W912BU21B0003 3270 EEY Drydock.pdf

SEE ADDENDUM

(No Collect Calls)

W912BU21B0003 29-Apr-2021

b. TELEPHONE NUMBER

215-656-6774

8. OFFER DUE DATE/LOCAL TIME

01:00 PM 01 Jun 2021

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.

W912BU9. ISSUED BY

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

7. FOR SOLICITATION

INFORMATION CALL:

a. NAME

MICHAEL HUNTER

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

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 964702 16. ADMINISTERED BY

12. DISCOUNT TERMS11. DELIVERY FOR FOB DESTINA-

TION UNLESS BLOCK IS

MARKED

SEE SCHEDULE

14. METHOD OF SOLICITATION

RFQ IFB RFPX

ENSLEY ENGINEER YARD

KEITH BROMKE

2915 RIVER PORT RD

MEMPHIS TN 38109

TEL: 215-656-6861 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)

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)

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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.

W912BU21B0003

Section SF 1449 - CONTINUATION SHEET

STATEMENT OF WORK

Section B - Supplies or Services and Prices

PRICE BREAKOUT SCHEDULE

PRICE SCHEDULE

Planning, Scheduling, Engineering, Construction, Testing, and Delivery of a Floating Dry Dock for the Corps of Engineers, Memphis District for use in support of its maintenance mission on the inland navigation system, in accordance with the attached specifications.

ITEM UNIT TOTAL

NUMBER ITEM

QTY.

UNIT PRICE PRICE

0001 FLOATING DRY DOCK (BASE)

0001AA PLANNING AND SCHEDULING (The submittals required for

Planning and Scheduling are listed in contract Clause H02.).

This item is initiated only by a Notice to Proceed issued by the Contracting Officer.

1 JOB XXXX $ _________

0001AB ENGINEERING (The submittals for “Engineering” are listed in contract Clause H02.). This item is initiated only by a Notice to Proceed issued by the Contracting Officer. The Contractor may not start this item until he receives a Notice to Proceed for this item.

1 JOB XXXX $_________

0001AC CONSTRUCT AND TEST (The submittals for “Construct and Test” are listed in contract Clause H02.). This item is initiated only by a Notice to Proceed issued by the Contracting Officer.

The Contractor may not start this item until he receives a Notice to Proceed for this item.

0001AD DELIVER (The submittals for “Deliver” are listed in contract Clause H02.). This item is initiated only by a Notice to Proceed issued by the Contracting Officer. The Contractor may not start this item until he receives a Notice to Proceed for this item.

TOTAL BASE ITEMS 0001AA-0001AD

OPTIONS

0002 ADDITIONAL CAPSTANS This item initiated only by a Notice to Proceed issued by the Contracting Officer. The Contractor may not start this item until he receives a Notice to Proceed for this item.

TOTAL Base (0001) $____________ TOTAL Option (0002) $____________ TOTAL Base plus Option $____________

INSERT LOCATION OF THE FACILITY WHERE THE WORK WILL BE PERFORMED:

The Government may reject an offer as non-responsive if it is materially and mathematically unbalanced as to price for any offered item or combination of offered items. An offer is unbalanced when it is based on prices significantly less than cost for some work and prices, which are significantly overstated for other work.

NOTE:

Option CLIN 0002: This option may be exercised within 90 calendar days after Notice to Proceed for CLIN 0001. Exercising the option does not extend the period of performance.

C000 GENERAL

C001 PROJECT OVERVIEW

The Marine Design Center (MDC) of the U.S. Army Corps of Engineers (USACE) has issued this solicitation to retain contractor services to construct, test, and deliver a new dry dock. The completed vessel will be placed in service at the

Ensley Engineer Yard with the Memphis District of the U.S. Army Corps of Engineers and will be used by the District in support of its maintenance mission on the inland navigation system.

The completed vessel will be ABS classed.

C002 CONTRACT OVERVIEW

For this contract, the contractor shall include, as a minimum, all costs to provide and deliver the following:

• Using the contract and reference drawings provided in the procurement package, complete the design for production and fabrication of the dry dock.

• Fabricate one dry dock in accordance with the specifications of this contract.

• Test all dry dock related equipment, systems, piping, and electrical systems.

• Obtain ABS Class for the dry dock.

• Deliver the completed dry dock to a designated location.

• Final Acceptance Demonstrations at the Corps’ designated point of Final Acceptance of the completed floating dry dock.

C003 STANDARDS

The dry dock shall be designed and constructed in accordance with the latest edition and interpretations of the rules, regulations, and requirements and standards of the Legislation, Regulatory Agencies, and technical organizations listed as follows or as stipulated in the respective specification clause:

• American Bureau of Shipping (ABS) “Rules for Building and Classing Steel Floating Dry Docks”

• American Bureau of Shipping (ABS) “Rules for Building and Classing Steel Vessels for Service on Rivers and Intracoastal Waterways.”

• American Bureau of Shipping (ABS) “Rules for Building and Classing Steel Vessels”:

o Part 2 – Rules for Materials and Welding

• International Association of Classification Societies (IACS) Guide No. 47 “Shipbuilding and Repair Quality Standard.”

