W911RQ-18-Q-0001_Crane_(various)_AMENDMENT_2_MOD_DOC.pdf

JENNIFER GILBREATH

PHONE: 903-334-3328

FAX: 903-334-4141

JENNIFER.C.GILBREATH.CIV@MAIL.MIL

TEXARKANA TX 75507

SEE SCHEDULE

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

Solicitation W911RQ-18-Q-0001 for the purchase of Cranes (various) is hereby amended to make changes to the specifications and highlight changes in Amendment 1 and this amendment (2). Amendment 1 changes are highlighted for clarif ication; changes are highlighted in green.

Amendment 2 changes are highlighted in aqua for clarif ication. Solicitation close date has changed from December 6, 2017 3:00 PM CST to December 20, 2017 3:00 PM CST. There are no other changes. Offerors are reminded to acknow ledge this and every amendment in w riting.

Failure to acknow ledge an amendment in w riting could result in an offer/quote being rejected.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 23

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 27-Nov-2017

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W911RQ-18-Q-0001

X 9B. DATED (SEE ITEM 11)

06-Nov-2017

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer X is extended, is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

27-Nov-2017

CODE

RED RIVER ARMY DEPOT

DIRECTORATE FOR CONTRACTING

100 JAMES CARLOW DRIVE BLDG 431

TEXARKANA TX 75501-5000

W911RQ 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE W911RQ

FACILITY CODECODE

EMAIL:TEL:

W911RQ-18-Q-0001

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 1449 - CONTINUATION SHEET

SOLICITATION/CONTRACT FORM

The required response date/time has changed from 07-Dec-2017 03:00 PM to 20-Dec-2017 03:00 PM.

The following have been modified:

PURCHASE DESCRIPTION

Amendment 1 changes highlighted in this color 11/15/17 Amendment 2 changes highlighted in this color 11/27/17

SPECIFICATIONS FOR

OVERHEAD BRIDGE CRANE, DOUBLE GIRDER, TOP RUNNING CAPACITY:

5 TON, 10,000 (LBS) BLDG: 343-1 CLIN 0001

1. SCOPE.

This specification covers the requirements for structural steel, prefabricated overhead bridge crane, top running, double girder type , equipped with bridge drive, motorized end truck, motorized trolley, hoist, hoist drive, and remote radio control that will produce an operational overhead bridge crane system , 5-Ton, 10,000 (lbs.) lifting capacity.

1.1. Scope. This specification covers the requirements for a prefabricated structural steel bridge crane with installation devices that will produce an operational overhead bridge crane system that can be installed by the Government.

1.2 Intended Use. The bridge crane will be used for the disassembly and assembly of tactical vehicles within existing shop building.

2. APPLICABLE DOCUMENTS.

2.1 General. The specified technical requirement listed in the body of this document must be met whether or not the source document is listed in this section.

2.2 Government Documents. The following specifications, standards, and handbooks for a part of this document to the extent specified herein. Unless otherwise specified, the issuances in effect on date of request for quote shall apply.

DEPARTMENT OF LABOR, OCCUPATION AL SAFETY AND HEALTH ADMINSTRATION

Federal Specifications for Wire Rope, RR-W-410G.

OCCUPATIONAL SAFETY AND HEALTH STANDARDS, 29 CFR 1910.178, Powered Industrial Trucks.

OCCUPTIONAL SAFETY AND HEALTH STANDARDS, 29 CFR 1910.1926.550, Cranes and Derricks.

(Copies of OSHA Standards are available at: http://www.osha.gov/comp-links.html)

2.3. Non-Government Publications. The following documents form a part of this document as applicable to the extent specified herein. Unless otherwise specified, the issuances in effect on date of request for quote shall apply.

AMERICAN INSTITUTE OF STEEL CONSTRUCTION, INC.

“Manual of Steel Construction,” 400 North Michigan Avenue, Chicago, Illinois 60611.

AMERICAN SOCIETY FOR NONDESTRUCTIVE TESTING

SNC-TC-1A, Personnel Qualification and Certification in Nondestructive Testing.

AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME, AMERICAN NATIONAL

STANDARDS INSTITUTE (ANSI).

ANSI/ISA S84.01, Electrical, Electronic, Programmable Electronic Systems in Safety Applications. ASME B30.10, Hooks.

ASME B30.16, Overhead Hoists.

ASME B30.19, Cable Raceways.

ASME B30.20, Below-the-Hook Lifting Device.

ASME HST-4, Performance Standard for Overhead Electric Wire Rope Hoists.

AMERICAN WELDING SOCIETY

D1.1, Structural Welding and Cutting Code.

D1.2, Structural Welding Code-Aluminum.

D14.1, Specifications for welding Industrial and Mill Cranes.

CRANE MANUFACTURES ASSOCIATION OF AMERICA (CMAA)

CMAA Specification No. 70, Specification for Electric Overhead Traveling Cranes.

CMAA Specifications No.74, Specifications for Top-running and under running Single Girder Electric Overhead Cranes.

WIRE ROPE TECHNICAL BOARD

Wire rope user’s manual.

MIL SPEC

MIL-STD-129 Markings for Shipment and Storage.

MIL-STD-130 Identification of Marking of U. S. Military Property.

NATIONAL FIRE PROPECTION ASSOCIATION

NEPA 70 (2005; TIA 2005) National Electric Code.

NEPA 70E (2004; AMD 2004) Electric Safety

In The Work Place.

AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM)

A-36 Structural Steel.

B-15.1 Safety Code for Mechanical Power Transmission Equipment.

B-63 Resistivity, of Mechanically Conducting Resistance and Contact Materials.

National Electrical Manufacture’s Association (NEMA)

IC-1 Industrial Controls.

MG-1 Motors and Generators.

SG-1 Low Voltage Power Circuit Breakers.

NEMA 2535.4 (2002) Product Safety Signs and Label.

NEMA WD6 (2002) Standard For: Wiring Devices Dimensions Requirements.

NEMA WDI (1999: R 205) Standard for General Requirements for Wiring Devices

NEMA (2005) Standard For: Electrical Metallic Conduit.

UNDER WRITERS LABORATORIES

UL 1 (2005) Standard For: Flexible Metal Conduit.

