Combined Synopsis-Solicitation (SPLE111) ver 2.docx

APPENDIX I

Combined Synopsis/Solicitation

N6470920R0009 For One 7.50-Ton Overhead Electric Traveling Bridge Crane Motor Transfer Facility (MTF) Building 3035

This is a combined Synopsis / Solicitation for commercial items prepared in accordance with the format in FAR Subpart 12.6, as supplemented with additional information included in this notice. This announcement constitutes the only solicitation. Proposals are being requested and a written solicitation will not be issued.

The solicitation number is N6470920R0009; this solicitation is a request for quotation (RFQ).

This notice is UNRESTRICTED. The North American Industry Classification System (NAICS) code is 333923. The Federal Supply Class (FSC) is 3950

Attachment (1) Present and Past Performance Data Sheet Attachment (2) Present and Past Performance Questionnaire

SITE VISIT: 03 JUNE 2020 – All interested parties must be at Engineering Service Building (ESB), Building 6005 by 9:00AM (Eastern Standard Time)

VISIT REQUEST: Issuance of a Naval Submarine Base, Kings Bay, GA (SUBASE), Identification badge authorizes entry to specific areas of SUBASE, which the individual, based on employment, has a recurring right and need to enter at least weekly. The badge does not authorize unrestricted entry to other areas of the Base. Before issuance of a permanent or temporary SUBASE badge, all personnel must consent to a National Crime Information Center (NCIC) check. Favorable results from the NCIC check must be received prior to access being granted to SUBASE. If derogatory or adverse information is obtained, the SUBASE Security Officer (SO) may approve or disapprove access to SUBASE. To be allowed access to the base you must be a US citizen.

Point of Contact for visit request – Mr. James Burzumato at extension (912) 573-4077, Email: james.burzumato@swflant.navy.mil

FAR 52.212-1 ADDENDUM: Instructions to Offerors – Commercial Items

SWFLANT requests a Firm-Fixed-Price (FFP) proposal/quote by 30 June 2020 at 1200PM (EST) to provide the services/supplies described in this notice. The Government may consider late quotes. Contractors responding to this request must furnish a quote as described below.

The proposal must demonstrate an understanding of and ability to meet all of the requirements set forth in the Performance Work Statement (PWS) referenced herein. Throughout the proposal, the Offeror shall provide sufficient detail to substantiate the validity of all statements. The Offeror shall demonstrate that the Proposal complies with the requirements, terms, and conditions of the solicitation. General statements that the Offeror can or will comply with the requirements, that standard procedures will be used, that well known techniques will be used, or paraphrasing the solicitation’s requirements in whole or in part, will NOT constitute compliance. Failure to conform to any of the requirements of the solicitation may form the basis for rejection of the Proposal.

Brochures are not desired; clarity, completeness, and conciseness are essential and the overall quality of the proposal will be evaluated in the context of being representative of the Offeror’s services. An Offeror’s proposal is presumed to represent the best efforts to respond to the solicitation.

Since only the proposal submitted in response to this solicitation will be evaluated, Offerors should make certain that their Proposal is complete with regard to the information provided. Data previously submitted, or presumed to be known, e.g., previous projects performed for the Government, will not be considered in the evaluation unless that information is physically contained in the Proposal.

Offerors are required to complete and submit Attachment (1) Present and Past Performance Data Sheet and Attachment (2) Present and Past Performance Questionnaire.

Offerors are advised that the Government may selectively verify any information provided in the proposal. Offerors are cautioned that they are responsible to ensure that material that they desire to have evaluated for a particular section is contained in that specific section.

SUBMITTAL INSTRUCTIONS:

Proposals may be only e-mailed directly to spk12contracts@swflant.navy.mil, the sole designated e-mail address and inbox for receipt of e-mail submissions. No other electronic means of submission, used in whole or in combination with e-mail, is permitted.

E-mail proposals shall be in either Adobe or Microsoft Office format. Offerors are advised that the Government may be unable to receive other types of electronic files (e.g., .zip files) or files in excess of 20 megabytes. To be timely, an e-mail proposal must be received in its entirety in the designated E-mail inbox by the due date and time for proposal submission. An e-mail proposal that resides on a Government server, but has not appeared in the designated e-mail inbox by the due date and time for proposal submission will be considered late unless the exception at FAR 52.212-1(f) (2) (i) (A) applies. The exception at FAR 52.212-1(f) (2) (i) (B) shall not apply to e-mail proposals. Unless offeror proposes a shorter period, by submission of an offer, the offeror agrees that its offer, including any timely revisions thereto, shall remain valid until the Government makes award under this solicitation. The foregoing does not preclude an offeror from withdrawing its offer prior to award.

