SYSTEM FOR AWARD MANAGEMENT REGISTRATION: All contractors are required to register in the System for Award Management (SAM) database before an award can be made.

Contractor’s can obtain information on registration and annual confirmation requirements by calling 866-606-8220 or via the Internet at https://www.sam.gov/portal/SAM/#1

In accordance with FAR 52.204-10, “Reporting Executive Compensation and First-Tier Subcontract Awards,” contractors are required to report information on subcontract awards for all awards over $30,000.00. The contract shall follow the instructions and report the required information at http://www.fsrs.gov. The contractor is responsible for notifying its subcontractors that the required information will be made public.

Contractors who receive a federal contract in excess of $100,000.00 are required by legislation (FAR 22.1310(b)) to submit an annual VETS-4212 Report on your employment of targeted veterans. Information on submitting your report may be obtained by calling 1-866-237-0275 or by accessing the following internet web site: http://www.dol.gov/vets/vets4212.htm.

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Job

CHERNESKI OVERHAUL

FFP

The major work scope includes dry docking and repairs to the SURVEY BOAT CHERNESKI as outlined in the scope of work.

FOB: Destination

PURCHASE REQUEST NUMBER: W25PHS71707899A

NET AMT

PRICING SCHEDULE

QTY UNIT UNIT

PRICE

AMOUNT

0001AA H-101 Drydocking 35 DY $ $

0001AB H-102 Utilities and Services 35 DY $ $ 0001AC H-201 Hull Painting 1 JB $ $ 0001AD H-202 Misc Deck & House

Repairs

1 JB $ $

0001AE H-203 Transducer Assist 1 JB $ $ 0001AF H-204 Audiogaging 1 JB $ $ 0001AG M-101 Main Engine Service 1 JB $ $ 0001AH M-102 Main Engine Alignment 1 JB $ $ 0001AI M-103 Misc Engine Dept

Repairs

1 JB $ $

0001AJ M-901 Misc Maintenance - A.

LABOR (If Directed)

100 HR $ $

0001AK M-901 Misc Maintenance - B.

MATERIALS (If Directed)

100 HR $ $

0001AL M-901 Misc Maintenance - C.

BURDEN CHARGES

(INSERT % RATE)

1 % Rate ________%

TOTAL (CLINs 0001AA – AL) TOTAL $ _________

INSPECTION AND ACCEPTANCE TERMS

Supplies/services will be inspected/accepted at:

CLIN INSPECT AT INSPECT BY ACCEPT AT ACCEPT BY

0001 N/A N/A N/A Government

DELIVERY INFORMATION

CLIN DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

0001 35 dys. ADC 1 OPS PHYS SB-FT MIFF DISTRIB

FORT MIFFLIN DIST. CNTR U.S. ARMY

RESERVATION

LIN

PHILADELPHIA PA 19153

FOB: Destination

9624C5

SUBMISSION REQUIREMENTS

The contractor must meet or exceed the requirements as specified in the Scope of Work (SOW).

Responsive Quote Submission Checklist: Offeror's Initials of Items

Included in Submission:

1. Signed SF1449 – Blocks 17 and 30 and any Amendment(s) if applicable (SF30 Signed and Dated – Block 15). _______

2. Price Schedule: Unit price and Amount. _______

3. Contractor completed Certifications and Representations per FAR Clause 52.212-3 (or https://www.sam.gov/), 52.204-7, 52.204-20, and 52.209-11. _______

4. Literature, brochures, or other data illustrating experience in hauling and overhualing aluminum hulled vessels of at least 35 feet in length with in the past five (5) years _______

SUBMISSION

In order for a quote to be considered responsive, the contractor must submit the information listed above electronically to kecia.m.blackwell@usace.army.mil by the date and time specified in Block 8 of the Standard Form 1449. Include the solicitation number W912BU-17-R-0065 in the email subject line. Electronic submission is required; however, if the offeror prefers to submit their quotes via mail, the shipping address is listed below. Facsimile (FAX) proposal responses are NOT accepted.

Department of the Army Corps of Engineers – Philadelphia District Attn: CENAP-CT-S, 17-R-0050, Kecia M. Blackwell 100 Penn Square East Wanamaker Building, 6th Floor Philadelphia, Pa 19107-3390

All quotes must be received by the date and time specified in Block 8 of the SF 1449.

SCOPE OF WORK

TP TECHNICAL PROVISIONS

TP-1 SCOPE OF WORK

The contractor shall furnish all engineering, design, labor, services, equipment, parts and materials and perform the drydocking and repairs to the SURVEY BOAT CHERNESKI listed in this contract.

Drawings, equipment or materials to be furnished by the Government will be specifically listed in the appropriate contract clause. Unless specifically listed, the contractor shall assume no drawings, equipment or materials will be furnished by the Government and shall bid accordingly.

TP-2 DEFINITIONS

The following definitions are applicable to phrases and acronyms used throughout this contract:

Contracting Officer (KO) - A person with authority to enter into, administer, and/or terminate contracts and make related determinations and findings.