UL 50 (2003; R 2005) Standard For: Enclosures For Electrical Equipment.

UL 83 (2003), Rev thru Apr 2006) Standard For: Thermoplastic-Insulated Wires and Cables.

UL 508 (2005) Standard For Industrial Controls.

UL 512 (1993); Rev thru Mar 1999) Fuse Holders

UL 514A (2005) Standard For: Metallic Boxes.

UL 486A/B (2003; Rev thru Aug 2006) Standard For Wire Connectors.

UL 486C (2004; Rev thru Aug 2006) Standard For Splicing Wire Connectors.

UL 1660 (2004; Rev thru Jan 2005) Liquid-Tight Flexible Nonmetallic Conduit.

3. REQUIREMENTS

3.1. General. The new overhead bridge crane systems shall comply with Crane Manufacture’s Association of America standards (CMMA-70), and the appropriate ASME B30 series document for the type of overhead bridge crane installed. The equipment to be furnished under this specification shall be designed and/or constructed to handle live loads at the specified rated capacity plus 25 % shock load. A minimum design safety factor of 5, based on ultimate strength of the materials used, where above standards referenced are not explicit.

3.2. Specifications. The prefabricated overhead bridge crane systems including structural steel bridge, end trucks, trolley assembly, hoist assembly, electrification system and control device shall be designed or meet the following conditions and facility dimensions.

3.2.1. Rated Load Capacity: 5-Tons, 10,000 (lbs.)

3.2.2. Runway Type, (Existing): Concrete Constructed

3.2.3. Runway Beam Support Columns, (Existing): Concrete Constructed

3.2.4. Crane Runway Height (Existing): 25’ 10”

3.2.5. Bottom of Bridge Beam, (Existing): 23’ 06”

3.2.6. Span: (Centerline to Centerline): 28’ 2 5/8”

3.2.7. Runway Rail (Existing): ASCE, CW 40 (lbs.)

3.2.8. Bridge Type: Top Running

3.2.9. Bridge Speed: 100 fpm (Stepless)

3.2.10. Bridge Electrification: Duct-O-Bar Collector (or/equal)

3.2.11 Crane Classification: Class-D

3.2.12. Hoist Type: Wire Rope

3.2.13. Hoist Speed: 2-Speed, 10 & 20 fpm

3.2.14. Hoist Hook Type: Drop Forged Steel, (Unpainted)

3.2.15. Hoist Hook Series: DIN 15401 Class “T” or “V”

3.2.16. Hook Style: RSN Type, (or/equal)

3.2.17. Hook Height: 21’ 06” (Min)

3.2.18. Trolley Type: Top Running (Motorized)

3.2.19. Trolley Speed: 65 f. p. m. (Stepless)

3.2.20. Trolley Electrification: Duct-O-Bar, (or/equal)

3.2.21. End Truck Axle Type: Fixed or Rotating

3.2.22. End Truck Length: 9’ 6” (Min)

3.2.23. Drive Motor: ½ HP x 2 Motors (or/equal)

3.2.24. Crane Brakes: Standard

3.2.25. Bridge Electrification (Existing): Duct-O-Bar, (3-Conductor)

3.2.26. Bridge Controls: Remote/Radio

3.2.27. Remote Control: Portable, (2 Each)

3.2.28. Electrical Service: 208V, 3P, 60Hz, 110/120, 1 Phase, Control Volts

3.3. Hoist Hook Design. The hoist hook supplied with crane hoist assembly shall be of forged alloy steel and load tested in accordance with ASME B30.10. The hoist hook style and maximum dimensional size shall be in accordance with DIN 15401 Class “T” or Class “V” single point hooks and size selection shall be matched to hoist capacity.

3.4. Runway Rails, (Existing). The overhead bridge crane runway rail supported by structural steel constructed facility support columns are designed to accept a bridge crane equipped with structural steel double girder bridge, complete with end trucks, trolley, and hoist assembly that can be positioned or aligned on existing runway rails.

3.5. Lock Out /Tag Out (LOTO) Electrical Requirement. The commercial vendor shall furnish a graphical, machine-specific LOTO procedure that clearly and specifically describes the steps necessary to establish zero clearance-energy state for the equipment in accordance with the requirements of OSHA Regulation, CFR- 1910,147 referenced in (2.2. Section) listed above. This procedure shall be printed on a durable material suitable for posting on the equipment. All, Lock/Out/Tag Out, (LOTO) locations on the equipment shall be clearly identified with durable keyed to the LOTO procedure. The vendor shall furnish the procedure in an electronic format so the information can be easily transferred into a maintenance management data base.

3.6. Warning Device. The industrial factory assembled overhead bridge cranes shall be equipped with electrical/electronic operated bell, flasher and anti-collision electronic sensor preset for 10 FT spacing located on the east end of two (2) each crane end trucks and on the west end of two (2) each end trucks that will be energized when bridge is placed in motion.

4. QUALITY ASSURANCE PROVISIONS

4.1. Inspections. The Government reserves the right to perform such inspections as deemed necessary to assure material and services conform to prescribed requirements.

4.2. Examination. The appropriate equipment inspection shall be perform by Production Engineering Division’s Officer, (Equipment/Specialist).

4.3. Packing. The unit shall be packed in a manner, which shall ensure arrival at this depot in satisfactory condition and be acceptable to the carrier at lowest rates. Containers and packing shall comply with rules and regulations applicable to the mode of transportation.

4.4. Labeling. The rated load of all cranes shall be plainly marked on each side of the crane. If the crane has more than one hoisting unit, each hoist load block shall be marked with its rated load. This marking shall be clearly legible from the floor (OSHA) requirement for all overhead bridge cranes.

4.5. Markings. Shipping pallets and containers shall be marked in accordance with MIL-STD-129.

5. WARRANTY

5.1 The equipment and components furnished under this specification shall be guaranteed for a period the specified warranty for equipment of this type or for a period of time equal to the manufacture’s normal commercial warranty against defective materials, design, and workmanship. Upon receipt of notice from the Government of failure of any part of the guaranteed equipment during the warranty period, that part or component shall be replaced promptly with as new parts by and at the expense of the manufacture.