Solicitation Documents

Proposal Cover Letter: The following information shall be provided on the Proposal cover letter:

Authorized Offeror Personnel: Provide the name, title, telephone number, facsimile number, and e-mail address of the individual who can contractually obligate your company. Also, identify those individuals authorized to negotiate with the Government and who can answer questions regarding your proposal.

Company/Division Street Address: Provide company/division’s name, street address, county and facility code, size of business (small), and labor surplus area designation.

Exceptions to the RFP (if applicable): Offerors are to detail clearly any exceptions taken and the rationale for the exceptions taken to the RFP in this section. Please note that exceptions taken to the RFP may render the Offeror’s Proposal unacceptable to the Government.

FAR 52.212-2 ADDENDUM: Evaluation– Commercial Items

The Government shall issue a delivery order resulting from this RFQ to the responsible quoter whose quote, conforming to the RFQ, represents the Lowest-Priced-Technically-Acceptable (LPTA) quote. Technical acceptability will be based on:

1. All items requested in the RFQ are included in the quote and meet the stated specifications, including all Past Performance information required in Attachments 1 and 2; and,

2. The Offeror confirms it is an authorized reseller of the products identified, if applicable.

Award will be made contingent upon the Bilateral signature of the parties. The Government reserves the right to award on an all or none basis.

Award Notification

A written notice of award or acceptance of an offer, mailed or otherwise furnished to the successful Offeror, within the time for acceptance specified in the offer, shall result in a binding contract without further action by either party. Before the offer's specified expiration time, the Government may accept an offer (or part of an offer), whether or not there are negotiations after its receipt, unless a written notice of withdrawal is received before award.

PART 1 GENERAL

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I-1

PART 1 GENERAL

1.1 REFERENCES

The following documents, of the issue in effect on date of request for proposal, form a part of this specification to the extent specified herein. In case of difference between the following documents and this specification, this specification shall govern to the extent of such difference. If standards other than those listed below are used, proof of equivalence shall be provided. NEMA, OSHA, ASME, AWS, AISC, and NFPA rules shall govern.

AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

ECMA 15

Z359 Specifications for Cable-less Controls for Electric Overhead Traveling Cranes Fall Protection Code

AMERICAN GEAR MANUFACTURERS' ASSOCIATION (AGMA)

Spur and Helical Gear Teeth

Gear Motors

AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

AMERICAN SOCIETY OF MECHANICAL ENGINEERS INTERNATIONAL (ASME)

(Inch Series)

Multiple Girder, Top Running Trolley Hoist)

B30.10 B30.30 Hooks Ropes

AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE/SEI) AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM)7 Minimum Design Load for Buildings and Other Structures

A27 Mild to Medium Strength Carbon Steel Castings for General Application A148 High Strength Steel Castings for Structural Purposes

High Pressure and High Temperature Service

Finished, Quenched and Tempered

General Industrial Use

General Purposes

Testing

Studs

AMERICAN WELDING SOCIETY (AWS)

Equipment

Electric Overhead Traveling Cranes

CRANE MANUFACTURERS' ASSOCIATION OF AMERICA, INC (CMAA)

No. 70 Specification for Top Running & Gantry Type Multiple Girder Electric Overhead Traveling Cranes

FEDERAL SPECIFICATION

RR-W-410 Wire Rope and Strand

INTERNATIONAL STANDARDS ORGANIZATION (ISO) NATIONAL ELECTRICAL CONTRACTORS ASSOCIATION (NECA)4309 Cranes, Wire Ropes, Care and Maintenance Inspection and Discard

1-2015 Standard Practice of Good Workmanship in Electrical Contracting

NATIONAL ELECTRICAL MANUFACTURERS' ASSOCIATION (NEMA)

NATIONAL FIRE PROTECTION ASSOCIATION

NAVAL FACILITIES ENGINEERING COMMAND NAVSEA TECHNICAL PUBLICATIONNAVFAC P-307

Weight Handling Program Management

T9074-AS-GIB-

010/271 Requirements for Nondestructive Testing Methods

OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA)