• 46 CFR Subchapter C – Uninspected Vessels. USCG inspection and certification is not required.

• 46 CFR Subchapter J – Electrical Engineering

• U.S. Army Corps of Engineers, Publication No. EM 385-1-1, “Safety and Health Requirements Manual.”

• U.S. Maritime Administration Schedule for Pipes, Joints, Valves and Fittings

• The National Shipbuilding Research Program (NSRP 0490), “Industrial Standards for Hull Structural

Penetration Design Criteria and Details.”

• Institute of Electrical and Electronic Engineers Standards, Publication No. IEEE-45 – Recommended Practice for Electrical Installations on Shipboard.

• Illuminating Engineering Society, “Recommended Practice for Marine Lighting”

• National Electric Code (NEC)

• Department of Defense Standard Practice, MIL-STD-1625D(SH), “Safety Certification Program for Drydocking Facilities and Shipbuilding Ways for U.S. Navy Ships”

C004 CLASSIFICATION & CERTIFICATION

• ABS CLASSIFICATION

The contractor shall be responsible for obtaining necessary regulatory body reviews and approvals, obtaining necessary inspections and surveys during construction and for the certification and classing of the vessel as follows:

• ABS classification for Maltese Cross ✠ A1 Floating Dry Dock.

• Statement of Fact:

o The pontoon deck is designed for loading as defined in Contract Drawing 863-B270-01 DOCKING

BLOCK ARRANGEMENTS & CONFIGURATIONS

Zone A: 22 feet – 6 inches OCL (port and starboard) and frames 2 to 26

• 20 short tons per foot of block width (transverse) and 33 short tons per foot of block length (longitudinal) Zone B: rest of pontoon deck

• 10 short tons per foot of block width (transverse) and 16 short tons per foot of block length (longitudinal)

• Review and Approve the Incline Plan; provide Surveyor attendance (See Clause C115)

• Review and Approve the Incline Results

The ABS project number is 4462169.

The recommended ABS point of contact is Mr. Bob Smith, who can be reached by phone, email or mail, at: (703) 519-9970, RSmith@eagle.org, or 1525 Wilson Blvd, Suite 625, Arlington, VA 22209.

When steel construction commences, the contractor shall coordinate with ABS to ensure the frequency of onsite inspections are not less than once every two weeks.

If the contractor intends to launch, test, operate or tow the dry dock “out of class”, the contractor must specifically advise ABS of such intent and incorporate any and all modifications required by that agency for such operation at no additional cost to the Government, and at no additional contract time. Any such modifications which, in the opinion of the COR, affects the arrangements, operability, or suitability of the vessel shall be removed from the vessel by the contractor at no additional cost or time and the vessel returned to new condition prior to Final Acceptance.

All costs associated with ABS design review and classification shall be to the contractor’s account.

• VESSEL OWNER & ADDRESS

For the ABS certificate of classification, the owner shall be listed as “U.S. Army Corps of Engineers, Memphis District”. The owner’s address of record shall be listed as:

US ARMY CORPS OF ENGINEERS – MEMPHIS DISTRICT

ENSLEY ENGINEER YARD

2915 Riverport Road Memphis, TN 38109

PHONE: (901) 487-8895

EMAIL: KEVIN.J.WOODS@USACE.ARMY.MIL

• ABS MY FREEDOM ENGINEERING MANAGER ACCESS & DISCLOSURE

The Marine Design Center (CEMDC) will be the “Owner’s Representative” on this project and all correspondence with ABS shall be made available to the COR. In order to facilitate the communication process and reduce the paperwork burden on all parties, the contractor, and all sub-contractors, shall utilize the ABS My Freedom Construct Engineering Manager Portal for all drawing submittals and correspondence. The contractor and all sub-contractors shall make the necessary arrangements with ABS to ensure that the Marine Design Center is granted the following Oversight Permissions for this contract:

• View project and drawing status

• View comments

• View transmittals

• Download approved drawings and review letters

• E-mail notification of approval

• E-mail notification of transmittal

• Status

• Disclaimer

The Marine Design Center’s ID/WCN number is 615255 and the point of contact with respect to the ABS Coordination/Engineering Manager Portal (02E) is Mr. Tim Keyser, Timothy.J.Keyser@usace.army.mil, phone: (215) 656-6171.

The contractor shall ensure that, as a part of its contract with ABS, the contractor authorizes ABS to disclose to and discuss with the Army Corps of Engineers any Rule or certification criteria issues, design assumptions and their impact on classification and certification, and any other technical considerations on which classification is to be based or which may affect future classification or certification of the vessel.

The contractor shall authorize ABS to provide the Army Corps of Engineers at its request with a copy of all correspondence related to classification, statutory certification or other compliance verification for which ABS is responsible as it is promulgated and initially distributed. This is to include drawings and other engineering work requiring ABS approval as well as correspondence generated which relates to such approvals, including all such correspondence dealing with vendors.

