Bldg 431 Jib Spec,2019-11-07.doc

Scope of Work for

3-TON PILLAR JIB CRANE

1. SCOPE

1.1. Scope. The purchase description set forth below describes the minimum requirements of the Government for a 3-ton pillar jib crane, a drawing with the minimum foundation requirements of the 3-ton pillar jib crane, and installation of the 3-ton pillar jib crane on a GOVERNMENT PROVIDED FOUNDATION. Delivery of the drawing with the minimum foundation requirements shall be at contract award. Delivery of the 3-ton pillar jib crane shall be no later than 12-months after contract award. Installation of the crane shall be 12-18 months after the contract is awarded. The structural and mechanical components of the jib crane assembly shall be commercially available and manufactured by a company specializing in jib cranes. The jib crane installation and set-up shall meet all of the jib crane, trolley, and hoist manufacturer’s instructions, and any additional requirements of this specification. It is the Government’s intent that a single primary contractor be awarded this contract and be responsible for the provision of equipment, and the accomplishment of all work detailed by this specification.

2. Applicable Documents

2.1. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

360 - Specification for Structural Steel Buildings

2.2. AMERICAN SOCIETY OF MECHANICAL ENGINEERS INTERNATIONAL (ASME)

B30.16 - Overhead Underhung and Stationary Hoists

B30.17 – Cranes and Monorails (With Underhung Trolley or Bridge) Safety Standard for Cableways, Cranes, Derricks, Hoists, Hooks, Jacks and Slings

HST-5- Performance Standard for Air Chain Hoist

2.3. AMERICAN WELDING SOCIETY (AWS)

AWS D1.1, Structural Welding Code Steel

2.4. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM)

ASTM A6, Standard Specification for General Requirements for Rolled Structural Steel Bars, Plates, Shapes, and Sheet Piling

2.5. SOCIETY OF AUTOMOTIVE ENGINEERS (SAE)

SAE J123, Surface Discontinuities of Bolts, Screws, and Studs in Fatigue Applications

2.6. NAVAL FACIILITIES ENGINEERING COMMAND (NAVFAC)

NAVFAC P-307, Management of Weight Handling Equipment

2.7. ATTACHMENT A, PSNS SITE SPECIFIC REQUIREMENTS

3. workmanship

3.1. Welding of fabricated items (items other than commercially purchased components) shall be in accordance with AWS D1.1, Structural Welding Code – Steel. All welds for fabricated items shall be visually inspected in accordance with AWS D1.1 criteria.

3.2. Structural fabrication of items (items other than commercially purchased components) shall comply with the design criteria of the American Institute of Steel Construction (AISC), Specification for Structural Steel Buildings. All structural steel shapes used for fabricated items shall comply with ASTM A6. Structural steel shall be free from kinks and sharp bends. Shearing or sawing shall be done neatly and accurately and corners shall be square and true. Any straightening shall be done by methods that will not change the mechanical properties or cause fabrication scars. Bends of formed members shall be made with metal dies or fixture to ensure uniform size and shape. Bolt holes shall be accurately punched, drilled, or reamed (as necessary) and shall have all burrs removed.

3.3. Flame cutting of mild steel structural fabricated items may be performed instead of shearing or sawing, provided that flame cut edges are ground or machined sufficiently to remove slag, objectionable notches, and all evidence of cooling checks. Flame cutting of high strength steel and flame cutting of bolt holes is prohibited.

3.4. Machined parts shall be fabricated to the tolerances, surface finishes, and fits required by the manufacturer/designer of the part. All burrs shall be removed, and finished contact and bearing surfaces shall be true and exact. Flaws such as scratches, ridges, holes, or cracks that degrade the quality of the part will be cause for rejection of the part.

3.5. Mounting surfaces for air driven motors, brakes, gear reducers, and other mechanical components shall be machined flat. Mechanical components shall be accurately aligned and positively secured to maintain the alignment. Alignment of flexible couplings (as applicable) shall not exceed 0.003 inches of parallel offset misalignment and 1/8 degree of angular misalignment per flexible element/hub. Any gaps at mounting bolt locations of base mounted components, with the bolt in the un-tightened condition, shall be shimmed if the gap exceeds 0.001 inch. All shims shall be stainless steel material and a maximum of three shims shall be used at any location. Parts shall not be forced into position to obtain proper alignment, and all bolts, nuts, and screws shall be tight. Fasteners for parts that can be loosened by vibration, shock, or crane operation shall be captivated with suitable locking devices. Acceptable methods of fastener captivation include thread-locking compounds and nylon type prevailing torque nuts and capscrews. Split lock-washers shall not be relied upon for captivation of fasteners.