Contracting Officer's Representative (COR) - A member of the Philadelphia District contract management and quality assurance team authorized by the Contracting Officer to perform administrative and managerial duties. A copy of the COR's authority letter will be furnished to the Contractor at the time of award.

Government Furnished Equipment (GFE) - Equipment, materials, parts, supplies, or components furnished by the Government to the contractor for installation on the vessel.

USACE - Acronym for the U.S. Army Corps of Engineers.

PSBr - Acronym for the Physical Support Branch of the Philadelphia District

Corps of Engineers.

QC - Quality Control. Quality Control is a function of the contractor. Refer to clause E03.

QA - Quality Assurance. Quality Assurance is a function of the Government.

ABS - Acronym for the American Bureau of Shipping USCG - Acronym for the U.S. Coast Guard.

CFR - Acronym for the Code of Federal Regulations.

ANSI - Acronym for American National Standards Institute.

OSHA - Acronym for Occupational Safety and Health Administration NFPA - Acronym for National Fire Protection Association

TP-3 STANDARDS

All design, engineering, modifications and repairs to the vessel shall be performed in accordance with the criteria set forth in the latest issues of the following standards:

U.S. Army Corps of Engineers, Publication No. EM 385-1-1, "Safety and Health Requirements Manual." Dated 30 November 2014.

American Bureau of Shipping (ABS) "Guide for Building and Classing High Speed Craft."

American Boat and Yacht Council (ABYC) - “Standards and Recommended Practices for Small Craft”

46 CFR Subchapter T – “Rules and Regulations for Small Passenger Vessels (Under 100 Gross Tons)” [46 CFR 175 - 185].

46 CFR Subchapter S – “Subdivision and Stability Regulations” [46 CFR 170

- 171].

United States Public Health Service (USPHS), Publication No. 393 "Handbook on Sanitation of Vessel Construction".

USCG, Navigation Rules - Inland/International.

Institute of Electrical and Electronic Engineers Standards, Publication No.

IEEE-45 - Recommended Practice for Electrical Installation on Shipboard.

Illuminating Engineering Society, "Recommended Practice for Marine Lighting."

National Electric Code (NEC).

Note that these standards apply only to the engineering, design and workmanship performed by the contractor as part of this contract including removals, accesses and other work performed by the contractor incidental to the work required by the contract.

TP-4 CERTIFICATION AND CLASSIFICATION

The vessel is not certificated by the USCG.

The vessel is not classed by the ABS.

It is not intended as part of this contract that any classification or certification be achieved.

TP-5 INSPECTIONS, TESTING AND TRIALS

The contractor shall provide and maintain inspection systems covering the work specified in this contract in accordance with the requirements

The contractor shall perform Tests, Trials and other operational performance demonstrations as required in Section E – ‘‘INSPECTION AND ACCEPTANCE’’ of this contract.

The contractor shall provide reasonable advance notice (not less than 1 full working day) to the COR prior to any testing or trials. If the COR, after having received such notification, is not present at the designated time and place for the inspection or test, the contractor shall proceed with the inspection or test. Untimely notification will result in postponement or repetition of the test. Lack of notification will require retesting. All delays caused by improper notification are the responsibility of, and to the account of, the contractor.

The contractor shall furnish a competent and authorized individual to witness and document the results of all inspections or tests.

TP-6 WORKMANSHIP AND CONSTRUCTION STANDARDS

A. GENERAL REQUIREMENTS FOR ACCESS

After careful planning and subject to the approval of the COR, the Contractor may cut and/or remove plating or framing members from the vessel for access to machinery, piping, wiring and equipment.

Under the same conditions, the Contractor may also remove piping, wiring, fixtures, fittings, etc., for access and clearance to perform required work.

At the completion of required work, all removals shall be replaced.

Replacement shall consist of returning the removed equipment, piping, wiring, structural members and plating to their original locations and reinstallation.

Where parts, components or equipment are damaged as a result of the removals, the contractor shall replace them in kind. Installations shall be in accordance with the original construction drawings or the referenced standards (Refer to TP-3). Fit and finish shall be restored and damaged paint shall be renewed. All removed equipment shall be tested as part of the Tests and Trials required in Section E of this contract. Any removals for access shall be temporarily supported if lack of such support could cause failure or damage to adjacent systems, distortion of adjacent framing or plating, or result in a safety hazard.

B. GENERAL REQUIREMENTS FOR HULL WORK

All new hull plating shall be fabricated from marine grade aluminum plate.

Due regard shall be paid to details in both the design and construction of all new and/or modified structures, to prevent structural discontinuities and other stress concentrations. Where openings must be provided in the structure, adequate compensation shall be provided by the contractor.

Watertight integrity of all bulkheads and decks shall be maintained.

Openings created by permanent removal or addition of piping, wiring or other materials shall be closed by means of watertight penetrations or insert plates of equal thickness flush-welded to the bulkheads.

All welds shall be ground flush and smooth.

Sections of stiffeners, beams, girders, etc., shall be welded to the bulkheads to maintain continuity of structure.

Openings cut into decks and bulkheads shall be adequately compensated by bounding bar to maintain original strength.