Upon request by the COR, the contractor shall request ABS to furnish the Government with the project comment list.

The list shall include open and closed technical and surveyor comments. The surveyor comments shall not only include comments generated during the drawing review process, but also comments generated by the ABS Surveyor during construction inspections. The comment list shall be sent directly from ABS to the COR via email as a .pdf file.

At the completion of the ABS review process, the contractor shall download all ABS “Eagle Stamped” drawings and provide them on a DVD to the Government in .pdf format.

• VESSEL REGISTRATION

The dry dock shall be delivered with a Builder’s Certification and First Transfer of Title (U.S. Coast Guard Form CG- 1261). The owner shall be as listed in part B of this section.

The dry dock shall be delivered with a Certificate of Documentation (COD) (U.S. Coast Guard Form 1270).

C006 VESSEL IDENTIFICATION & PRINCIPAL CHARACTERISTICS

• VESSEL IDENTIFICATION

mailto:Timothy.J.Keyser@usace.army.mil

The vessel to be acquired through this solicitation has been assigned the following name and Marine Design Center hull and project numbers:

MDC Hull Number 863 MDC Project Number 3270 Vessel Name TBD

The vessel name has not been selected at this time. For the purpose of initial documents and drawing preparation, the title used shall be:

“ENSLEY ENGINEER YARD 1000 TON DRY DOCK”

Upon selection of the official name for the vessel by the Government, the contractor shall incorporate the name into all “As-Built” documents and the construction drawing of the required hull markings. The MDC hull number (863) shall be used in lieu of an “Official Number”.

• PRINCIPAL CHARACTERISTICS

These specifications are intended to describe the required specifications for one floating dry dock. The principal dimensions of the dry dock are:

Length Molded 168’-0” Beam Molded 77’-0” Width between Wing Walls 60’-0” Wing Wall Depth 31’-0” Pontoon Deck Depth 9’-0” Draft @ Max Lift Capacity 8’-0” Draft @ Max Ballast 26’-0”

C010 DEFINITIONS

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

• ABS – American Bureau of Shipping

• COR - Contracting Officer’s Representative - a member of the contract management and quality assurance team authorized by the Contracting Officer to perform certain administrative and managerial duties. A copy of the COR’s authority letter may be furnished to the contractor.

• GFE – Government Furnished Equipment – Equipment, materials or components furnished by the

Government to the contractor for installation on the vessel.

• K.O. - Contracting Officer - A person with the authority to enter into, administer and/or terminate contracts and make related determinations and findings.

• MDC – Acronym for the Marine Design Center.

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

(QA) is a function of the Government.

• USACE – Acronym for United States Army Corps of Engineers.

• USCG - Acronym for United States Coast Guard.

C025 CONTRACTOR QUALITY STANDARDS

A. GENERAL

The contractor shall be responsible for the construction of a complete and functioning vessel.

Inspection by the Marine Design Center is for the purpose of verifying the proper function of the contractor’s quality control measures and is not to be used as a substitute for control of quality by the contractor.

Every effort shall be made during production planning to construct the vessel in an efficient sequence minimizing re-work and repair. Care shall be taken to assure the latest revisions of the detail design plans are being used.

B. STRUCTURAL MATERIALS

Unless otherwise specified or noted on the drawings, all structural hull material shall be in accordance with the following specifications:

• American Bureau of Shipping (ABS), “Rules for Building and Classing Steel Vessels”, “Rules for Building and Classing Steel Vessels for Service on Rivers and Intracoastal Waterways”, and “Rules for Building and Classing Steel Floating Dry Docks”.

• Welding Materials - ABS “Approved Welding Electrodes, Wire-Flux and Wire Gas Combination”.

• Bolts, nuts and screws – ASTM A307-82, Specification for Carbon Steel Externally and Internally Threaded

Standard Fasteners.

C. STANDARD PARTS AND MATERIALS

All articles, fittings, equipment, machinery, supplies, and materials used in the construction and outfitting of the vessel shall be new, of the highest grade, free from defects and imperfections, and be the standard product of reputable manufacturers, to the maximum extent practicable. Any material not specified shall be the best of their kind for the purpose intended. All items shall be suitable for inland dry dock vessel application and meet the latest requirements of standard specifications published by National Agencies. No salvaged materials shall be used in the works. Spare parts and service shall be readily obtainable.

D. WORKMANSHIP

All labor shall be especially skilled for each kind of work 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 damage of previously acceptable construction shall be cause for rejection. All parts of the vessel intended to join or bear upon other parts shall have complete and solid contact and shall fit together without excessive cold work during erection. All faying surfaces shall be painted and be clean and smooth before bolting up. Shims or liners shall not be used for the purpose of overcoming a bad fit.

All frames and longitudinal members, where applicable, shall be provided with limber holes and/or snipes of adequate size to allow water in bilges to flow to the lowest point of each compartment. Limber holes shall also be provided to allow for the passage of air in tanks. Limber holes shall be located at the plate edge.

Ends of outstanding flanges shall be cropped. Lighting holes may be punched or flame-cut and all edges shall have burrs removed.