29 CFR, Part 1910, Subpart D Walking-Working Surfaces

29 CFR, Part 1910, Subpart I 29 CFR, Part 1910.179 Personal Protective Equipment

Overhead and Gantry Cranes

RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS (RCSC)

Specification for Structural Joints Using High-Strength Bolts

Fasteners

SOCIETY OF PROTECTIVE COATINGS (SSPC)

PA2

SP1 SP10

Procedure for Determining Conformance to Dry Coating Thickness Requirements Solvent Cleaning Near-White Metal Blast Cleaning

UNITED FACILITIES GUIDE SPECIFICATIONS (UFGS)

UFGS-09 97 13.27 - Exterior Coating of Steel Structures

WIRE ROPE TECHNICAL BOARD

Wire Rope User Manual

1.2 UNIT PRICES

Not applicable for this specification.

1.3 SYSTEM DESCRIPTION

The intent of this specification is to remove and dispose of the existing bridge crane and parts, and procure and install one 7.5-ton, ordnance handling, double girder, pendant operated overhead electric traveling (OET) with a backup radio-controlled system. The crane will be installed in Building 3035 Motor Transfer Facility (MTF) at Strategic Weapons Facility, Atlantic (SWFLANT) on board SUBASE Kings Bay, Georgia.

The existing runway electrification shall be reused. The crane to be removed is a 5-ton OET that is to be replaced. The Contractor shall remove and dispose of the existing bridge crane offsite as scrap.

The crane shall be built to the design drawings of a registered professional engineer, fabricated, assembled, shop tested, delivered, installed, inspected, field tested, and made ready for use in accordance with this specification. The crane’s capacity, span, and hook travel shall be as follows:

Note: Span, runway length and hook lift are estimates and shall be verified by the Contractor.

1.3.1 Design Requirements

The design of the crane shall conform to OSHA 29 CFR 1910.179, ASME B30.2, CMAA No. 70, and other requirements specified herein. The crane shall be pendant controlled with a backup radio control system. The crane shall be designed to operate on a 480 VAC, 3-phase, 60 Hertz in an indoor environment. The crane shall comply with all applicable requirements (“shall” statements) and recommendations (“should” statements) of CMAA No. 70 for Class D service (minimum), as well as ASME B30.2 (all “should” statements shall be considered “shall” statements).

The crane shall be designed to operate in the space and match the runway dimensions and rails shown on the sketches in Appendix A. Crane dimensions in the appendices are approximate and shall be verified by the Contractor. The hook work envelope shall be the maximum practical consistent with good design, but shall not be less than that indicated in Appendix A. The crane’s maximum wheel load (without impact) due to dead load and the rated capacity live loads, with the trolley in any position, shall not cause greater shear or moment in the runway girders than that produced by the design wheel loads and spacing shown in Appendix A.

1.3.2 Performance Requirements

The rated speeds, in feet per minute, for the crane shall be as follows:

Function

Capacity (lbs.)

*Note: The rated (maximum) speed tolerance is plus or minus 10%. The minimum speeds shall not exceed the values listed above.

1.3.3 Capacity Plate

Provide two capacity plates with permanent letterings, one for each side of the bridge. Each plate shall indicate the rated hoisting capacity of the hook in pound units and shall be securely attached to the bridge. Beneath the rated capacity, the following information shall be included:

Naval Facilities Engineering Command Contract Number XXXXX-XX-X-XXXX; XX XXX Manufacturer’s Name, Address, and Crane Serial Number Voltage, Phase and Frequency of AC power supply Crane Number 83-00310

Provide cardinal direction indication letters centered on the bottom of each crane girder. The direction shall denote N-S-E-W and shall reflect the travel directions already established in the building and given on the pendant controller. Lettering shall be of sufficient size to be easily read from the floor.

1.3.4 Unique Identifier Tag

The Contractor shall assign a unique identifier to each crane in accordance with DFARS 252.211-7003. The Unique Identification Tag shall be attached to the outside of each crane main electrical disconnect panel.

1.3.5 Crane Installation

The Contractor shall verify all crane envelope clearances and other building/crane interface features, including those identified in Appendix A prior to design of the crane. The Contractor shall follow the guidelines for the site-specific installation in Section H.

1.3.6 Crane Removal

The Contractor shall be responsible for the removal and disposal of the existing 5-ton bridge crane prior to the installation of the new crane. The electrifications for the existing crane shall not be removed and shall be re-used for the new crane to be installed. The contractor shall coordinate the removal effort with the activity as to minimize the time of impact to regular facility operations.