All watertight, oil tight and weather tight work shall be tested for tightness prior to painting. Testing procedures, other than hydrostatic testing, shall be submitted to the COR for approval. Submittals shall include complete particulars on the testing procedure(s) proposed and, if air testing is used, the method of controlling the air pressure. Water used for testing shall be potable quality to prevent contamination of the compartments and piping.

C. GENERAL REQUIREMENTS FOR FOUNDATIONS AND SUPPORTS

Suitable foundations shall be provided under all new units of machinery.

Foundations shall be built up of plates and structural shapes to the dimensions required for satisfactory support, and shall assure rigidity, freedom from vibration and designed for secure containment of the equipment in event of crash stops.

Where dripping water or oil can be expected, the top plates of foundations shall project beyond the edges of the bed plates or bases of units being supported and formed into spill containment/drip pans. Flat bars welded around the edges of the top plates may be used to retain any leakage. Valved drains shall be provided at the ends or corners of the pans to facilitate fluid removal or recovery.

Foundations shall extend beyond the equipment fore and aft or transversely to distribute the load and to avoid excessive weight concentrations.

Doublers, insert plates, girders, headers and stanchions shall be fitted and under-deck framing shall be reinforced to support units mounted on deck.

D GENERAL REQUIREMENTS FOR MATERIALS

All materials provided by the contractor shall be suitable for marine applications and shall be subject to approval of the COR.

All new hull plate or hull framing members shall be ASTM 5086 aluminum alloy.

Plates shall have temper H-117 and shapes shall have temper H-111.

Fasteners shall be AISI type 304 or 316 stainless steel.

All fasteners shall be installed using non-metallic gasket material when placed against an aluminum surface.

E GENERAL REQUIREMENTS FOR PIPING

All piping required in these specifications shall be designed and installed to obtain optimum operating conditions, and shall be compatible with the machinery or equipment serviced.

All piping, valves and fittings shall comply with material specifications of the design standards for that particular service.

Piping shall be led as directly. Piping shall include valves, unions and fittings.

Unions and flanges shall be provided to facilitate installation and subsequent removal.

Flexible connections to machinery components shall be provided where vibration may be anticipated.

Piping shall not pass over switchboards and be kept clear of switchgear, wiring, etc.

All work shall be templated from the vessel.

Piping shall be secured by supports and hangers so as to avoid excessive strains;

avoid the weight of the piping being transmitted to valves and fittings; minimize the effects of vibration, shock, pitching and rolling of the vessel; and permit proper thermal expansion and contraction. Provision may be made for expansion and contraction by changes in direction of pipe runs or by use of expansion bends, joints, loops or offsets.

Exhaust piping shall be welded for all sizes.

All burrs shall be removed from the ends of all piping after any cutting or threading. Pipe ends shall be dressed with a reamer before installation.

Valve type shall be consistent with the service. All valve materials shall be stainless steel.

An aluminum label plate shall be attached to the hand-wheel of all new valves to indicate its function.

Where pipes are carried through watertight bulkheads, decks or tank tops, the watertight integrity of the structure shall be maintained.

Heat sensitive materials shall not be used in piping systems which penetrate watertight subdivisions.

All fastenings used to connect valves to shell connections shall be of stainless steel.

Where dissimilar metals occur, the contractor shall insulate to prevent electrolytic action.

F GENERAL REQUIREMENTS FOR MACHINERY SYSTEMS

Where new machinery and equipment is to be installed, or when existing machinery and equipment is relocated, the contractor shall mount the items on foundations as specified elsewhere herein.

All fastenings, bolts, (fitted or otherwise) studs, nuts, washers, gaskets, etc., shall be installed using anti-seize compound furnished by the contractor unless otherwise specified.

Any defective or missing fasteners shall be renewed at Contractor's own expense.

Where detailed disassembly, assembly, or installation procedures appear in this specification, they are presented for the contractor's information and convenience in estimating the possible extent of the work to be done. The inclusion of these detailed procedures does not relieve the contractor of responsibility for doing all work necessary and in the proper manner for satisfactorily accomplishing the specified ultimate objective.

G GENERAL REQUIREMENTS FOR ELECTRICAL SYSTEMS

All electrical installations as set forth elsewhere in these specifications shall be in compliance with the referenced rules, regulations and standards, especially with regard to ambient and working temperature requirements. Electric cable shall be capable of handling the required amperage.

Electrical installations shall be such so as to eliminate the possibility of mechanical injury or damage from the accumulation of dust, oil, vapors, steam, dripping liquids, etc.

New cable runs shall be supported at intervals of not more than 18" apart where vertical and 14" apart where horizontal. Straps, hangers, and standoffs shall be aluminum with stainless steel fasteners. Plastic type straps are permitted only behind sheathing/paneling. No cable runs will be permitted below the deck-plates, except for bilge pump wiring. Cable penetrations, where required to be watertight, shall have approved kick-plates, stuffing tubes, etc.

All electrical supplies and/or installations to meet CFR 46, Subchapters J and T, as well as all applicable NEMA, NEC and ANSI standards.