All holes for machinery mounting bolts shall be drilled or punched; burning is not acceptable. Holes in members having sharp curvature shall be avoided.

All hull casting shall be machined or ground to bear solidly against the connecting structure.

E. WELDERS

All welding under this contract shall be done only by welders who have successfully passed qualification tests accepted by the American Bureau of Shipping or other regulatory agency acceptable to ABS. The contractor shall bear the expense of conducting these tests and shall certify, by name to the Contracting Officer, welders who have successfully passed the prescribed tests and hold current, valid certifications.

The contractor shall require any welder to repeat these tests when in the opinion of the Contracting Officer’s Representative, the work of the welder indicates a reasonable doubt of his proficiency. In such cases the welder shall be re-certified as above if he successfully passed the retest; otherwise, he shall be disqualified until he has successfully passed the retest.

The contractor shall maintain records of the individual welder’s certification during the course of the contract. The records are to be available for examination upon request of the Contracting Officer or his representative.

F. WELDING

All welding shall be in accordance with the current rules of the American Bureau of Shipping, except where stated otherwise. All welding equipment used on the work shall be of a modern type subject to close control. The electrodes used throughout the work shall be suitable for use with the parent metal at each weld, and be approved by ABS.

Welding procedures, as to direction, length, numbers and sequence of beads, shall be carefully planned to minimize lock-up stresses. Care shall be exercised to produce smooth even beads, especially on all exposed plating and fittings.

Beads shall be ground where directed by the Contracting Officer or his authorized representative.

The contractor shall employ appropriate welding procedures and grounding connections to preclude the possibility of anodic erosion of the hull after launching.

A detailed description of all welding procedures being employed in the construction shall be available to the Contracting Officer or his authorized representative.

G. INSTALLATION

Materials and equipment shall be installed in accordance with the approved recommendations of the manufacturer, and in compliance with this specification and the contract documents. The installation shall be accomplished by workmen especially skilled for each kind of work and under competent direction.

H. PLATE FAIRNESS

Steel plating shall be installed using proper welding procedures and sequences to insure fair, undistorted plating panels. The use of filler materials to surface unfair areas is not acceptable.

Maximum allowable plating distortion is depicted in the IACS Guide No. 47. Distortion shall not exceed the amounts in this guide.

I. CONSTRUCTION STANDARDS

All material, machinery and equipment shall be new, of current manufacture and suitable for the marine service intended. Spare parts and service shall be readily obtainable.

All material, unless otherwise specified in these specifications or in the drawings, shall be of commercial quality to ASTM, ANSI, or SAE specifications.

During construction and before delivery, the contractor shall be responsible for protection of all material, equipment, etc., intended for the vessel.

The overweight tolerance of members shall be within the limits defined by the specifications of the American Society for Testing and Materials.

All materials shall be free of imperfections due to manufacturing processes and from defects which adversely affect appearance or serviceability.

All plating shall be neatly cut, fitted and welded. All sharp edges or projections which constitute a personnel hazard shall be removed or ground smooth. All notches shall have a radius to prevent stress concentrations.

Where aluminum must be attached to dissimilar metals or between dissimilar alloys of aluminum, fasteners shall be of stainless steel of an approved design with insulation as required to eliminate metal to metal contact.

All galvanizing shall be done after fabrication by the hot dip process, and the zinc shall be not less than 98% pure. In instances where some types of metals cannot be hot dip galvanized, zinc silicate coating may then be substituted.

C040 SCOPE OF WORK

J. CONTRACTOR’S RESPONSIBILITY

The contract consists of four phases:

Phase I Planning and Scheduling Phase II Engineering Phase III Construct and Test Phase IV Deliver

In accordance with the four phases, the contractor assumes complete responsibility for developing and completing the design of the dry dock to the technical requirements of this specification, obtaining ABS classification and certification, and constructing, testing, and delivering the dry dock as per the requirements of the contract. Should the contractor determine at any time that he is unable to fulfill those responsibilities, he shall notify the COR immediately of the problem experienced and his proposed manner of correction.

K. CONTRACT LEVEL DESIGN

The contract drawings provided with the solicitation have been prepared in accordance with the ABS Rules as stated in contract Clause C004 and the performance specification of this solicitation. The drawings are currently under review by ABS. For the purpose of bidding, the dry dock contractor shall assume the issued drawings contained within this solicitation are approved by ABS.

The contractor shall be responsible for all additional costs associated with applications, additional plan submittals, and inspections required to obtain such certification\documentation. In addition, the contractor shall be responsible for all open ABS Surveyor comments and open technical comments related to final equipment, material selection, and standard shipyard construction/installation practices at no additional cost to the Government.

The contract level design shall serve as the basis for the dry dock contractor to complete the final design, as well as to prepare his construction and production drawings. Such contractor engineering can include: secondary structure and foundations, electrical systems designs, piping and cable routings, miscellaneous details, complete material list, purchase specifications, shop drawings, construction details, As-Built drawings, and other engineering and technical development necessary to support administration, operation, and production practices. For specific design and engineering drawings and calculations required by the contractor, see paragraph C040 (D) below and respective clauses throughout Section C.