The weight of the existing crane’s components shall be verified by the Contractor. The Contractor shall ensure that the lifting and handling equipment to be used is sufficient for the actual weight of the crane to be removed. Building floor loading requirements shall be verified adequate to support lifting and handling equipment.

The existing crane paint is suspected to be lead based. If the metal material is to be recycled, the paint is expected to be disposed intact with the metal material. The Contractor shall provide a specific lead removal program in the Accident Prevention Plan should cutting, grinding, burning or disturbing of the coating be required by the planned work. Lead based paint coating dislodged during the crane’s disassembly shall be contained and collected for disposal per local regulations. The crane wiring and crane brake pads are suspected to contain asbestos. These components shall be tested for verification and must be handled and disposed of appropriately. The Contractor shall provide a specific hazardous material handling program in the Accident Prevention Plan. The Contractor shall adhere to all local, state, and federal regulations in the handling, transportation, and disposal of hazardous materials. The crane gearcases and brake controls will contain non-hazardous fluids that the contractor must appropriately dispose of.

1.4 SUBMITTALS

The Contractor shall submit to the Contracting Officer all items of technical documentation listed hereinafter for each crane. Large electronic files (e.g. 5MB) shall be submitted via DoD Safe (https://safe.apps.mil/). The Contractor shall ensure that all submittals are entirely legible and suitable for reproduction. The content, number of copies, time of submission, and distribution shall be in accordance with Exhibit A of this specification and as specified below. Compliance with the requirements of this specification will be determined by a review of the design and construction submittals by the Contracting Officer and by field inspection. Review of crane design packages and installation plans will be tracked through an agreed upon system by the Government.

For submittals that reference a NAVCRANECEN form, forms can be found under the “Downloads” tab at http://www.navfac.navy.mil/navfac_worldwide/specialty_centers/ncc.html SD-01 Preconstruction Submittals The Contractor shall submit bi-monthly status reports. The first page of the report shall contain the following identifying information: Title/Project Description, Reporting Period, Contract Number, Name and Title of Report Preparer, Security Classification (when required), and a Distribution Statement. The content of the report shall address the overall project status and the status of each milestone/task, for designs in process – indicate the percent complete and estimated submission dates, and for designs under review – indicate level of Government review and projected approval dates. It shall also list and describe current Contractor Change Request Forms (CCRF), describe outstanding problems and proposed resolutions indicating who has the next action, describe significant results from conferences and trips, list directives given from the Contracting Officer’s Representatives (CORs), list all contract modifications issued, provide a summary of work planned in the next month, and provide any necessary supporting documentation as an attached appendix. An updated milestone schedule shall be provided with every monthly status report. The Contractor shall submit a schedule which identifies key milestone events in the design, fabrication, and installation of each crane. At minimum, the schedule shall include the following:

a. Post Award Conference

b. Initial General Arrangement and Design Submittals

c. Government Review of First Design

d. Second General Arrangement and Design Submittals

e. Government Review of Second Design

f. Third General Arrangement and Design Submittals

g. Government Review of Third Design

h. Fabrication Initiation

i. Fabrication Completion

j. On-Site Pre-Installation Conference

k. Government Witnessed Shop Test

l. Contractor Site Mobilization

m. Existing Crane Removal

n. New Crane Installation

o. Government Crane Inspection

p. Field Acceptance Test

q. Crane Acceptance

r. Contract Completion Date

s. Receipt of Final O&M Manuals

t. Completion of Warranty SD-02 Drawings The Contractor shall submit the drawings listed below for approval. Drawing submittals shall bear a complete title block with a permanent drawing number and a registered professional engineer’s original seal with a dated signature. Subsequent submittals shall bear a new revision number and engineer’s seal with a dated signature for each sheet that has been modified. Drawings within each category (structural, mechanical, electrical) shall be numbered consecutively. Each assembly and subassembly drawing shall include an integral Bill of Materials or shall be followed by a consecutively numbered drawing with the applicable Bill of Materials. There shall be no proprietary notes on any drawing. Drawings shall be created in AutoCAD 2010 with an editable drawing file format of .dwg and include basic 3-D crane models using Autodesk Inventor 2010 software. A separate copy, viewable in Adobe Acrobat as a bookmarked portable document format (.pdf) shall be provided. An index for all drawings shall be included.