H GENERAL REQUIREMENTS FOR HOT WORK

Prior to any hot work commencing in any compartment, the compartment shall be pumped dry, cleaned, and gas-freed in accordance with 29 CFR 1915, Occupational Safety and Health Standards for Shipyard Employment, and other applicable standards.

The COR shall be furnished a certificate stating that each compartment gas-freed by the contractor has been tested by an approved certified chemist or competent person and that the space is safe for burning and/or welding.

The contractor shall provide proper ventilation of spaces in which work is required or men are required to enter. Disposal of material accumulated during gas-freeing work shall be the responsibility of the contractor and shall be in accordance with all federal, state and local laws.

The contractor shall post and maintain a fire watch whenever any hot work is being performed. If work is being performed on a bulkhead, a fire watch shall be posted on both sides of the bulkhead.

I GENERAL REQUIREMENTS FOR WELDING

All welding under this contract shall be done only by welders who have successfully passed the qualifications test of the ABS, the U.S. Navy or the USCG for aluminum welding.

The contractor shall bear the expense of conducting these tests, and shall certify by name to the COR those welders who have successfully passed the prescribed tests. The contractor shall require any welder to repeat these tests when, in the opinion of the COR or his appointed representative, the work of the welder indicates a reasonable doubt of his efficiency. In such cases the welder shall be recertified as above.

The electrodes used throughout the work shall be suitable for use with the parent metal at each weld. Electrodes shall be received on the job in unbroken packages bearing the manufacturers' label or be otherwise marked. Certified statements shall accompany each shipment of electrodes to the effect that sample pieces, representative of each kind and size in each shipment, have satisfactorily passed the tests required by the ABS, the USCG, and/or the U.S. Navy for aluminum welding.

Welding in this contract shall be done using the MIG process. All welding shall be smooth, tight and free from undercuts, porosity, craters and gas inclusions.

Shell and deck butts and flush seams shall be back chipped or gouged to sound metal from the closing side before welding.

All sharp and/or rough edges shall be ground smooth and all weld spatter shall be removed.

All welds for temporary dogs used during modifications are to be ground smooth.

Assembly of all welded joints before welding shall be such as to secure proper gaps in butt welds and metal contact in fillet welds. Welding shall not be used to close openings larger than stipulated for each plate thickness by the ABS.

All watertight seal welds shall be of "bead" type; no "weave" welding will be permitted.

Welding procedures, as to direction, length and number and sequence beads shall be carefully planned to minimize distortion and locked-in stresses.

J GENERAL REQUIREMENTS FOR WORKMANSHIP

All parts of the work intended to join or bear upon others shall be cut or trimmed to fit neatly.

All faying surfaces shall be clean and smooth before bolting up. Shims or liners shall not be used for the purpose of overcoming a bad fit.

Lightening holes may be punched, sawn or sheared and all burrs and cutting slag shall be removed.

Weld spatter shall be removed from all plating and stiffeners.

All mounting holes shall be drilled and reamed. Holes in members having sharp curvature shall be avoided whenever possible.

All frames and longitudinals shall have limber holes and/or snipes of adequate size to allow water to flow to the lowest point of each compartment and to allow air to escape.

All joints or areas of connection between aluminum and dissimilar metals shall be properly insulated by gasket material.

All fastenings used for connecting aluminum shall be made of AISI type 304 or type 316 series stainless steel.

All labor shall be specifically skilled for each kind of work, thorough, first-class in every respect and under competent direction.

Where work of one trade joins, passes through or is on other work, there shall be no discrepancy or misfit when completed. In engaging one kind of work with another, marring or damaging of previously acceptable construction shall be cause for rejection.

K GENERAL REQUIREMENTS FOR PAINTING

The contractor shall seal off all ventilation, antennas, engine room, exhaust, tank and fan vents or openings, and all other intake or exhaust venting/piping and cover all zinc anodes, transducers, windows, propellers, propeller shafts, shaft bearings, rudders stocks, and other fixtures that could be damaged or introduce contamination into the vessel from the high pressure water washing, sandblasting, or painting.

All areas contaminated with grease, oil, lubricants or other foreign matter shall be cleaned with a solvent similar to DEVOE Devprep #88, 788-T-000.

Defective shell plate discovered during sandblasting shall be reported to the COR immediately.

The paint system shall be applied in strict accordance with the manufacturer's guidelines and recommendations, including time between coats, proper application equipment, thinning and disposal of excess paint and thinner and cleaning of equipment.

All painting underwater surfaces shall be completed and accepted by the COR prior to refloating the vessel.

The contractor shall furnish the COR with a thickness gauge suitable for use on aluminum to verify proper wet/dry film thickness.

All paints used in the performance of this work shall be within the manufacturer’s specified closed container and “pot” shelf life.

All overspray of any new paint onto existing finished surfaces shall be removed and all surface repaired to original condition.