10 TON, 20,000 (LBS) BLDG: 401-1 CLIN 0002

6. SCOPE.

This specification covers the requirements for structural steel, prefabricated overhead bridge crane, top running, double girder type , equipped with bridge drive, motorized end truck, motorized trolley, hoist, hoist drive, and remote radio control that will produce an operational overhead bridge crane system, 10- Ton, 20,000 (lbs.) lifting capacity.

6.1. Scope. This specification covers the requirements for a prefabricated structural steel bridge crane with installation devices that will produce an operational overhead bridge crane system that can be installed by the Government.

6.1.2 Intended Use. The bridge crane will be used for the disassembly and assembly of tactical vehicles within existing shop building.

7. APPLICABLE DOCUMENTS.

7.1 General. The specified technical requirement listed in the body of this document must be met whether or not the source document is listed in this section.

7.2 Government Documents.

The following specifications, standards, and handbooks for a part of this document to the extent specified herein. Unless otherwise specified, the issuances in effect on date request for quote shall apply.

DEPARTMENT OF LABOR, OCCUPATIONAL SAFETY AND HEALTH

ADMINSTRATION.

OCCUPATIONAL SAFETY AND HEALTH STANDARDS, 29 CFR 1910.178, Powered Industrial Trucks.

OCCUPTIONAL SAFETY AND HEALTH STANDARDS, 29 CFR 1910.1926.550, Cranes and Derricks.

7.3. Non-Government Publications. The following documents form a part of this document as applicable to the extent specified herein. Unless otherwise specified, the issuances in effect on request for quote shall apply.

AMERICAN SOCIETY FOR NONDESTRUCTIVE TESTING.

SNC-TC-1A, Personnel Qualification and Certification in Nondestructive Testing.

AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME, AMERICAN NATIONAL

STANDARDS INSTITUTE (ANSI).

ANSI/ISA S84.01, Electrical, Electronic, Programmable Electronic Systems in Safety Applications.

ASME B30.10, Hooks.

ASME B30.16, Overhead Hoists. ASME B30.19, Cable Raceways.

ASME B30.20, Below-the-Hook Lifting Device.

ASME HST-4, Performance Standard for Overhead Electric Wire Rope Hoists.

AMERICAN WELDING SOCIETY.

D1.1, Structural Welding and Cutting Code. D1.2, Structural Welding Code-Aluminum.

CRANE MANUFACTURES ASSOCIATION OF AMERICA (CMAA).

CMAA Specifications No.74, Specifications for Top-running and under running Single Girder Electric Overhead Cranes.

WIRE ROPE TECHNICAL BOARD.

MIL SPEC.

NATIONAL FIRE PROPECTION ASSOCIATION.

NEPA 70E (2004; AMD 2004) Electric Safety In The Work Place.

AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM).

A-36 Structural Steel.

B-63 Resistivity, of Mechanically Conducting Resistance and Contact Materials.

National Electrical Manufacture’s Association (NEMA).

SG-1 Low Voltage Power Circuit Breakers.

NEMA 2535.4 (2002) Product Safety Signs and Label.

NEMA WD6 (2002) Standard For: Wiring Devices Dimensions Requirements.

NEMA WDI (1999: R 205) Standard for General Requirements for Wiring Devices.

NEMA (2005) Standard For: Electrical Metallic Conduit.

UNDER WRITERS LABORATORIES.

UL 50 (2003; R 2005) Standard For: Enclosures For Electrical Equipment.

UL 83 (2003), Rev thru Apr 2006) Standard For: Thermoplastic-Insulated Wires and

Cables.

UL 508 (2005) Standard For Industrial Controls.

UL 512 (1993); Rev thru Mar 1999) Fuse Holders.

UL 514A (2005) Standard For: Metallic Boxes.

UL 486A/B (2003; Rev thru Aug 2006) Standard For Wire Connectors.

UL 486C (2004; Rev thru Aug 2006) Standard For Splicing Wire Connectors.

UL 1660 (2004; Rev thru Jan 2005) Liquid-Tight Flexible Nonmetallic Conduit.

8. REQUIREMENTS.

8.1. General. The new overhead bridge crane systems shall comply with Crane

Manufacture’s Association of America standards (CMMA-70), and the appropriate ASME B30 series document for the type of overhead bridge crane installed. The equipment to be furnished under this specification shall be designed and/or constructed to handle live loads at the specified rated capacity plus 25 % shock load. A minimum design safety factor of 5, based on ultimate strength of the materials used, where above standards referenced are not explicit.

8.2. Specific. The prefabricated overhead bridge crane systems including structural steel bridge, end trucks, trolley assembly, hoist assembly, electrification system and control device shall be designed or meet the following conditions and facility dimensions.

8.2.1. Rated Load Capacity: 10-Tons, 20,000 (lbs.)

8.2.2. Runway Type, (Existing): Structural Steel Constructed

8.2.3. Runway Beam Support Columns, (Existing): Structural Steel Constructed

8.2.4. Crane Runway Height (Existing): 30’ (Lowest Point of Obstruction)

8.2.5. Bottom of Bridge Beam, (Existing): NOTE: Field Verification

8.2.6. Runway Rail (Existing): ASCE, C/W 40 (lbs)

8.2.7. Span: (Centerline to Centerline): 27’ ½” (Existing Rail)

8.2.8. Bridge Type: Top Running

8.2.9. Bridge Speed: 100 fpm (Stepless)

8.2.10. Bridge Electrification: Duct-O-Bar Collector (or/equal)

8.2.11. Crane Classification: Class-D

8.2.12. Hoist Type: Wire Rope

8.2.13. Hoist Speed: 2-Speed, 10 & 20 fpm, (Min)

8.2.14. Hook Type: Drop Forged Steel, DIN 15401 Class “T”

or “V”