SD-02.G General Arrangement Drawings Each crane assembly and each major component (e.g. girders, end trucks, trolley/hoist etc.), and component assemblies shall be shown in plan and elevation views to demonstrate proper interface with the facility and other crane components.

The drawings shall include, at minimum:

a. The crane operational envelope and necessary clearances (e.g. OSHA) from obstructions

b. Hook coverage (i.e. side and end approaches)

c. Lift heights

d. Spans

e. Wheel spacing

f. Maximum wheel loads

g. Speed (e.g. hoist, trolley, bridge)

h. Electrical power supply

i. Location and size of components such as brakes, motors, speed reducers, and control panels

j. Estimated weights of the completely assembled crane and major components

SD-02.S Structural Drawings The structural design drawings shall be based upon consideration of the design loads and forces to be resisted by the structural steel in the completed project, and completed in accordance with AISC 303, Section 3, “Design Drawings and Specifications.”

The structural design drawings shall show the fabrication details, weldments, fastener joint details, Bill of Materials and location and size of all structural members. The fabrication details shall clearly show the size, section, material grade and location (dimensions) of all members; all geometry necessary for layout; elevations; centers and offsets; camber requirements; and joining requirements between elements of built-up elements. The requirements of FAR 52.236-21 for shop drawings shall also be accounted for in the structural drawing submittals.

Other critical information that shall be provided on the structural design drawings includes the welded-joint configuration in accordance with AWS D1.1 and D14.1, and structural bolted-joint configuration in accordance with the RCSC “Specification for Structural Joints Using High- Strength Bolts.” All members required for fabrication shall be shown on drawings and shall be labeled to correspond with the Bill of Materials.

Dimensioned locations of lift points (for components to be lifted by suspended rigging) and approximate locations of center of gravity for each major component listed below shall be provided on the structural design drawings.

Dimensioned locations of anchorages shall be provided on the structural design drawings.

Structural drawings shall be provided to verify compliance with the design requirements specified in Section 2.3.1. The following drawings shall be provided as a minimum:

a. Girder Fabrication (including rail detail and trolley end stops)

b. Bridge End Truck Fabrication

c. Trolley End Truck Fabrication

d. Trolley Fabrication

e. Walkway and Ladder Fabrication

f. Lift Point Fabrication

g. End Stop Fabrication

h. Fall Protection Anchorages

SD-02.M Mechanical Drawings

a. Mechanical drive arrangements (including assembled components).

b. Bolt torque values for couplings and base mounted components with information for the thread lubrication and/or washer types used. Torque values may be on a separate drawing that includes the mechanical arrangement and location of each bolt listed or they may be listed on the drawing where the torqued bolts are shown. Fasteners utilizing helical spring lockwashers shall be tightened until the lockwasher is fully compressed.

c. Travel wheel dimensional and assembly including wheel material, wheel tread hardness, wheel to axle fit, and assembly cross section details.

d. Sheave dimensional and assembly for top and equalizer sheaves including sheave material, sheave groove hardness, and assembly cross section details.

e. Hook block dimensional and assembly including the block cross section and hook. If the hook is not a commercial product, a separate drawing for the hook must be provided.

f. Drawings for any non-commercial components that require calculations in paragraph SD- 05.M1 of this specification including each component material specification.

g. Reeving Diagram

h. Coupling and brake drum installation including: locations, applicable shaft engagement, and bore and key details.

i. Lubrication information showing the location of lubrication points, type of lubricant to be used, quantity required, and the frequency of lubrication.

SD-02.E Electrical Drawings These drawings shall show the layout of electrical equipment on the crane, including control panel enclosures, motors, brakes, limit switches, conduits, disconnects, and conductor systems. The drawings shall at a minimum include:

a. Complete schematic diagram with narrative of any special description of operation. All components shown on schematics shall have labels that correspond to the nameplates that will be on the crane. Wiring type, size, and temperature ratings shall be included on schematic diagrams. All optional equipment not installed on the crane shall be removed from the schematic diagrams. Locations of contacts and coils shall be cross-referenced to each other within the schematic diagrams. For components with adjustable settings, final settings shall be shown on the schematics.

b. Motor nameplate data (including all information called for in NFPA 70, Section 430.7

(A) items 1 through 7)

c. Rating and types of over-current protective devices

d. A comprehensive component material list showing all electrical components used on the crane

e. Layout diagrams showing component placement in control panel enclosures

f. Festoon layout drawings showing festoon cables used, carrier system, and cable loop depth

g. Complete assembly (wiring) diagrams showing all conductor routings and terminations.