Colors shall conform to Federal Standard 595, in accordance with the following schedule:

AREA COLOR AND FS595 NUMBER

Hull Exterior Black/17038 Deckhouse Exterior Old Ivory/13695 Decks & Housetop Deck Red/10076 Hull & Deckhouse Interior White/27880 Deck Fittings Yellow/13655 Hull Markings White/27880 Exterior Deck Coaming Striping Red/11136 Handrails & Stair Rails Black/17038 Antifouling 1st Coat Manufacturer Contrasting Color Antifouling 2nd Coat Manufacturer’s Red

L GENERAL REQUIREMENTS FOR DISPOSAL OF FLUIDS

All fluids, including, but not limited to, diesel fuel, lubricating oil, hydraulic fluid, antifreeze/coolant, bilge wastes, battery acid, penetrating and cutting oils, dye penetrants, and paint thinners removed from the vessel or generated by the contractor in the course of performing the required work shall be disposed of by the contractor in accordance with all Federal, State, Regional and Local laws, rules, regulations, and guidelines for the disposal of hazardous materials.

This also applies to any rags, clothing, equipment or other materials exposed or contaminated with such fluids.

M GENERAL REQUIREMENTS FOR CONFINED SPACES

The contractor shall comply with all requirements of Federal Law contained in 29 CFR 1910 and 29 CFR 1915 for entry into, monitoring of, rescue from and closure of confined spaces during the performance of the repair work performed as a part of this contract.

The contractor shall have a competent person on-site whenever any work is being performed in a confined space and shall post required certificates in the immediate vicinity of the confined space and maintain a log of all inspections and certificates.

The COR shall be provided with copies of the Gas-Free certificates and all competent persons logs as part of the overhaul record at the conclusion of the contract.

N GENERAL REQUIREMENTS FOR SAFETY

W912BU17R0065

The contractor shall comply with the requirements of EM 385-1-1, “U.S. Army Corps of Engineers Safety and Health Requirements Manual” throughout the contract period.

It can be found online at http://www.usace.army.mil/Safety- and-Occupational- Health/Safety-and-Health-Requirements-Manual/

The contractor shall maintain Safety, Fire, and Security programs as required by Section H of this contract throughout the contract period.

HULL SECTION ITEMS

H-101 DRYDOCKING

References: Drawing CH-H1-01, Outboard profile

Drawing CH-H1-03, Lines PLAN SHEET 1 OF 2 Drawing CH-H1-03; Lines PLAN SHEET 2 OF 2 S9086-7G-STM-010/CH-997; “Docking Instructions and Routine Work in Drydock” MIL-STD-1625; “Safety Certification Program for Drydocking Facilities and Shipbuilding Ways for US Navy Ships” NAVFAC DM-29.1; “Graving Docks, Design Manual 29.1”

Provide all labor, services and materials and perform the work required in this clause.

Provide a certified marine railway, or a certified synchro-lift, etc. and qualified personnel and necessary equipment to dock the vessel.

The Surveyboat CHERNESKI has the following principal dimensions:

Overall Length: 47 feet-8 inches Overall Beam: 15 feet-0 inches Molded Depth (midship): 7 feet-3 inches Displacement (loaded): 21 long tons Draft: 3 feet-0 inches

Proposals from bidders requesting the use of non-NAVSEA certified drydocking facilities shall be accompanied by the following requirements:

A current independent detailed engineering evaluation and analysis (within one calendar year) of the proposed facility supporting its structural integrity and verifying that it is structurally and operationally safe, signed by a Professional Engineer

A certificate signed by a person authorized to sign offers, verifying that the facility is presently safe

Engineering stability calculations in accordance with the above references verifying that the facility is presently safe

Use of a certified dockmaster, and a trained docking crew in accordance with the above references is required when using an uncertified docking facility

Provide and set blocks to support and distribute the weight of the vessel while out of water and to prevent movement of vessel. Blocks should provide for a minimum of 48-inches clearance under the hull.

NOTE: Due to the protruding transducer pod, no lifting point or blocking shall be done between Frames 5 and 7.

Haul the vessel out of water and set on the blocks. Participate in the joint docking inspection.

Immediately after drydocking the vessel, and before the hull and any marine growth has had a chance to dry, the entire hull from the keel to the top of the bulwarks shall receive a fresh water high pressure power wash at no less than 5000 psi.

Upon completion of all underwater related repairs and following the joint undocking inspection, return the vessel to the water.

All lay days, demurrage and other dock costs, including the costs of weekends and holidays, necessary to perform the repair work listed in this contract shall be included in the cost of this Line Item.

Estimate on 35 calendar days for dry-docking. Price per day.

H-102 UTILITIES AND SERVICES (UNIT PRICE)

The contractor shall provide all labor, materials, and equipment and provide, adjust and maintain utilities and services specified in this clause for the duration of the contract.

Services and utilities shall consist of the following:

Water: Furnish fresh potable water for filling water tank and deck wash down. Potable water shall be lead-free and meet local municipal water standards.

Provide certificate to COR indicating water to be safe for human consumption.

Shore Power: Provide necessary labor to connect, maintain and disconnect shore power service for initial hook-up, re-blocking and moving vessel to pierside. Provide electrical service for the duration of the repair period.