8.2.15. Hook Style: RSN Type, (or/equal)

8.2.16. Hook Exterior Surface: Unpainted

8.2.17. Hook Height: 22’ 06” (Min)

8.2.18. Trolley Type: Top Running (Motorized)

8.2.19. Trolley Speed: 65 f. p. m. (Stepless)

8.2.20. Trolley Electrification: Duct-O-Bar, (or/equal)

8.2.21. End Truck Axle Type: Fixed or Rotating

8.2.22. End Truck Length: 9’ 6” (Min)

8.2.23. Drive Motor: ½ HP x 2 Motors (or/equal)

8.2.24. Crane Brakes: Standard

8.2.25. Bridge Electrification (Existing): Duct-O-Bar, (3-Conductor)

8.2.26. Bridge Controls: Remote/Radio

8.2.27. Remote Control: Portable, (2 Each)

8.2.28. Electrical Service: 208V, 3P, 60Hz,

8.2.29. Electrical Control Voltage: 110/120, 1 Phase, 60 Hz.

8.3. Hoist Hook Design. The hoist hook supplied with crane hoist assembly shall be of forged alloy steel and load tested in accordance with ASME B30.10. The hoist hook style and maximum dimensional size shall be in accordance with DIN 15401 Class “T” or Class “V” single point hooks and size selection shall be matched to hoist capacity.

8.4. Runway Rails, (Existing). The overhead bridge crane runway rail supported by structural steel constructed facility support columns are designed to accept a bridge crane equipped with structural steel double girder bridge, complete with end trucks, trolley, and hoist assembly that can be positioned or aligned on existing runway rails.

8.5. Lock Out /Tag Out (LOTO). Electrical Requirement The commercial vendor shall furnish a graphical, machine-specific LOTO procedure that clearly and specifically describes the steps necessary to establish zero clearance-energy state for the equipment in accordance with the requirements of OSHA Regulation, CFR- 1910,147 referenced in (7.2. Section) listed above. This procedure shall be printed on a durable material suitable for posting on the equipment. All, Lock/Out/Tag Out, (LOTO) locations on the equipment shall be clearly identified with durable keyed to the LOTO procedure. The vendor shall furnish the procedure in an electronic format so the information can be easily transferred into a maintenance management data base.

8.6. Warning Device. The factory assembled industrial overhead bridge crane shall be equipped with electrical operated bell and flasher that will be energized when bridge is placed in motion.

9. QUALITY ASSURANCE PROVISIONS.

9.1. Inspections. The Government reserves the right to perform such inspections as deemed necessary to assure material and services conform to prescribed requirements.

9.1.1. Examination. The appropriate equipment inspection shall be perform by Production

Engineering Division’s Officer, (Equipment/Specialist).

9.1.2. Packing. The unit shall be packed in a manner, which shall ensure arrival at this depot in satisfactory condition and be acceptable to the carrier at lowest rates. Containers and packing shall comply with rules and regulations applicable to the mode of transportation.

9.1.3. Labeling. The rated load shall be plainly marked on each side of the crane.

9.1.4. Markings. Shipping pallets and containers shall be marked in accordance with MIL-STD-129.

10. WARRANTY

10.1 The equipment and components furnished under this specification shall be guaranteed for a period the specified warranty for equipment of this type or for a period of time equal to the manufacturer’s normal commercial warranty against defective materials, design, and workmanship. Upon receipt of notice from the Government of failure of any part of the guaranteed equipment during the warranty period, that part or component shall be replaced promptly with as new parts by and at the expense of the manufacturer.

20 ON, 40,000 (LBS) BLDG: 412 CLIN 0003

11. SCOPE.

This specification covers the requirements for prefabricated, structural steel overhead bridge cranes complete with double girder bridge, top running motorized trolley, motorized end trucks, hoist assembly, and remote radio controls that will produce five (5) each operational overhead bridge cranes having a lifting capacity of 20-Tons, 40,000 (lbs.).

11.1 Scope. This specification covers the requirements for five (5) each prefabricated

20 Tons, 40, 000 (lbs.) capacity overhead bridge cranes complete with double girder bridge assembly, top running trolley assembly, hoist assembly complete with related accessories and hardware that can be installed by the Government.

11.1.1 Intended Use. The industrial bridge cranes will be used to support the disassembly and assembly of tactical vehicles within an existing shop building.

12. APPLICABLE DOCUMENTS.

12.1 General. The specified technical requirement listed in the body of this document must be met whether or not the source document is listed in this section.

12.1.2. Government Documents. The following specifications, standards, and handbooks for a part of this document to the extent specified herein. Unless otherwise specified, the issuances in effect on date of request for quote shall apply.

Trucks. OCCUPTIONAL SAFETY AND HEALTH STANDARDS, 29 CFR 1910.1926.550, Cranes and Derricks.

12.1.3. Non-Government Publications. The following documents form a part of this document as applicable to the extent specified herein. Unless otherwise specified, the issuances in effect on date request for quote shall apply.

AMERICANSOCIETY FOR NONDESTRUCTIVETESTING

SNC-TC-1A, Personnel Qualification and Certification in Nondestructive Testing.

AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME, AMERICAN NATIONAL

STANDARDS INSTITUTE (ANSI).

ANSI/ISA S84.01, Electrical, Electronic, Programmable Electronic Systems in Safety Applications.

ASMEB30.10, Hooks.

ASMEB30.16, Overhead Hoists.

ASMEB30.19, Cable Raceways.

ASMEB30.20, Below-the-Hook Lifting Device.

ASMEHST-4, Performance Standard for Overhead Electric Wire Rope Hoists.

AMERICANWELDINGSOCIETY.

D1.1, Structural Welding and Cutting Code. D1.2, Structural Welding Code-Aluminum.

CRANE MANUFACTURES ASSOCIATION OF AMERICA (CMAA)

CMAA Specifications No.74, Specifications for Top-running and under running Single Girder Electric Overhead Cranes.

WIRE ROPE TECHNICAL BOARD

MIL SPEC

NATIONAL FIRE PROPECTION ASSOCIATION.

NEPA 70E (2004; AMD 2004) Electric Safety

In The Work Place.

AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM)

A-36 Structural Steel

B-63 Resistivity, of Mechanically Conducting Resistance and Contact Materials.

National Electrical Manufacture’s Association (NEMA)

SG-1 Low Voltage Power Circuit Breakers.

NEMA 2535.4 (2002) Product Safety Signs and Label.

NEMA WD6 (2002) Standard For: Wiring Devices Dimensions

Requirements.