SD-03 Product Data Manufacturer’s catalog data shall be provided for all major components of the crane. The catalog cuts shall be marked-up or supplemented with additional sheets to clearly identify the model or size, selected options, features, and/or modifications to demonstrate compliance with specification requirements. Catalog cuts which show modifications beyond the standard options and all supplemental pages, shall bear original signatures and dates of the equipment manufacturer’s authorized representative. Each catalog cut, and each supplemental sheet shall clearly identify the item to which it applies. All catalog cuts shall be submitted in one file viewable in Adobe Acrobat and bookmarked as to the location of each catalog cut. The Contractor shall submit for approval the catalog cuts listed below (as applicable):

SD-03.S Structural Product Data

SD-03.M Mechanical Product Data

SD-03.E Electrical Product Data

SD-04 Samples Not applicable to this specification.

SD-05 Design Data The Contractor shall submit the design data (hereinafter calculations) listed below for approval. The calculations shall demonstrate compliance with all design requirements. Design data and calculations will not be approved if their evaluation/review is dependent on data or information not previously approved. Variables shall be listed and defined at the beginning of each calculation section and variables shall be in accordance with required references. The calculation submittal shall bear a registered professional engineer’s original seal with a dated signature. Revised calculations shall include a revision number for each sheet that has been modified.

SD-05.S Structural Calculations

SD-05.M Mechanical Calculations

2.3.2.10 and 2.3.2.11.

SD-05.M3 Calculations verifying coupling selections SD-05.E Electrical Calculations

SD-06 Test Reports The following reports, outlines, and plans shall be submitted in accordance with Exhibit A. SD-06.1 Hook and Nut Non-Destructive Test (NDT) Report

orientation of the hooks, hook nut, swivel eye bar, or eye pins with the magnetizing equipment. Procedures must be reviewed and bear the approval signature of a SNT-TC-1A qualified Level III examiner independent of the vendor.

SD-06.1.3 Prior to performing any operational testing of the crane, the hook, hook nut and eye pin or swivel eye bar (as applicable) shall be inspected by the magnetic particle method over their entire surface area in accordance with NAVSEA Technical Publication T9074-AS-GIB-010/271. ASTM A275 may be used with the following restrictions: DC yokes (including switchable AC/DC yokes used in the DC mode) and permanent magnet yokes shall not be used; automatic powder blowers or any other form of forced air other than from a handheld bulb shall not be used for the application or removal of dry magnetic particles; arc strikes shall be removed; and equipment ammeters shall have an accuracy of 5% of full scale. Equipment ammeter accuracy, other than that stated, is acceptable provided the magnetic particle method procedure states that a magnetic field indicator is used to establish and verify adequate field strength for all aspects of the inspection. If NDT cannot be performed on surfaces inside holes, those surfaces shall be visually inspected to the maximum extent practical. Acceptance criteria shall be no linear indications greater than 1/16 inch. The NDT report shall be provided to the Government and shall be traceable to the unique ID number of the hook and eye pin or swivel eye bar (as applicable).

SD-06.1.4 In addition to the magnetic particle inspection, a through volume inspection of the forging shall be carried out in accordance with ASTM A388, Supplementary Requirement S1:

Reference block calibration shall be performed using at least three holes, spaced to approximate minimum, mean, and maximum thickness as tested, and shall be used to generate a distance amplitude correction (DAC) curve. The following hole sizes apply:

1. 1/16 in. flat bottom holes (FBH) for thicknesses less than 1.5 in.

2. 1/8 in. FBH for thicknesses of 1.5-6 in., inclusive

3. ¼ in. FBH for thicknesses over 6 in. Reporting criteria include:

1. All indications exceeding the DAC curve

2. Two or more indications separated by ½ in. or less

SD-07 Certificates Certifications shall be dated and shall bear the original signature (above the printed name) of the authorized representative of the Contractor or the manufacturer of the equipment being certified. Each certification shall clearly identify the hoist, drive, component, and location (as applicable) to which it applies.

SD-07.1 Wire Rope The Contractor shall provide the wire rope manufacturer's certification that the rope meets the published breaking strength, or the actual breaking strength of a sample taken from the reel and tested. Certification shall be traceable to the hoist, crane and reel.