Shore power service to be 30 amps, 120/240 VAC, 60 Hz, single phase.

The vessel contains a number of components and systems that are sensitive to voltage fluctuations. The contractor shall be responsible for removal, repair or replacement, reinstallation and testing of electrical equipment which fails while the ship is in the contractor’s possession due to voltage surge or fluctuation.

The vessel shall be grounded to earth via a grounding conductor when operating on shore power. Ensure the vessel is galvanically isolated from the shore (earth), using a galvanic isolator or an isolation transformer. Application and installation of this device shall be in accordance with ABYC E-8.20.

Trash Removal: Provide receptacles, equipment and labor to collect and remove garbage and trash from the vessel. The trash bins shall be located near the gangway.

Gangway: Provide a gangway with safety net or ladder for access to and from the vessel.

Estimate on 35 calendar days.Price per day.

H-201 HUL L PAINT ING

The contractor shall furnish all necessary labor, materials (including all paints), services and equipment and prepare, power wash, and paint the hull of the Surveyboat CHERNESKI in accordance with the following specifications.

A. BLASTING

All blasting shall be done from above with the nozzles pointed down toward ground to prevent the spread of blast or water to the upper portion of the vessel.

Scaffolds, cherry pickers or other means shall be provided for use of personnel in blasting/power washing and painting.

Prior to abrasive blasting, precautions shall be taken to protect the hull, equipment, and machinery from flying sand, dust and water discharge. This also applies to blasting on other ships in the vicinity.

All open fans, vents, doors, hatches, antennas and wiring, windows, nameboards, castle, ship’s bell, electrical outlets, navigation lights, wipers, spot light, davits, winches, machinery and deck gear shall be sealed with plastic film or a suitable substitute prior to blasting and painting operations. As an option, equipment may be removed prior to blasting and reinstalled after the last coat of paint has dried.

Special care shall be taken to mask and fully protect the transducers, zinc anodes, and other underwater equipment against abrasion, damage, and painting.

Any damage to the vessel or its components due to lack of or improper painting/blasting protection shall be repaired to original by the Contractor at no additional cost to the Government. The Contractor shall contact the COR to inspect and approve the blasting/painting protection prior to the start of the blasting process. It shall be the responsibility of the Contractor to maintain the blasting/painting protection for the duration of the blasting/painting process. At no time shall this be a cause for extension of contract time or additional cost to the Government.

The areas of the freeboard and underwater hull of the vessel shall be blasted clean using dry sand, hydro blast or shot blast to a brush-off blast in accordance with Steel Structures Painting Council Specification SSPC-SP-7. Completely remove all oil, grease, dirt, rubber streaks, loose paint and foreign matter. All remaining and paint should be tight and the surface should be sufficiently abraded to provide good adhesion and bonding of paint. Blast overspray shall be kept to minimum so as to reduce the total amount of coatings to be renewed.

Any overspray of new paint shall be removed and all paint repaired to the original color scheme at no additional cost to the Government using the approved AMERON, E-Paint, or Sea Hawk paint system. The contractor shall monitor wind conditions to ensure that no sandblast or paint spray damages nearby vehicles or vessels; the Government will not be responsible for any damages incurred due to improper scheduling and monitoring of the blasting/painting process. The paint system applied in accordance with the manufacturer’s guidelines and recommendations.

B. PAINTING

The contractor shall proceed with painting the freeboard and underwater hull in accordance with the following specifications:

Conduct a visual inspection of the hull and identify areas that require additional blasting due to the anticorrosive system (primers) being disturbed or foreign material not removed by blasting.

Blast the freeboard areas requiring additional primer and apply 1 spot coat of

AMERON “Amercoat 385”, 6 mils wet/4 mils dry. Apply 1 spot coat of AMERON “Amercoat 450HS”, Black, 3.5 mils wet/2 mils dry on any affected area from the deep load line to the top of the bulwarks.

Apply 1 full coat of AMERON “Amercoat 450HS”, Black, 3.5 mils wet/2 mils dry to the entire freeboard

Estimate on 25% of total surface area above the waterline for additional blasting, and spotcoats of primer and top coat.

Blast the underwater areas requiring additional primer and apply 2 spot coats of

AMERON “Amercoat 385”, 6 mils wet/4 mils dry. Apply 1 spot coat of antifoulant paint while the second coat of primer is tacky.

Estimate on 25% of total underwater surface area for additional blasting, and spotcoats of primer and antifoulant.

After the above paint applications have dried, the underwater hull (from keel to deep load line) shall be painted with two full coats of antifouling paint, 7 mils wet/4 mils dry. The antifoulant paint shall be similar to E-Paint or Sea Hawk Smart Solutions, Black.

Lines shall be cut with a brush or roller, remainder may be sprayed.

All draft marks and vessel name shall be painted with one coat of white color paint, similar to AMERON “Amercoat 450HS”, White, 3.5 mils wet/2 mils dry.