4. Submittals for Government review

4.1. All certification and submittals listed in section 13 of this specification shall be submitted to the Government Representative for review and approval. Upon receipt of a submittal, the Government shall review and provide written comments, or written approval, to the Contractor within 10 working days. The Contractor shall provide written response to the Government submittal comments within 10 working days of receipt of comments. If further comment rounds are required, both the Contactor and the Government shall continue to reply within 10 working days.

4.2. All certifications and submittals shall include the following (as applicable): Contract number, Contractor’s name and address, Sub-contractor/Vendor name and address, unique identifier relation the item to the specification requirement, inspection method or standard, acceptance criteria, disposition of item.

5. Requirements – foundation drawing for the 3-ton pillar jib crane

5.1. A foundation drawing with the manufacturer’s minimum requirements, for the 3-ton pillar jib crane specified, is required upon contract award. The foundation shall not exceed a footprint of 10ft by 10ft square. The foundation drawing shall include the size and arrangement of the mounting bolts in the foundation and any utilities needed to make the crane operational.

6. REQUIREMENTS – 3-ton pillar jib crane mast, boom, head, base-plate, and rotational components

6.1. The jib crane mast, boom, head, base-plate, and rotational component assemblies shall be capable of being load tested every 4 years to 125% (+0% -5%) of the rated capacity. A submittal showing that the jib crane is capable of being tested as described is required.

6.2. The boom length of the jib crane shall be 18 feet from the centerline of the mast to the end of the boom and be either patented track or rolled structural steel shape. The height from the crane base plate to the bottom of the boom shall be 22 feet, as measured from the finished floor level of the building. The top of the crane shall not exceed 24 feet at any location, as measured from the finished floor level of the building. The jib boom shall be equipped with trolley end-stops.

6.3. The crane structure shall limit overall vertical deflection at the boom tip, with a rated capacity load located at the end of the boom, to a maximum of L/200 deflection for 18 foot boom length. The loads for determining the maximum deflection shall consider the dead weight of the hoist and trolley, dead weight of the boom, and the rated capacity of the hoist (without impact). The crane design shall allow for adjustment of the boom levelness, such that the boom tip elevation at no-load can be adjusted upward, relative to the boom base, by one-half of the maximum expected downward deflection. A drawing showing deflection calculations shall be submitted.

6.4. The rotation of the jib crane shall be manually operated. Stops shall be installed to limit boom rotation to prevent impact with building column D-11 (see Enclosure 2 for details). Internal pneumatic rotary union components shall be provided allowing 360 degrees of boom rotation without twisting of the supply.

7. requirements – hoist and trolley

7.1. The jib crane hoist and trolley component assemblies shall be capable of being load tested every 4 years to 125% (+0% -5%) of the rated capacity. A submittal showing that the jib crane hoist and trolley is capable of being tested as described is required.

7.2. The hoist shall be a variable speed, air driven chain hoist that will operate off of 90 to 125 PSI shop air. The contractor shall supply and install an air filter, lubricator, and regulator.

7.3. The rated capacity of the hoist and trolley shall be 6000 lbs with a hoist duty class of A4 or better per ASME HST-5. The hoist shall have 21 feet of lift height. The hoist shall be equipped with a chain container properly sized to store excess chain for 21 feet of lift.

7.4. The hoist shall be able to lift the rated load at a speed of 10 ft/minute as a minimum.

7.5. The hoist and trolley shall comply with all applicable requirements of ANSI B30.16 and ASME HST-5.

7.6. The hoist shall be able to stop and hold a load of 125% (+0% -5%) of the rated hoist capacity in the event of a loss of air pressure.

7.7. The hoist shall be equipped with an adjustable overload limiting device that prevents damage to the hoist components in the event of an inadvertent overload. This shall be adjusted to reflect the rated capacity of the hoist.

7.8. The hoist shall be equipped with welded link load chain. A chain stop or dead end connection shall be provided to prevent the load chain from running out of the hoist at its fully extended position.

7.9. The hook material shall be forged, carbon or alloy steel, and exhibit a minimum elongation of 16 percent in 2.00 inches. The hook shall be easily removable and equipped with a safety latch.

7.10. The hoist shall be equipped with upper and lower hook travel limit switches. The limit switches shall be adjusted in a manner sufficient to prevent damage to the crane or crane components in case of over-travel. An acceptable alternative to limit switches is an overload clutch that meets the requirements of ASME B30.16.