NEMA WDI (1999: R 205) Standard for General Requirements for Wiring Devices NEMA(2005) Standard For: Electrical Metallic Conduit.

UNDERWRITERSLABORATORIES

UL 50 (2003; R 2005) Standard For: Enclosures For Electrical Equipment.

UL 83 (2003), Rev thru Apr 2006) Standard

For: Thermoplastic-Insulated Wires and Cables.

UL 508 (2005) Standard For Industrial Controls.

UL 512 (1993); Rev thru Mar 1999) Fuse Holders

UL 514A (2005) Standard For: Metallic Boxes.

UL 486A/B (2003; Rev thru Aug 2006) Standard For Wire Connectors.

UL 486C (2004; Rev thru Aug 2006) Standard For Splicing Wire Connectors.

UL 1660 (2004; Rev thru Jan 2005) Liquid-Tight Flexible Nonmetallic Conduit.

13. REQUIREMENTS

13.1. General. The new overhead bridge crane systems shall comply with Crane

Manufacture’s Association of America standards (CMMA-70), and the appropriate ASME B30 series document for the type of overhead bridge crane installed. The equipment to be furnished under this specification shall be designed and/or constructed to handle live loads at the specified rated capacity plus 25 % shock load. A minimum design safety factor of 5, based on ultimate strength of the materials used, where above standards referenced are not explicit.

13.2. Specific. The prefabricated overhead bridge crane system including structural steel double girder bridge assembly, end truck assembly, trolley assembly, hoist assembly, electrification system and control device shall be designed or meet the following conditions and facility dimensions.

13.2.1 Rated Load Capacity: 20-Tons, 40,000 (1bs)

13.2.2 Runway Type, (Existing): Structural Steel

Constructed

13.2.3. Runway Beam Support Columns, (Existing): Structural Steel Constructed

13.2.4. Runway Height ,(Existing): 36’ (Lowest Point of

Obstruction)

13.2.5. Bottom of Bridge Beam, (Existing): NOTE: Field

Verification

13.2.6. Runway Rail, (Existing): ASCE, C/W 40 (lbs.)

13.2.7. Span: (Centerline to Centerline): 38’

13.2.8. Bridge Type: Double-Girder

13.2.9. Bridge Speed: 100 fpm (Stepless)

13.2.10. Bridge Electrification: 4-Conductor

(or/equal)

13.2.11. Crane Classification: Class-D

13.2.12. Hoist Type: Wire Rope

13.2.13. Hoist Speed: 2-Speed, 10 & 20 fpm, (Min)

13.2.14. Hook Type: Drop Forged Steel, DIN 15401 Class “T” or “V”

13.2.15. Hook Style: RSN Type, (or/equal)

13.2.16. Hook Exterior Surface: Unpainted

13.2.17. Hook Certification: Magnetic Particle

Tested

13.2.18. Hook Height: 24’ 0” (Min)

Trolley Type: Top Running (Motorized)

13.2.19. Trolley Speed: 65 f. p. m. (Stepless)

13.2.20. Trolley Electrification: Duct-O-

Bar,(or/equal)

13.2.21. End Truck Axle Type: Fixed or Rotating

13.2.22. End Truck Length: 9’ 6” (Min)

13.2.23. Drive Motor: ½ HP x 2 Motors

(or/equal)

13.2.24. Crane Brakes: Standard

13.2.25. Bridge Electrification, (Existing) 4-Conductor (or/equal)

13.2.26. Bridge Controls: Remote/Radio

13.2.27. Remote Control: Portable, (2 Each)

13.2.28. Electrical Service: 460V, 3P, 60Hz, 110/120, 1 Phase, Control Volts

13.3. Hoist Hook Design: The hoist hook supplied with crane hoist assembly shall be of forged alloy steel and load tested in accordance with ASME B30.10. The hoist hook style and maximum dimensional size shall be in accordance with DIN 15401 Class “T” or Class “V” single point hooks and size selection shall be matched to hoist capacity.

13.4. Hoist Hook Testing: A certificate for magnetic particle testing of hook assembly shall be provided.

13.5. Runway Rails, (Existing). The overhead bridge crane runway rail supported by structural steel constructed facility support columns are designed to accept a bridge crane equipped with structural steel double girder bridge, complete with end trucks, trolley, and hoist assembly that can be positioned or aligned on existing crane runway rails

13.6. Lock Out /Tag Out (LOTO) Electrical Requirement. The commercial vendor shall furnish a graphical, machine- specific LOTO procedure that clearly and specifically describes the steps necessary to establish zero clearance- energy state for the equipment in accordance with the requirements of OSHA Regulation, CFR- 1910,147 referenced in (12.1.2. Section) listed above. This procedure shall be printed on a durable material suitable for posting on the equipment. All, Lock/Out/Tag Out, (LOTO) locations on the equipment shall be clearly identified with durable keyed to the LOTO procedure. The vendor shall furnish the procedure in an electronic format so the information can be easily transferred into a maintenance management data base.

13.7. Warning Device The industrial factory assembled overhead bridge crane shall be equipped with electrical/electronic operated bell, flasher and anti-collision electronic sensor preset for 10 FT spacing located on the south side of each crane end truck that will be energized when bridge is placed in motion.

14. QUALITYASSURANCE PROVISIONS.

14.1. Inspections. The Government reserves the right to perform such inspections as deemed necessary to assure material and services conform to prescribed requirements.

14.1.1. Examination. The appropriate equipment inspection shall be perform by Production Engineering Division’s Officer, (Equipment/Specialist).

14.1.2. Packing. The unit shall be packed in a manner, which shall ensure arrival at this depot in satisfactory condition and be acceptable to the carrier at lowest rates. Containers and packing shall comply with rules and regulations applicable to the mode of transportation.

14.1.3. Labeling. The rated load shall be plainly marked on each side of the crane bridge beam.

14.1.4. Markings. Shipping pallets and containers shall be marked in accordance with MIL-STD-129.

15. WARRANTY.

15.1. The equipment and components furnished under this specification shall be guaranteed for a specified warranty for equipment of this type or for a period of time equal to the manufacture’s normal commercial warranty against design, workmanship and defective materials,. Upon receipt of notice from the Government of failure of any part of the guaranteed equipment during the warranty period, that component or part shall be replaced promptly with as new components or parts by and at the expense of the manufacture.