H-202 MISC DECK AND HOUSE REPAIRS

The contractor shall provide all labor, materials and equipment and accomplish the following:

1. Remove the three overhead ceiling Marlite panels in the forward house to determine cause of leak and staining/molding above the centerline window. Remove/reinstall all interferences as required. Repairs will be covered under M- 901, Miscellaneous Maintenance.

2. Install and wire a Government Furnished FLIR Model M324S Camera and monitor with Government provided wiring in the house at a location near the helm. Ethernet and video cables will be GFM. 18AWG electrical wiring shall be contractor provided and wired to the breaker panel.

3. Replace the two exterior wire hand rails and portable rails with new contractor furnished 7x19 stainless steel railing (3/16”) with a protective white coating. Cable terminations shall be with cable turnbuckle and toggle jaw fittings similar to Fortune Rope & Metal Company. Estimate on 160 feet of wire railing for replacement.

4. Replace the flooring in the main cabin with Government Furnished flooring. Cut to install the new flooring, which will be similar to Floor Mat Company "Comfort Cloud" Foam Comfort Mats. Clean the deck prior to installation of new flooring.

Estimate on 180 Sq-Ft.

5. Troubleshoot for electrical interference, and verify the proper wiring for the LopoLights LED running lights.

H-203 MUL TI-BEAM ASSIST

The contractor shall provide all labor and material, and remove/reinstall the multi-beam transducer and velocity profiler located under the stairs in the main cabin for calibration.

Remove all compacted mud from the transducer well and hose clean. Calibration of the transducer will be handled by the government under a separate contract. Reinstall all removals using new contractor provided gaskets and sealant.

H-204 AUDIOGAGING

The Contractor shall perform ultrasonic thickness testing on the hull from the rub rail to the keel for the entire vessel.

Note: Prior to UT testing, provide, a copy of the testing certification and equipment calibration and documentation.

Measure the plate thickness on the vessel using 2 foot spacing. Record the thickness found at each spot, compare to original plate thickness and record percentage of deterioration.

Furnish to the Government Technical Representative two copies of a detailed report of the ultrasonic thickness reading, the original thickness, the percentage wastage and drawings indicating spot locations. Highlight all areas in excess of 25% wastage in red and 15-25% wastage in orange.

MACHINERY SECTION ITEMS

M-101 MAIN ENG INE SERVICE

Provide the services of an authorized Caterpillar service technician to perform service and maintenance on both CAT-C18 engines. The engine serial numbers are: Starboard side - C1J00287 and Port side - C1J00353. The previous maintenance was performed at 5000 hours in Dec 2014. The engines currently have 6500 service hours.

The contractor shall furnish all parts, equipment, labor, travel, material and inspection services necessary to inspect, service, and maintain the two Caterpillar C-18 engines as outlined in the OEM maintenance manual.

Replacements shall include, but not limited to, belts, crank case ventilation filter, jacket water regulator, zincs, sea water pump impeller, and all engine fluids, and filters.

Inspections shall include but not limited to the heat exchanger, condensate drain valves, engine mounts, starter, block heater, and hoses. Cleaning shall include the compressor housing and air filters. Adjust intake and exhaust valves, and injectors. Take fluid samples and provide results to the Government. Remove, clean, and test the heat exchanger and oil cooler core. Overhaul the top end of the engine.

Remove the aftercooler core and clean and test.

Remove, clean, and pressure test the reduction gear transmission oil heat exchangers located on the main engines.

M-102 MAIN ENG INE ALIGNM ENT

The contractor shall provide all labor, materials and equipment to accomplish a check and adjustment of the shaft alignment.

Prior to hauling, inspect and verify engine alignment for a baseline reading. Shaft alignment shall include both alignment of the shaft to the shaft bearings, and also alignment of the reduction gear to the shaft.

Final gear to shaft alignment shall be performed with the vessel afloat. All alignment requirements of the gear and shaft bearing manufacturers shall be satisfied.

In addition, maximum misalignment across the coupling face may not exceed .005 inch per inch of coupling face diameter.

Torque to rotate the shaft, uncoupled, with bearings wet, and stuffing box loose shall be measured. Torque measured shall be compared to calculated torque using a coefficient of friction of .5 for wet cutlass bearings. Torque measured may not be more than 20% in excess of calculated torque.

Align the engines using the jacking bolts for proper alignment. Tighten the engine mounts to OEM specifications.

Once waterborne for at least 24 hours, inspect and verify engine alignment.

M-103 MISC ENGINE DEPARTMENT REPAIRS

The contractor shall provide all labor, materials and equipment and accomplish the following:

1. Remove, fabricate and install new engine exhaust riser brackets from the exhaust to the underside of the main deck for each engine

2. Weld aluminum angle iron on the transom the length of the elevated grating, and install portable bolted diamond plate protective covers along the top, aft and both sides of the steering ram frame. The existing grating will remain beneath the new plating. Seams shall be watertight with self-adhesive foam seal.

3. Replace the bilge/fire pump and motor in the starboard side engine room with a new GFM pump and motor unit. Make all electrical and piping connections. The new pump/motor unit is a Flomax P/N DUMP2010 with a 3HP motor.