7.11. The hoist pendant controller shall hang from the hoist with the middle area of the control pendant 4 feet above the deck elevation. The air supply for the hoist shall utilize a festoon system that does not interfere with full travel of the trolley along the entire length of the boom (from end stop to end stop). The festoon system attachment style may not exceed the 24 foot maximum height requirement of the crane.

7.12. The trolley unit shall have safety lugs (drop stops) or a functionally equivalent feature on the trolley frame to prevent derailment and limit the drop to no more than one inch in the event of wheel or axle failure.

7.13. The trolley will be a manually driven, plain trolley. It shall have a pull rope, the end of which shall hang at a height of 4 feet above the deck elevation.

7.14. For the main hoist brake, the Contractor shall inspect the brakes and document that the brakes are set in accordance with the manufacturer’s instructions [SUBMITTAL REQUIRED]. Each brake inspection report shall identify the following: manufacturer required air gap specification, manufacturer required torque specification (as applicable for torque adjustable brakes), the setting, the manufacturer’s minimum allowed lining thickness, the actual air gap setting, the actual torque setting (as applicable) and the actual (i.e. new) lining thickness. The brake inspection report must be approved prior to load testing the crane.

8. requirements - hoist hook non-destructive testing (ndt) and packaging

8.1. The hook, hook retaining nut, and hook eye pin require NDT certifications per ASTM A275. NDT certifications are required at crane delivery.

8.2. The trolley wheels shall be cast steel, forged steel, ductile cast iron, or malleable cast iron. The use of stamped steel is forbidden. The wheels shall be designed in accordance with ASME B30.17, Figure 17-1.18-1, being of appropriate shape for the type of track that they are mounted on. The clearance between the track and the wheel shall be measured and within the tolerances specified by ASME B30.17, Figure 17-1.18-2.

8.3. The hook, hook retaining nut, and hook eye pin shall be removed from the hoist and packaged in a separate box. The Government will perform independent NDT testing prior to crane installation. The Contractor shall install the hook, hook retaining nut, and hook eye pin during jib crane installation.

9. Requirements – painting

9.1. All components shall be coated per the standard practice of the crane manufacturer. Painting over the top of OEM painted components is prohibited.

9.2. The rated capacity, in pounds, shall be stenciled using 6” tall lettering on each side of the jib crane boom.

9.3. Bolts, nuts, and washers in structural connections shall be cleaned, primed, and top coated after they are installed.

9.4. Faying surfaces of slip-critical structural bolted connections shall be coated as specified in RCSC Specification for Structural Joints Using High-Strength Bolts.

9.5. Each coat shall be applied per the manufacturer’s instructions and conform to all applicable Federal and State laws.

9.6. All paint shall be lead, mercury, and chromate free. The Contractor shall submit all SDS sheets for the paint used on the crane and submit a signature guarantee that paint is lead, mercury, and chromate free.

9.7. Painting of machined surfaces that are bearing surfaces, identification and instruction plates, lubrication fittings, bearings, hooks, hook nuts, wire rope, non-ferrous metals, corrosion resistant steel, sheave and drum grooves, wheel treads, inner face of wheel flanges, brakes, motors, trolley rails, and other components not normally painted or that are already painted, is prohibited. Any lubrication fitting showing evidence of paint on the grease inlet shall be replaced with a new unpainted fitting.

9.8. Any paint that is damaged prior to the Government accepting the crane shall be repainted in accordance with the instructions from the manufacturer. Touch-up painting does not require that the base material be abrasive blasted to near white finish.

10. requirements – inspections

10.1. The Contractor shall inspect components and materials delivered to the worksite for damage. The Contractor shall provide an inspection report for any damage to items that requires repair [SUBMITTAL REQUIRED]. The report shall include the specifics of the damage, the proposed repair resolution, and any anticipated affect to the contract schedule. Materials stored on site shall be protected for the storage environment (e.g. outdoor storage) to prevent damage or corrosion. Enclosures or protective covering for materials stored on-site shall be provided as required to prevent damage.

10.2. After crane assembly is complete, the Contractor and Government representatives shall jointly inspect the crane for compliance with contract requirements. The Contracting Officer shall be notified 10 working days prior to the joint crane inspection. The intent of this inspection is to identify if there are outstanding items that require correction prior to crane testing, and to allow the Government inspectors to complete required pre-test inspections (per NAVFAC P-307) prior to crane testing. Outstanding items requiring correction will be documented by the Government and provided to the Contractor after the inspection (punch-list). Critical items, affecting any load bearing, load controlling, or operational safety devices shall be corrected prior to testing. The Contractor shall submit a report identifying the resolution for all punch-list items [SUBMITTAL REQUIRED].