SD-07.2 Crane Runway Rail The Contractor shall provide a certificate stating that the new crane will operate on the existing runway rail without restrictions; if the crane cannot operate without restriction, the Contractor shall identify areas of the runway that require correction for crane operation without restriction and indicate crane limitations if runway remains in the existing condition. The survey shall be performed by a registered design professional.

SD-07.3 Hazardous Material The Contractor shall certify that the crane contains no asbestos, lead paint, polychlorinated biphenyls (PCBs), or elemental mercury, and that chromates have been avoided where feasible.

SD-07.4 Loss of Power Test The Contractor shall certify that the loss of power tests as identified in Appendix C can be performed without any detrimental effects to the crane.

SD-07.5 Coupling Alignments The Contractor shall submit coupling alignment data records with certification that the alignment of all shafting connected by means of flexible couplings are within the manufacturer's installation tolerances. The shaft alignments shall be made using laser alignment equipment. A printout from the laser alignment equipment shall be attached to the coupling alignment data record certificate. Barrel couplings may be aligned using lasers or the OEM recommended method. The data records shall be taken after the coupling's final installation. Coupling alignments shall be verified by the Contractor after crane installation. Barrel coupling alignment data record(s) shall be submitted on the official NAVCRANECEN form titled “Drum Barrel Alignment Data Sheet” located on the NAVCRANECEN website. All other coupling alignment data record(s) shall be submitted on the official NAVCRANECEN form titled “Shaft/Coupling Alignment Record Form” located on the NAVCRANECEN website.

SD-07.6 Hook and Hook Nut Proof Test Only applies to custom designed and non-ferrous hooks.

The Contractor shall submit certification that the hook and hook nut have been proof tested based on the rated capacity of the hoist it is installed on and satisfies the acceptance criteria of ASME B30.10.

The proof test shall be performed prior to the Hook NDT specified in SD-06.1.

SD-07.7 Welding Certifications The Contractor shall provide a certificate stating that all welders, welding operators, weld inspectors, and the welding procedure qualification meet the requirements of AWS D14.1 for all work performed in manufacturing the crane.

The Contractor shall also provide a certificate stating that all welders, welding operators, weld inspectors, and the welding procedure qualification meet the requirements of AWS D1.1 for all work performed in installing/welding parts supporting the crane at/to building interfaces.

SD-07.8 Design Review by Professional Engineer The Contractor shall provide a certificate signed by the professional engineer stating that a complete holistic review of the crane design has been done prior to submittal for Government review. The certificate shall indicate the drawings, calculations, and serial number of the crane design reviewed as well as the name, state of licensure, and license number of the reviewing professional engineer(s).

SD-07.9 Contractor’s Self-Test The Contractor shall provide a certificate stating that the Contractor’s self-test has been completed in accordance with Section 2.8.1 of this specification.

SD-08 Manufacturer’s Instructions SD-08.1 Shop Test Procedure The Contractor shall develop and submit a shop test procedure that will demonstrate operation, performance, and safety of the crane. The test procedure shall be submitted and approved by the Government prior to conducting the shop test. As a minimum, the test procedure shall conform to those requirements specified in Appendix B.

SD08.2 Crane Removal and Installation Plan The Contractor shall submit a plan detailing the logistics involved in crane mobilization to the site, removal of the existing cranes, and installation of the new crane. The plan shall include, as a minimum, lifting configurations, lay-down areas, installation, and transport through the activity. A detailed lifting and handling plan meeting the minimum requirements shown in Appendix D and NAVFAC P-307 Section 11.1 shall be submitted by the Contractor, for review and acceptance by the Contracting Officer and the supported command. The construction crane and rigging gear shall comply with OSHA requirements and any local requirements. Lifts of all major components for crane removal and installation are, considered to be critical lifts and include any lifts performed by equipment such as forklifts and jacks. Actual center of gravity location and lifting point locations for completely assembled crane and for each major component (girders, hoist/trolleys, and end trucks) shall be provided with the Crane Installation Plan.

On-site changes of the plan are not allowed without Government review and acceptance.

SD-08.3 Accident Prevention Plan (APP) The APP shall be prepared in accordance with Appendix E, Exhibit A, and Exhibit B, and shall be submitted for review and comment by the Contracting Officer. Installation of the crane cannot proceed prior to the review and acceptance of the APP by the Contracting Officer.

SD-08.4 Training Course Outline The contractor shall prepare and submit to the Contracting Officer for approval, a training course outline. The outline shall contain enough detail for the Government to determine that all topics are adequately covered as prescribed in section 3.8 of this specification.