10 TON, 20,000 (LBS) BLDG: 345-1 CLIN 0004

21. SCOPE.

This specification covers the requirements for structural steel, prefabricated overhead bridge crane, top running, double girder type , equipped with bridge drive, motorized end truck, motorized trolley, hoist, hoist drive, and remote radio control that will produce an operational overhead bridge crane system , 10-Ton, 20,000 (lbs.) lifting capacity.

21.1 Scope This specification covers the requirements for a prefabricated structural steel bridge crane with installation devices that will produce an operational overhead bridge crane system that can be installed by the Government.

21.2 Intended Use. The bridge crane will be used for the disassembly and assembly of tactical vehicles within existing shop building.

22. APPLICABLE DOCUMENTS.

22.1 General. The specified technical requirement listed in the body of this document must be met whether or not the source document is listed in this section.

22.2 Government Documents. The following specifications, standards, and handbooks for a part of this document to the extent specified herein. Unless otherwise specified, the issuances in effect on date of request for quote shall apply.

Trucks.

OCCUPTIONAL SAFETY AND HEALTH STANDARDS, 29 CFR 1910.1926.550, Cranes and Derricks.

22.3. Non-Government Publications. The following documents form a part of this document as applicable to the extent specified herein. Unless otherwise specified, the issuances in effect on date of request for quote shall apply.

AMERICAN INSTITUTE OF STEEL CONSTRUCTION INC.

“Manual of Steel Construction,” 400 North Michigan Avenue, Chicago, Illinois 60611.

AMERICANSOCIETY FOR NONDESTRUCTIVETESTING

SNC-TC-1A, Personnel Qualification and Certification in Nondestructive Testing.

AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME, AMERICAN NATIONAL STANDARDS

INSTITUTE (ANSI).

ANSI/ISA S84.01, Electrical, Electronic, Programmable Electronic Systems in Safety Applications.

ASMEB30.10, Hooks.

ASMEB30.16, Overhead Hoists. ASMEB30.19, Cable Raceways.

ASMEB30.20, Below-the-Hook Lifting Device.

ASMEHST-4, Performance Standard for Overhead Electric Wire Rope Hoists.

AMERICANWELDINGSOCIETY.

D1.1, Structural Welding and Cutting Code.

D1.2, Structural Welding Code-Aluminum.

D14.1, Specifications for welding Industrial and Mill Cranes.

CRANE MANUFACTURES ASSOCIATION OF AMERICA (CMAA)

CMAA Specification No. 70, Specification for Electric Overhead Traveling Cranes.

CMAA Specifications No.74, Specifications for Top-running and under running Single Girder Electric Overhead Cranes.

WIRE ROPE TECHNICAL BOARD

Wire rope user’s manual.

MIL SPEC

MIL-STD-129 Markings for Shipment and Storage.

MIL-STD-130 Identification of Marking of U. S. Military Property.

NATIONAL FIRE PROPECTION ASSOCIATION.

NEPA 70 (2005; TIA 2005) National Electric Code. NEPA 70E (2004; AMD 2004) Electric Safety In The Work Place. 3

AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM)

A-36 Structural Steel

B-15.1 Safety Code for Mechanical Power Transmission Equipment.

B-63 Resistivity, of Mechanically Conducting Resistance and Contact Materials.

National Electrical Manufacture’s Association (NEMA)

IC-1 Industrial Controls.

MG-1 Motors and Generators.

SG-1 Low Voltage Power Circuit Breakers.

NEMA 2535.4 (2002) Product Safety Signs and Label.

NEMA WD6 (2002) Standard For: Wiring Devices Dimensions Requirements.

NEMA WDI (1999: R 205) Standard for General Requirements for Wiring Devices NEMA (2005) Standard For: Electrical Metallic Conduit.

UNDERWRITERSLABORATORIES

UL 1 (2005) Standard For: Flexible Metal Conduit.

UL 50 (2003; R 2005) standard For: Enclosures for Electrical Equipment.

UL 83 (2003), Rev thru Apr 2006) Standard For: Thermoplastic-Insulated Wires and Cables.

UL 508 (2005) Standard For Industrial Controls.

UL 512 (1993); Rev thru Mar 1999) Fuse Holders

UL 514A (2005) Standard For: Metallic Boxes.

UL 486A/B (2003; Rev thru Aug 2006) Standard For Wire Connectors.

UL 486C (2004; Rev thru Aug 2006) Standard For Splicing Wire Connectors.

UL 1660 (2004; Rev thru Jan 2005) Liquid-Tight Flexible Nonmetallic Conduit.

23.4. General. The new overhead bridge crane systems shall comply with Crane Manufacture’s Association of America standards (CMMA-70), and the appropriate ASME B30 series document for the type of overhead bridge crane installed. The equipment to be furnished under this specification shall be designed and/or constructed to handle live loads at the specified rated capacity plus 25 % shock load. A minimum design safety factor of 5, based on ultimate strength of the materials used, where above standards referenced are not explicit.

23.5. Specific. The prefabricated overhead bridge crane systems including structural steel bridge, end trucks, trolley assembly, hoist assembly, electrification system and control device shall be designed or meet the following conditions and facility dimensions.