The dry dock contractor shall not deviate from the contract level design without approval from the KO.

L. DRAWING CHANGES

The contract drawings represent a contract level design and are not intended to be revised by the contractor. The contractor is expected to build the dry dock as shown in the contract drawings. The Government recognizes that minor design developments may be required to complete the final design and to suit the contractor’s construction and business practices. All design developments shall be provided to the COR for approval and to confirm a contract modification is not required. If approved, any design developments shall be incorporated into the As-Built drawing package.

Should the dry dock contractor find any issues with the engineering and design of the dry dock as it relates to this solicitation and contract drawing package, the contractor shall bring it to the immediate attention of the COR for resolution. If determined necessary by the Contracting Officer, an appropriate contract modification will be developed to address the issue.

M. DRAWINGS PROVIDED AND REQUIRED

1. Contract and Reference Drawings Provided

Contract drawings and reference drawings that are part of this solicitation are listed in contract Section J. All contract and reference drawings will be available to the successful bidder in CAD format.

The contract drawings reflect the contract level design described above.

The reference drawings that are part of this solicitation are intended to provide useful information that may have application to this procurement. The exact details presented in the reference drawings may not reflect the specific needs of the dry dock, but present the contractor with a methodology to develop a specific system or design feature as identified in the specification. The dry dock contractor shall not build from any reference drawing. It is the responsibility of the dry dock contractor to use the written specifications and the contract and reference drawings to properly develop the final design and engineering drawings in order to construct the dry dock.

2. Final Design Drawings Required

Contract Section H, Clause H12, Engineering and Drawings, contains a list with the minimum drawings/calculations required to be finalized and/or developed by the contractor for the final design.

For clarification purposes, the list in contract Clause H12 details the drawings by action groups. The action groups distinguish between separate categories based upon the engineering requirements to be completed by the dry dock contractor. The following is a description/definition of these categories:

• Drawings To Be Finalized: as part of the scope of work for this effort, the contractor shall be required to finalize a certain number of contract drawings to achieve a final design. These drawings have been included as contract drawings. The scope and extent of the necessary finalization has been explained in detail in each respective contract Clause. These drawings shall be updated and submitted to the Government and, if required for class, ABS for review and approval.

• Drawings To Be Developed: the dry dock contractor shall also be required to develop a certain number of drawings to achieve a final design to conform to the requirements of this solicitation. These drawings have been identified but do not currently exist. These drawings shall be developed and submitted to the Government and, if required for class, ABS for review and approval.

• As-Built Drawings: the dry dock contractor shall be required to provide a complete “As-Built” record of the vessel. The requirements for the “As-Built” drawings are further defined in contract Clause H14.

As stated above, ABS may require some drawings to be submitted for review and approval in order to obtain class. It is the dry dock contractor’s responsibility to coordinate and contract with ABS for any such reviews.

N. DEVIATIONS FROM THE CONTRACT DESIGN

Should the dry dock contractor desire to deviate from this specification and/or the contract drawings, he shall submit his request in writing to the COR. Each proposed deviation requested shall be accompanied with a detailed analysis and comparison of the equipment, material or arrangement specified, and the equipment, material or arrangement proposed, including features, dimensions, performance characteristics, benefit to the Government, and compelling reason(s) why the deviation should be made. The request shall include, but is not limited to:

• Desired deviation

• Reason(s) for the deviation

• Detailed analysis (as stated above)

• Impact on schedule

• Impact on cost

• Impact on weight, draft, and trim

• Impact of regulatory review and classification

• Supporting documentation (i.e. cut sheets, engineering drawings, photos, etc.)

In the absence of compelling reasons for making the deviation, the dry dock contractor’s proposal may be denied.

The Government will review the request and render a decision within 14 days of receipt of a complete request for deviation. Requests that do not provide all the information identified above may not be reviewed within 14 days, or may be returned as incomplete, with no review action.

If approved, the dry dock contractor shall be responsible for any cascading effects on the design, drawings or scientific reports as determined by the Government. The dry dock contractor shall be responsible for integrating the deviation into the design at no increase in contract cost or no extension of contract completion.

The dry dock contractor bears ultimate responsibility for satisfactory performance of all systems/arrangements impacted or affected by approved deviations as well as the operation of the completed vessel, as affected by the deviation.

No work deviation shall commence without a written approval from the KO.

If a deviation is approved by the COR, it is the sole responsibility of the dry dock contractor to coordinate with ABS and provide any additional engineering effort to meet the conditions of classifications and this specification.

The dry dock contractor shall bear all costs associated with any requested and/or approved deviations, including engineering, estimating, administrative and overhead, regulatory review and approval, construction and test and trials.

O. CONTRACT DESIGN PERFORMANCE RISK

For the purpose of developing the contract design package and obtaining ABS review and approval, parts and equipment displayed were coordinated with commercial suppliers. The Government assumes the performance risk for the systems as they are shown on the contract drawings and described in this specification. In addition, all of the items shown on the contract drawings were a part of the ABS review.