11. requirments – Installation

11.1. The contractor shall be responsible for following the requirements outlined in Attachment A, PSNS Site Specific Requirements.

11.2. The contractor shall furnish all shipping, material handling equipment, and labor for installing the jib crane on the Government provided foundation. All weight handling evolutions where a load is suspended from any type of weight handling equipment shall conform to the requirements of NAVFAC P-307 (December 2009) Management of Weight Handling Equipment. Applicable sections of P-307 include “Contractor Operated Cranes”, “Operator Licensing”, “Rigging Gear and Miscellaneous Equipment”, and “Appendix P – Contractor Crane (or Alternate Machine Used To Lift Suspended Load) and Rigging Gear Requirements”. The contractor shall prepare the “Certificate of Compliance” and the “Contractor Crane or Rigging Operation Checklist” in P-307 Appendix P. Each lift shall require the submission of a Lift Plan, and approval by the receiving activity’s weight handling engineering department. The Lift Plan shall meet the requirements listed in the P-307 definition of “critical lift plan”, with the exception that this applies to all lifts. Additional site specific weight handling requirements are included in attachments to this document.

11.3. The crane mast shall be accurately plumbed prior to final grouting beneath the crane base plate. The Contractor shall take precise measurements of the mast alignment that demonstrate the mast is plumb within 0.06 degrees, or that it meets the manufacturer’s published alignment criteria if this criteria is more stringent than 0.06 degrees. Note that 0.06 degrees corresponds to an accuracy of 1/16” in 5 feet, indicating that offsets measured to a plumb line at the top of the mast shall be the same measurement within ±1/16 inch when taken at a location 5 feet below the top of the mast. Measurement shall be taken every 60 degrees around the perimeter of the mast, and at a location near the uppermost 5 feet of the mast. The measurements shall be submitted in a report to document the final mast alignment [SUBMITTAL REQUIRED].

11.4. High compressive strength non-shrink type grout shall be installed between the crane base-plate and the footing, after plumbing the mast, in accordance with the crane manufacturer’s instructions. The grout shall be cured a sufficient amount of time to develop a minimum of 4000 psi compressive strength prior to installation of the head and boom assemblies.

11.5. After the base-plate grout has cured, the crane boom, head assembly, and rotational components shall be installed in accordance with the crane manufacturer’s instructions. The boom levelness shall be adjusted such that the tip of the boom is higher than the base of the boom by one-half of the maximum calculated downward deflection at the rated load.

12. requirements – testing

12.1. The Contractor will be responsible for performing, including operation of the crane, the following tests. Government representatives will witness the crane testing. Enclosure 1, Test Report, shall be used to record the test results and shall be submitted to a Government representative [SUBMITTAL REQUIRED]. During the tests, checks for proper operation and condition of safety devices, air driven components, mechanical equipment, and structural assemblies shall be made. Any deficiencies noted during testing, and the required repair actions, shall be documented in the test report. All deficiencies noted to load bearing, load controlling, or operational safety devices shall be corrected prior to continuing with no-load or load tests.

12.2. No-Load tests.

12.2.1. Before Test Hook Tram Measurement. A throat dimension base measurement shall be established by installing two tram points (dimples), and measuring and recording the distance between the tram points before load testing. Tram point measurements will be documented on the load test.

12.2.2. Crane Mast Alignment (plumb) Measurements. . Prior to load testing the crane, the Contractor shall submit measurements demonstrating the mast is plumb within 0.06 degrees as described in section .11.2.

12.2.3. Pendant Function Controls. Operate each function in each direction and verify the crane motions match the controller button labels, and that the directions are correct.

12.2.4. Hoist Hook Travel Limits. Raise the hook in slow speed into the upper limit switch and verify proper activation and setting of the upper limit switch such that no additional movement is allowed following limit switch activation. Lower the hook in slow speed into the lower limit switch and verify proper activation and setting of the lower limit switch such that no additional movement is allowed following limit switch activation. Hook should be a minimum of 6 inches off the ground. Record the distance from the hook saddle to the deck for both the upper and lower limit switch activation points.