4. Provide and install a new stainless steel sea suction screen cover, with stainless steel hardware, on the starboard main engine intake.

5. Provide and install a battery switch to disconnect the Negative side of the 24V battery banks. The new switch shall be located next to the other switches, stbd side, forward bulkhead of engine room.

M-901 MISCELLANEOUS MAINTENANCE (IF DIRECTED)

A. Provide the services of journeymen level mechanics, shipfitters, welders, inside and outside machinists, pipefitters, marine chemists, laggers & insulators, carpenters & joiners, electricians, laborers, burners, riggers, painters and all other shipyard trades to perform work to the ship's equipment for the entire duration of the repair period. Work items will be described in writing on a Government 2-Way Memo Form and shall be based on a joint survey with the contractor. Only the COR/Government Technical Representative is authorized to issue 2-Way memos. Work items will be priced and agreed upon prior to the initiation of any work. The contractor, in connection with any proposal he makes, or the Government requests for a change shall furnish a total, lump sum price together with a price breakdown itemized as required. Unless otherwise directed, the breakdown shall set forth separately the following:

(a) Materials: Quantity computations and materials pricing (support by invoices or price quotes or define as estimated).

(b) Labor: Provide manhours by trade as agreed upon by the Contracting Officer's Representative.

(c) Equipment: Define equipment to be employed and hours used, both effective and non-effective. If equipment is part of an overall markup or labor costs, define as such.

Provide rates used for equipment listed separately.

(d) Subcontract Costs: Contractor shall submit vouchers of the subcontractor's costs unless waived by the Contracting Officer's Representative.

(e) Miscellaneous: Any portions of the proposal for estimated costs for changes not covered in (a) to (e) above, shall be defined and set forth separately.

ESTIMATE ON 100 LABOR HOURS. PRICE PER HOUR.

For completion of 100 hours based on a STRAIGHT-TIME rate, will require adequate staffing and/or double shifts during the entire period. The HOURLY RATE bid for this item shall include overhead, profit, general and administration costs, and any additional costs or premium time incurred for second and third shifts, weekends, holidays and all travel costs, including insurance, travel to and from shop and work site in excess of one mile and night-differential. A single hourly rate will be paid for each 24- hour day.

The Contractor shall have available at the yard where the work is performed, an ESTIMATOR (or other authorized person) to survey any work that may be found necessary. The estimator shall be made available the same day that the additional work is found (including weekends) and shall submit an estimate of the cost for the within 24 hours.

B. NOTE: FOR BIDDING PURPOSES, material, services, and subcontractor costs involved in the maintenance and repair work performed shall be estimated on the basis of one-hundred percent (100%) of the total labor cost worked in paragraph (A)(1), above.

EXAMPLE: The material, services and subcontractor costs for 100 labor hours at $70/hour shall be $7,000.00.

Actual material and services costs will be paid on the basis of Contractor's purchase orders for required material. Copies of all purchase orders shall be furnished to the Contracting Officer's Representative. Estimate material and services price, as per paragraph (B), above.

All profit shall be based on the OCE weighted Guideline Method.

C. BURDEN CHARGES: The contractor shall insert in the space provided below and in Section B the percentage burden that will be charged when materials, subcontractor services, equipment rental and any other miscellaneous charge is activated under this Clause. This burden charge shall include profit, material handling, subcontractor handling, general and administrative charges, insurance, overhead and any other charges normally added onto these items. No other such charges or mark-ups will be allowed when activating work under this Clause.

The percentage amount to be charged by the contractor for any materials, subcontractor services equipment rental, and any other miscellaneous charges that are activated under this Clause shall be annotated in Section B. This rate shall remain in effect for the entire dollar amount of the material, services and subcontractor costs bid in Section B.

MASTER SHIP AGREEMENT

MASTER SHIP AGREEMENT

REQUIREMENT FOR MASTER AGREEMENT

NOTICE: Prior to the award of any contract under this solicitation the successful offeror will be required to enter into a "Master Agreement for Repair and Alteration of Vessels". Offerors with existing agreements from prior years and contractors that entered into the agreement prior to this solicitation need not comply with this clause; please submit your agreement number.

MASTER AGREEMENT FOR REPAIR AND ALTERATION OF VESSELS

1. This agreement is entered into this ____ day of _____________________ ,____, by the United States of America (the “Government”:) represented by _________________, the Contracting Officer, and ___________________________, a corporation organized and existing under the laws of the State of __________________________ (the “Contractor”).

2. The clauses in this agreement, shall be incorporated, by reference or attachment, in job orders issued under this agreement to effect repairs, alterations, and/or additions to vessels.

3. By giving 30 days written notice, either party to this agreement has the right to cancel it without affecting the rights and liabilities under any job order existing at the time of cancellation. The Contractor shall perform, under the terms of this agreement, all work covered by any job order awarded before the effective date of the cancellation.

4. This agreement may be modified only by mutual agreement of the parties. A modification of this agreement shall not affect any job order in existence at the time of modification, unless the parties agree otherwise.

5. The rights and obligations of the parties to this agreement are set forth in this agreement…