The dry dock contractor shall provide and install all the systems as they are shown on the contract drawings. All major pieces of equipment have performance characteristics shown on the contract drawings or described in the specifications.

If the dry dock contractor selects equipment that is not as shown on the contract drawings or described in this specification, he shall be responsible for ensuring the overall system(s) performance is maintained, submitting cut sheets and details to the Government for review and approval; and if necessary re-engineering of the system(s) and revising of the drawings, and coordinating with ABS for class review and approval. For further details see contract Clause H15.

C065 OPERATING MANUAL

P. CONTRACT DRAWINGS

863-B065-01 OPERATIONS MANUAL SPECIFICATION

Q. GENERAL

The contractor shall develop an operations and maintenance manual in accordance with ABS requirements. The contract drawing provided shall serve as the basis of the manual that is to be developed. The contractor shall be responsible for completing and updating all the sections listed in the contract drawing. The document shall be submitted to the Government and ABS for review and approval during Phase III. The document shall be 863-C065- 01 OPERATIONS MANUAL. For further details see contract Clause H17.

The manual shall include details describing all standard operational activities, as identified in the contract drawing.

All limitations of the dry dock shall be identified (i.e. structural limitations, stability limitations, etc). The manual shall also include specific maintenance schedule matrix and instructions for each system, and item of equipment.

The manual shall be arranged such that an operator can get a thorough overview and understanding of a system and its operation, with specific steps and guidelines to clearly affect system actuation, control, monitoring, troubleshooting, adjustment, startup and shutdown.

References to manufacturer’s manuals shall be included, but it is not the intent to “Cut and Paste” from manufacturer’s manuals. In all cases where the manufacturer’s manual describes options, the operator’s manual shall describe/identify the options installed.

The manual shall contain a summary of the results of the intact and damaged stability analyses, with the full analyses included in the appendix or listed as a reference.

The manual shall contain simplified and reduced size arrangement and schematic and/or diagrammatic-on-arrangement drawings of each system.

C100 SCIENTIFIC

All scientific data shall be provided in United States Customary System units of measurement (pounds, long tons, and feet). Data provided in other units will not be evaluated or considered.

C105 HULL GEOMETRY

R. CONTRACT DRAWINGS

863-B105-01 HULL LINES & OFFSETS

S. DESCRIPTION OF WORK

The hull geometry is defined, and the hull shall be constructed as shown on the contract drawing. The principal dimensions of the dry dock are defined in section C006.

For all stability related submittals, the Contractor shall perform the calculations using the General Hydrostatics (GHS) computer software (Creative Systems Inc., Port Townsend, WA 360-385-6212). The hull definition file (or *.gf file) shall be provided to the Government in electronic format with the first hydrostatic/stability submittal (see sections C115, C125, C150, C155). The hull definition file shall contain all tanks, all watertight compartments, account for all buoyant hull deductions (sea chests, etc.), and model the superstructure as a sail area. The final location of the sounding tubes shall be incorporated into the geometry file.

C115 WEIGHT ESTIMATE

T. CONTRACT DRAWINGS

863-B115-01 WEIGHT ESTIMATE

U. WEIGHT & CENTER OF GRAVITY ESTIMATES & MONITORING

During the Engineering Phase (Phase II), the contractor shall update and submit the weight and center of gravities (CG) each month with details on the final equipment selected and purchased, and system/outfitting design developments. The weight estimate shall be submitted as document 863-C115-01 WEIGHT ESTIMATE.

The contractor shall implement a careful weight estimating and monitoring procedure in accordance with ASTM F1808 Standard Guide for Weight Control Technical Requirements for Surface Ships.

During the Construct and Test Phase (Phase III), the contractor shall continue to update the weight and CG estimate each month. The update shall reflect actual equipment location, quantity and location of piping and wiring runs, actual quantity and location of outfitting items, and any changes to the structural weight.

The contractor shall review the monthly weight estimate to ensure the anticipated draft, and trim and stability conditions of the dry dock are satisfactory. If weight growth that adversely impacts the vessel’s trim and stability is found, the contractor shall inform the Government, determine the cause, and develop remedial action.

V. INCLINING & DEADWEIGHT SURVEY

Upon completion of all work, with the dry dock in the lightship condition, the contractor shall conduct an inclining test and deadweight survey. The inclining test shall be carried out in accordance with ABS, ASTM F 1321-14 and contract Clause E05. The contractor shall be responsible for developing the inclining test procedure/plan, providing all certified inclining weights, pendulum setups, support equipment and personnel, directing the experiment, recording all data, and completing the inclining test report.

The contractor shall prepare an inclining test procedure/plan and submit it to the Government and ABS for review and approval. The plan shall be numbered 863-C115-02 and titled: INCLINE EXPERIMENT PLAN. For the Government’s review, the plan shall be submitted at least 30 days prior to the scheduled inclining.