23.5.1. Rated Load Capacity: 10-Tons, 20,000 (lbs)

23.5.2. Runway Type, (Existing): Concrete Constructed

23.5.3. Runway Beam Support Columns, (Existing): Concrete Constructed

23.5.4. Crane Runway Height (Existing): 24’ 4”

23.5.5. Bottom of Runway Beam, (Existing): 20’ 4”

23.5.6. Runway Rail (Existing): ASCE, C/W 40 (lbs.)

23.5.7. Span: (Centerline to Centerline): 21’ 5 5/8” (Existing Rail)

23.5.8. Bridge Type: Double-Girder

23.5.9. Bridge Speed: 100 fpm (Stepless)

23.5.10. Bridge Electrification: Duct-O-Bar Collector (or/equal)

23.5.11 Crane Classification: Class-D

23.5.12. Hoist Type: Wire Rope 4-Part Double Reeved (Min)

23.5.13. Hoist Speed: 2-Speed, 10 & 20 fpm, (Min)

23.5.14. Hook Type: Drop Forged Steel, DIN 15401 Class “T” or “V”

23.5.15. Hook Style: RSN Type, (or/equal)

23.5.16. Hook Exterior Surface: Unpainted

23.5.17. Hook Certification: Magnetic Particle Tested

23.5.18. Hook Height: 22’ 0” (Min)

23.5.19. Trolley Type: Top Running (Motorized)

23.5.20. Trolley Speed: 65 f. p. m. (Stepless)

23.5.21. Trolley Electrification: Duct-O-Bar,(or/equal)

23.5.22. End Truck Axle Type: Fixed or Rotating

23.5.23. End Truck Length: 9’ 6” (Min)

23.5.24. Drive Motor: ½ HP x 2 Motors (or/equal)

23.5.25. Crane Brakes: Standard

23.5.26. Bridge Electrification (Existing): Duct-O-Bar, (3-Conductor)

23.5.27. Bridge Controls: Remote/Radio

23.5.28. Remote Control: Portable, (2 Each)

23.5.29. Electrical Service: 460V, 3P, 60Hz, 110/120, 1 Phase, Control Volts

24. Hoist Hook Design. The hoist hook supplied with crane hoist assembly shall be of forged alloy steel and load tested in accordance with ASME B30.10. The hoist hook style and maximum dimensional size shall be in accordance with DIN 15401 Class “T” or Class “V” single point hooks and size selection shall be matched to hoist capacity.

25. Runway Rails, (Existing). The overhead bridge crane runway rail supported by structural steel constructed facility support columns are designed to accept a bridge crane equipped with structural steel double girder bridge, complete with end trucks, trolley, and hoist assembly that can be positioned or aligned on existing runway rails.

26. Lock Out /Tag Out (LOTO). Electrical Requirement The commercial vendor shall furnish a graphical, machine-specific LOTO procedure that clearly and specifically describes the steps necessary to establish zero clearance-energy state for the equipment in accordance with the requirements of OSHA Regulation, CFR- 1910,147 referenced in (22.2. Section) listed above. This procedure shall be printed on a durable material suitable for posting on the equipment. All, Lock/Out/Tag Out, (LOTO) locations on the equipment shall be clearly identified with durable keyed to the LOTO procedure. The vendor shall furnish the procedure in an electronic format so the information can be easily transferred into a maintenance management data base.

27. Warning Device. The factory assembled industrial overhead bridge crane shall be equipped with electrical operated bell and flasher that will be energized when bridge is placed in motion.

28. QUALITY ASSURANCE PROVISIONS.

28.1. Inspections. The Government reserves the right to perform such inspections as deemed necessary to assure material and services conform to prescribed requirements.

28.2. Examination. The appropriate equipment inspection shall be perform by Production

Engineering Division’s Officer, (Equipment/Specialist).

28.3. Packing. The unit shall be packed in a manner, which shall ensure arrival at this depot in satisfactory condition and be acceptable to the carrier at lowest rates. Containers and packing shall comply with rules and regulations applicable to the mode of transportation.

28.4. Labeling. The rated load shall be plainly marked on each side of the crane.

28.5. Markings. Shipping pallets and containers shall be marked in accordance with MIL-STD-129.

29. WARRANTY.

29.1 The equipment and components furnished under this specification shall be guaranteed for a period the specified warranty for equipment of this type or for a period of time equal to the manufacturer’s normal commercial warranty against defective materials, design, and workmanship. Upon receipt of notice from the Government of failure of any part of the guaranteed equipment during the warranty period, that part or component shall be replaced promptly with as new parts by and at the expense of the manufacturer.

OVERHEAD BRIDGE CRANE SYSTEM, DOUBLE GIRDER, TOP RUNNING CAPACITY:

15 TON, 30,000 (LBS), BLDG: 749 CLIN 0005

30. Scope. This purchase description describes the minimum requirements for the procurement, and installation of one (1), each prefabricated structural steel, free standing, crane runway system cable of being erected and installed on concrete floor surface having a 8” (min) thickness. The crane runway system shall be complete with two (2) overhead bridge cranes, top running type having a lifting capacity of 15 Ton, 30,000 (lbs each. Totaling 60,000 lbs.).

The pre-fabricated, structural steel free-standing industrial crane runway system equipped with overhead bridge cranes will support in the upgrade of tactical vehicles within PROTO Test Section, Bldg.749-1, at Red River Army Depot (RRAD), Texarkana, Texas. To be installed by the contractor.

31. Function. The pre-fabricated, structural steel, free-standing crane runway system complete with two (2) each overhead bridge cranes, 15 Ton, 30,000 (lbs.each. Totaling 60,000 lbs.) capacity will be used to enhance lifting capabilities in support of trial production schedules for MRAP, HEMTT, Cougar, HET A1, and Tactical Fire Trucks.

32. Crane System Characteristics:

32.1. The pre-fabricated, free-standing, structural steel crane system shall be equipped with runway support columns, runway column cross bracing (or/equal), runway beams, runway rails, runway stops, runway electrification, bridge position device including two (2) each factory assembled 15 Ton, 30,000 (lbs. each. Totaling 60,000 lbs) overhead bridge cranes of top running type complete with bridge assembly, end truck assembly, trolley assembly, hoist assembly, remote/radio control, including related accessories and hardware that will meet or conform to the following characteristics.

32.1.1. The pre-fabricated, free-standing crane runway system to be furnished and erected shall be of structural steel, welded and bolted constructed complete with runway support columns, runway beams, runway rails including related hardware.

32.1.2. The pre-fabricated, free-standing crane runway system shall be capable of supporting two (2) each overhead bridge cranes, 15 Tons, 30,000 (lbs. each. Totaling 60,000 lbs ).

32.1.3. The existing tactical facility lowest point of obstruction has been determined to be approximate 18’. 4”.

32.1.4. Field verification required concerning existing tactical facility lowest point of obstruction.

32.1.5. Field verification on (all) dimension required prior to any fabrication.

33. Crane System Specific Requirements:

33.1. The pre-fabricated, free-standing crane system shall conform or meet the following specific and minimum requirements.