SD-09 Manufacturer’s Field Reports SD-09.1 Brake Adjustment Records The Contractor shall provide a brake adjustment record and installation/maintenance manuals for each brake on the crane. The brake adjustment record shall be submitted on the applicable brake record form located on the NAVCRANECEN website. Each brake measurement shall have a tolerance traceable to the associated brake manual or documentation provided by the brake manufacturer, location of measurements, and the actual brake setting. Changes made to settings of the brake, at any time, will void the record.

SD-09.2 Shop Test Deficient Items List Upon completion of the Government witnessed shop test and inspection of the crane, a list of deficient items will be compiled and attached to the “Government Post Shop Test Sign Off Sheet,” and signed by the Contractor, Government representative, and activity representative and forwarded to the Contracting Officer.

SD-09.3 Shop Test Record Upon successful completion of the shop test for the crane, the Contractor shall submit records of all test data.

SD-09.4 Field Test Record The Contractor shall follow the test procedure found in Appendix C that will demonstrate operation, capacity, and safety of the crane. Any deviations to the field test required by the Contractor must be approved by the Contracting Officer. Upon successful completion of all testing, the Contractor shall submit records of all test data.

SD-10 Operation and Maintenance Data The contractor shall submit the crane’s operation and maintenance manual to the Government for review. The operation and maintenance manuals shall include the following: table of contents, operation instructions, maintenance information, parts information, drawing list, all drawings, catalog cuts, and calculations.

Operation instructions shall include contractor’s detailed written procedures as well as crane operating and safety instructions including special precautions for starting/stopping.

Maintenance information shall include recommended maintenance procedures, preventative maintenance, manufacturer’s installation and maintenance manuals (for purchased components), lubrication instructions, and maintenance and programming instructions for the drives.

Maintenance instructions shall include alignment, adjustment, and calibration instructions for commercial components and parts lists. Programming instructions shall include a complete listing of all control system parameters with an explanation of their functions. Lubrication instructions shall include the location of lubrication points, type of lubricant to be used, and the frequency of lubrication, which shall agree with the lubrication drawing provided.

Parts information shall include a recommended spare parts list, all information on all contractor- designed parts, all purchased sub-assemblies and components including the manufacturer’s part number. The information shall be broken-out to the smallest replacement part.

SD-11 Closeout Submittals SD-11.1 Drawings on CD-ROM The Contractor shall provide the crane’s as-built drawings on CDs in AutoCAD 2010. The editable file shall be in .dwg or .dxf format and include basic 3-D crane models using Autodesk Inventor 2010 software. A separate copy in a bookmarked Portable Document Format (.pdf) shall also be provided. The as-built drawings shall be submitted to the Government following final Government acceptance of the crane. The CDs shall include an index of the drawings and calculations.

SD-11.2 Operation and Maintenance Manuals The Contactor shall provide the operation and maintenance manuals on CDs and 3 hard copies following final Government acceptance of the manuals. The manuals shall be in Portable Document Format (.pdf). The manuals shall be indexed using bookmarks in Adobe Acrobat.

SD-11.3 Control System Parameter Record After each crane has passed the final field test, the Contractor shall complete a control system parameter record for the crane and provide the crane parameter file downloaded from the crane at time of acceptance, if applicable. The record shall include the contract number, Contractor’s name and address, date, control system parameters, and their final settings. Each control system parameter shall be designated as either used or unused.

SD-11.4 Product Data Catalog cuts shall be submitted electronically, in .pdf format, as one unit with a cover sheet containing a title block and an index sheet identifying each catalog cut. Ensure each page is numbered and identified to allow proper filing if separated. Linked bookmarking is acceptable vice page numbering for the .pdf file. The minimum sections for indexing shall be the sections noted in paragraph SD-03.

SD-11.5 Frequency Allocation Application The technical section of the frequency allocation application attached as Appendix G, addressing the Contractor’s equipment, shall be completed by the manufacturer of the radio control equipment being furnished under this contract. Frequency availability at this activity shall be verified prior to design approval.

SD-11.6 List of Parameters and Crane OEM's Approved Crane Range After the crane have passed the final field test, the Contractor shall submit Appendix F for each electronic drive to document the crane designed parameter ranges in which each parameter can be safely tuned by the end user. The design parameter range, determined by the Contractor, shall be the applicable portion of the drive’s default range for each parameter. The Contractor must provide justification for each range of each parameter on the list.