Following the completion of the inclining experiment, the contractor shall complete the incline test report and determine the lightship displacement, centers of gravity and hydrostatic properties of the dry dock. The report shall be numbered 863-D115-03 and titled INCLINE EXPERIMENT RESULT. The report shall be submitted to the Government and ABS for review and approval. For additional requirements on drawing development and submission for review, see clause H12 of this contract.

The contractor shall be responsible for all costs associated with ABS reviews and all surveyor costs.

W. FINAL STABILITY DOCUMENTS

The contractor shall be responsible for updating the hydrostatics, tank capacities, damage and intact stability documents with the results of the incline experiment. Refer to Contract Clauses C125, C130, C150, and C155. Within 21 days of 863-D115-03 (INCLINE EXPERIMENT RESULT) being Approved by ABS and the Government, the contractor shall update and submit the following documents to the Government for review and approval:

863-D125-01 HYDROSTATICS

863-D130-01 TANK CAPACITY TABLES

863-D150-01 DAMAGE STABILITY ANALYSIS

863-D155-01 INTACT STABILITY ANALYSIS

The contractor shall be responsible for submitting the above documents to ABS for review and approval, including all ABS costs.

Note, after inclining and provisional acceptance, delivery shall not commence until ABS has approved the stability documents and operator’s manual. The contractor shall coordinate the schedule of submissions and testing with ABS to maintain the construction, testing, and delivery schedules.

C125 HYDROSTATICS

• CONTRACT DRAWINGS

863-B125-01 HYDROSTATICS

• GENERAL

The contractor shall prepare the “As-Built” Hydrostatic Calculations (drawing 863-D125-01) after the inclining experiment is complete. These documents shall be prepared at 3” draft increments. The contractor shall also provide the geometry file (.gf format) used to prepare all stability documentation to the Government. The contractor shall be responsible for submitting the updated documents to the COR and ABS for review and approval, including all ABS costs.

C130 TANK CAPACITIES

X. CONTRACT DRAWINGS

863-B130-01 TANK CAPACITY TABLES

863-B130-02 TANK ARRANGEMENTS

863-B215-01 GENERAL ARRANGEMENT & OUTBOARD PROFILE

• GENERAL

The approximate tank capacities that correspond to the tanks shown on the contract drawing are as follows:

Ballast Tank 1P-A ............................................. 23800 gallons

Ballast Tank 1S-A ............................................. 23800 gallons Ballast Tank 1P-B ............................................. 48700 gallons Ballast Tank 1S-B ............................................. 48700 gallons Ballast Tank 2P ................................................. 65000 gallons Ballast Tank 2S ................................................. 65000 gallons Ballast Tank 3P ................................................. 81200 gallons Ballast Tank 3S ................................................. 81200 gallons Ballast Tank 4P ................................................. 81200 gallons Ballast Tank 4S ................................................. 81200 gallons Ballast Tank 5P ................................................. 65000 gallons Ballast Tank 5S ................................................. 65000 gallons Ballast Tank 6P-A ............................................. 48700 gallons Ballast Tank 6S-A ............................................. 48700 gallons Ballast Tank 6P-B ............................................. 23800 gallons Ballast Tank 6S-B ............................................. 23800 gallons

The Contractor shall prepare the “As-Built” Sounding Tables in 3” increments as drawing 863-D130-01 after the inclining experiment is complete. The Contractor shall be responsible for submitting the updated documents to the COR and ABS for review and approval, including all ABS costs.

• ELECTRONIC TANK LEVEL MONITORING SYSTEM

The contract requires an electronic tank level monitoring system for the ballast tanks. The contractor shall use the tank table information for the development and installation of the electronic tank level monitoring system.

C150 DAMAGED STABILITY

Y. CONTRACT DRAWING

863-B150-01 DAMAGED STABILITY ANALYSIS

Z. GENERAL

The Government has completed preliminary damaged stability calculations based on the contract hull form, weight and centers of gravity estimate. The results of the Government’s analysis showed that the below criteria are satisfied.

Any approved changes to the hull form during the design or construction process shall require the Contractor to prepare and submit a new damaged stability analysis using the same criteria and loading conditions as the original damaged stability analysis to the COR and ABS for review and approval. The contractor shall be responsible for all ABS fees related to any resubmittals of the damaged stability analysis.

AA. CRITERIA

Damaged stability shall be analyzed at Phase 1 and Phase 5 for side and bottom damage. At damaged equilibrium, the dry dock shall maintain the following, per MIL-STD-1625D(SH):

1) Heel is less than 15 degrees

2) Trim is less than the smallest of 3 degrees or 20 feet

3) Margin line (3” below top deck edge) is above the waterline

4) Maximum allowable differential heads is not exceeded

The Government has relaxed the 3-degree trim limitation provided by MIL-STD-1625D(SH). The contract limit for allowable trim in a damage scenario shall be 6 degrees while remaining below the 20-foot alternative trim limit.