33.1.1. Specific.

33.1.2. Crane Runway System.

33.1.3 Crane Runway Type: Free-Standing

33.1.4. Crane Runway Series: Pre-fabricated

33.1.5. Crane Runway Beam Type: W Type, ASTM-36 Structural Steel

33.1.6. Crane Runway Beam Length: 89’ 0” (min)

33.1.7. Crane Runway Rail Type: ASCE C/W 60 (lbs.)

33.1.8. Crane Runway Rail Height: Field verification required

33.1.9. Crane System Lowest Point Obstruction: 18’ 4” Field verification required.

33.1.10. Crane Runway Column Type: I-Beam, ASTM-36, Structural Steel, With: Cross/Bracing, (or/equal)

33.1.11. Crane Runway Column Height: NOTE: Existing Facility Lowest Point Objection (18’ 6”),

33.1.12. Crane Runway Column Height: Field verification required

33.1.13. Crane Runway Rated Load: Capacity: 30 Tons, 60,000 lbs. (min) C.5.1.14.: Crane Runway System: QTY:

01 (each)

33.2. Crane Overhead Bridge and Trolley System.

33.2.1. Crane Type: Overhead Bridge (qty. 2)

33.2.1.1 Crane Series: Top Running, (Class-

D)

33.2.1.2. Bridge Type: Double Girder

33.2.1.3. Bridge Span: 41’ 0” (min)

33.2.1.4. Bridge Speed: 90 fpm (Stepless)

33.2.1.5. Bridge Brakes: Standard

33.3. Bridge Position

Control: Anti- Collision Electronic Sensor preset for 10 FT Spacing (# 1 sensor attached to west end of east 15 Ton crane end truck); (# 2 sensor attached to east end of west 15 Ton crane end truck).

Electronic Sensor

33.3.1. Bridge Position Sensor

Location:

End Truck (Mounted)

33.3.1.1. Bridge Control Type: Remote/Radio, Hand/Held

33.3.1.2. Trolley Type: Top Running

33.3.1.3. Trolley Speed: 65 fpm (Stepless)

33.3.1.4. End Truck Axle Type: Fixed or Rotating

33.3.1.5. End Truck Length: 9’ 6” (min)

33.3.1.6. End Truck Drive

Motor:

½ HP x 2 Motors (or/equal)

33.3.1.7. Trolley Speed: 65 fpm, (min)

33.3.1.8. Trolley Electrification: Duct-O-Bar, (or/equal)

33.3.1.9. Hoist Type: Wire Rope

33.3.1.10. Hoist Speed: Al least 20 fpm, (min)

33.3.1.11. Hoist Lift: 14’ 0” (min), Field

verification required.

33.3.1.12. Hoist Hook Type: Class: “T” or Class

“V”, (Din 15401)

33.3.1.13. Hoist Hook Surface: Unpainted

33.3.1.14. Hoist Hook

Certification:

Magnaflux Tested

33.3.1.15. Trolley Control Type: Remote/Radio, Hand

Held

33.3.1.16. Hoist Control: Remote Radio, Hand

Held

33.3.1.17. Remote/Radio

Controls:

QTY: 04

33.3.1.18: Overhead Bridge Crane 15-Ton:

QTY: 2 (each)

34. Crane System Installation.

34.1. Position and install pre-fabricated, free-standing crane runway assembly complete with runway support columns, runway beam, runway rails and hardware.

34.2. Position and install crane runway support column assembly.

34.2.1. Position and level crane runway column support with attached base plates.

34.2.2. Position align and level crane runway column system.

34.2.3. Position and install ¾” (min) anchoring device, epoxy type.

34.2.4. Position and Install crane runway support column grouting materials.

34.2.5. Position and install crane runway beams and hardware.

34.2.6. Position and install crane runway rails assembly with hardware.

35. Position and install factory assembled overhead bridge cranes, capacity 15 Tons.

35.1. Crane System Electrification System.

35.1.1. Position and install standard electrical distribution panels for interior/exterior locations.

35.1.2. Position and install electrification system mounting brackets or fixtures complete with hardware.

35.1.3. Position and install electrification system Duct-O-Bar, (or/equal), three (3) conductor with ground, 90’ (min).

35.1.4. Position and install electrification collector arm assembly three (3) conductor with ground.

35.1.5. Position and install conduit raceway with related connectors, junction, mounting device and electrical wiring.

35.1.6. Position and install or route conduit raceway and junctions devices complete with electrical wiring to desired location.

35.1.7. Position and install electrical circuit breaker, panel mounted with bolt on type features.

36. Crane System Electrical Requirement.

36.1. Crane System Electrical Voltage: 240/460 Volts, 3 Phase, 60 Hz.

36.1.2. Crane System Electrical Control Voltage: 110/120 Volts, 1 Phase, 60 Hz.

36.1.3. Crane System Lock/ Out Tag /Out. Requirement.

37. The commercial source shall furnish a graphical, machine specific LOTO procedure that clearly and specifically describes the steps necessary to establish a zero-energy state for the equipment in accordance with the requirements of OSHA Regulation, CFR 1910.147. This procedure shall be printed on a durable material suitable for posting on the equipment. All LOTO locations on the equipment shall be clearly identified with a durable label keyed to the LOTO procedure. The Contractor shall furnish the procedure in an electronic format so the information can easily be transferred to a maintenance management data system.

38. The crane system electrical and electrification shall comply with National Electrical Code, and OSHA Requirements.

39. WARRANTY.

39.1. The crane pre-fabricated, free-standing, structural steel runway system complete with electrification system and factory assembled overhead bridge cranes having a lifting capacity of 15 Tons 30,000 (lbs.) furnished under this purchase specification shall be guaranteed for a period of time equal to the manufacture’s normal commercial warranty, or for a period of one (1) year, which ever shall be longer, against defective materials, design, and workmanship. Upon receipt from the Government of failure of any part at the system during the warranty period, that part shall be replaced promptly with as new components and/or parts at the expense of the contractor.

(End of Summary of Changes)