BB. LOADING CONDITIONS

1) Phase 1, Fully Ballasted Condition In the fully ballasted condition, Phase 1, the following two types of casualties and resultant flooding shall be assumed:

a) Side shell damage: Damage shall be assumed to occur between main transverse bulkheads with penetration up to but not through the inner wing wall. The safety deck shall be assumed to be ruptured.

b) Bottom shell damage: Damage shall be assumed to occur between main and transverse bulkheads such that the complete space between main transverse bulkheads floods. The safety deck may be assumed to remain watertight.

2) Phase 5, De-Ballasted with Ship on Blocks

In the de-ballasted condition with the ship on the blocks, Phase 5, the following two types of casualties and resultant flooding shall be assumed:

a) Side shell damage: Damage shall be assumed to occur on the side shell at a main transverse bulkhead such that the two adjacent tanks or spaces are flooded. Damage shall be assumed to penetrate up to but not through the inner wing wall. The safety deck shall be assumed to be ruptured. For closed-ended docks, the basin shall be assumed flooded.

b) Bottom shell damage: Damage shall be assumed to occur on the dock bottom at the intersection of a main transverse watertight bulkhead and a main longitudinal watertight bulkhead such that all tanks or spaces adjacent to the intersection are flooded. The safety deck shall be assumed to be undamaged. For closed-ended docks, the basin shall be assumed flooded.

CC. CALCULATIONS & REPORT

Using the results of the inclining experiment, the contractor shall update the Contract Drawing to be the “As-Built” Damage Stability Analysis (863-D150-01) with all applicable operating instructions. The results of the intact stability analysis shall be incorporated into the Operations Manual (see section C065). This report shall utilize the criteria and loading conditions identified above, similar to the preliminary analysis provided by the Government. The report shall be submitted to the COR and ABS as applicable for review and approval in accordance with ABS rules and the criteria described in this section and the Contract Drawing prior to delivery.

C155 INTACT STABILITY

DD. CONTRACT DRAWING

863-B155-01 INTACT STABILITY ANALYSIS

EE. GENERAL

The Government has completed preliminary intact stability calculations based on the contract hull form, weight and centers of gravity estimate. The results of the Government’s analysis showed that the below criteria are satisfied.

Any approved changes to the hull form during the design or construction process shall require the contractor to prepare and submit a new intact stability analysis using the same criteria and loading conditions as the original intact stability analysis to the COR and ABS for review and approval. The contractor shall be responsible for all ABS fees related to any resubmittals of the intact stability analysis.

FF. CRITERIA

As required by ABS and MIL-STD-1625D(SH), a minimum GM of 5 feet is required in the loading condition with minimum stability.

MIL-STD-1625D(SH) also requires that the dock withstand the beam winds without heeling more than 15 degrees in cases 1) and 2) below. For case 3) below, the wind speed shall be calculated.

1) Phase 5 with 100-knot beam wind

2) Minimum-stability phase with 20-knot beam wind

3) Minimum-stability phase with beam wind that would cause 15 degrees of heel

GG. LOADING CONDITIONS

There are five loading conditions defined by MIL-STD-1625D(SH) that need to be analyzed with a vessel docked:

4) Phase 1, Fully Ballasted Down Condition

5) Phase 2, Partial Liftoff (half of ship’s weight is supported by the dry dock)

6) Phase 3, Ship Keel at Water Level

7) Phase 4, Top of Pontoon Deck at Water Level

8) Phase 5, Minimum Ballast

Tanks with cross connect valves are to be analyzed as one tank for intact stability. Tanks were grouped and analyzed as one tank, per cross-connect valve locations.

HH. CALCULATIONS & REPORT

Using the results of the inclining experiment, the contractor shall update the Contract Drawing to be the “As-Built” Intact Stability Analysis (863-D155-01) with all applicable operating instructions. The results of the intact stability analysis shall be incorporated into the Operations Manual (see section C065). This report shall utilize the criteria and loading conditions identified above, similar to the preliminary analysis provided by the Government. The report shall be submitted to the COR and ABS as applicable for review and approval in accordance with ABS rules and the criteria described in this section and the Contract Drawing prior to delivery.

C170 DOCKING PLAN

II. REFERENCE DRAWING

731-E170-01 DRY DOCKING PLAN

JJ. DESCRIPTION OF WORK

The contractor shall develop a dry docking plan for the vessel. The dry docking plan shall be numbered 863-C170-01 and titled: DRY DOCKING PLAN. The dry docking plan calculations shall be numbered 863-C170-02 and titled:

DRY DOCKING PLAN CALCULATIONS. Both documents shall be submitted to the Government for review and approval during Phase II. Following the completed and approved incline results, the Contractor shall update these drawings and reports reflecting the as-built condition and submit it (as 863-D170-01 and 863-D170-02) to the Government for review and approval. For additional requirements on drawing development and submission for review, see clause H12 of this contract.

The dry docking plan shall be developed to show the blocking arrangement. The blocks to be used for docking shall be the standard dry docking blocks from the US Army Corps of Engineer’s Ensley Engineer Yard Facility in Memphis, TN as shown on the reference drawing. The blocks used for the docking shall hold the dry dock with the assumption that all ballast tanks will have 12” of residual water.

The plan shall show all major hull structure on the bottom including all transverse and longitudinal…