12.2.5. Hoist Operation and Speed. Verify the hoist smoothly accelerates and decelerates when starting and stopping and transitioning between controller steps in both the raise and lower directions. Measure and record, in feet per minute (FPM) the following: hoist-raise high speed, hoist-raise low speed, hoist-lower high speed, and hoist-lower low speed. The actual speeds shall meet the specified speeds in the OEM manual (see section 9.3 for minimum hoisting speed requirements).

12.2.6. Trolley Operation. For both directions of trolley travel, verify the trolley moves smoothly along the track without binding. Travel the trolley the full extent of the boom length. Slowly contact the trolley wrap around flanges with the trolley stop bumpers and verify satisfactory performance of the bumpers and proper alignment of the trolley with the wrap around flanges.

12.2.7. Rotate Operation. Verify the boom moves smoothly through all available degrees of rotation in both directions and that air supply line does not bind, twist, wrap around mast, or otherwise distort with movement. Stop the boom at several locations during travel. There shall be no excessive drift of jib or trolley at any of these points. If a horizontal force of fifteen (15) pounds or less will restrain the load, then the drift is acceptable.

12.3. The Contractor shall perform the following 100% load tests. The test weights and rigging gear will be furnished by the Government (meeting NAVFAC P-307 requirements). The Contractor shall perform all test load crane operations, and take and record the associated test data.

12.3.1. Actual Weight. The contractor shall record the actual weight, including rigging, used for the 100% load test. The load shall be between 5700 lb and 6000 lb.

12.3.2. Static Hoist Test. Raise the 100% test load approximately 1 foot from the deck and hold for 10 minutes. Rotate the load and hook 360 degrees and both directions to check hook bearing operation. Observe for any lowering of the load, which may indication a malfunction of the hoisting components or brakes.

12.3.3. Dynamic Hoist Test. Raise and lower the 100% test load and visually observe the hoist smoothly accelerates and decelerates when starting and stopping in both the raise and lower directions. Stop the load during hoisting and lowering and verify the brake stops and holds the load. With the 100% test load, measure and record, in feet per minute (FPM) the following: hoist-raise high speed, hoist-raise low speed, hoist-lower high speed, and hoist-lower low speed. The actual speeds shall meet the specified speeds (see section 8).

12.3.4. Boom Deflection Measurement. Position the un-loaded trolley at the base of the boom (at a stop location near the mast). Measure and record the vertical distance from the deck to the bottom of the boom at the boom tip location. Mark the location on the deck where the measurement was made for future reference. Raise the 100% test load to a convenient height and travel the trolley to the boom tip position. Measure and record the vertical distance from the deck to the bottom of the boom at the boom tip location. Take the measurement from the same marked location on the deck that was used to take the unloaded measurement. Take the difference between the two measurements to determine the 100% loaded deflection, and record the deflection value.

12.3.5. Trolley Load Test. Raise 100% test load to a convenient height to allow travelling of the load the full length of the boom. Travel the test load through the full boom length in both directions. Verify the trolley moves smoothly.

12.3.6. Rotate Load Test. Raise 100% test load to a convenient height to allow 360 degrees of rotation of the load, and position the trolley at the end of the boom (maximum radius). For both directions of boom rotation, verify the boom moves smoothly through all available degrees of rotation.

12.4. The Contractor shall perform the following 125% (+0% -5%) load tests. The test weights and rigging gear will be furnished by the Contractor, meeting the specified tolerances. The Contractor shall perform all test load crane operations, and take and record the associated test data.

12.4.1. The contractor shall record the actual weight, including rigging, used for the 125% load test. The load shall be between 7125 lb and 7500 lb.

12.4.2. Static Hoist Test. Raise the 125% test load approximately 1 foot from the deck and hold for 10 minutes. Rotate the load and hook 360 degrees and both directions to check hook bearing operation. Observe for any lowering of the load, which may be an indication a malfunction of the hoisting components or brakes.

12.4.3. Dynamic Hoist Test. Raise and lower the 125% test load and visually observe the hoist smoothly accelerates and decelerates when starting and stopping and transitioning between controller steps in both the raise and lower directions. Stop the load during hoisting and lowering and verify the brake stops and holds the load.

12.4.4. Trolley Load Test. Raise 125% test load to a convenient height to allow travelling of the load the full length of the boom. Travel the test load through the full boom length in both directions. Verify the trolley moves smoothly.

12.4.5. Rotate Load Test. Raise 125% test load to a convenient height to allow 360 degrees rotation of the load, and position the trolley at the end of the boom (maximum radius). For both directions of boom rotation, verify the boom moves smoothly. During the test rotate the boom through all available degrees of motion in both directions.

12.4.6. After Test Hook Tram Measurement. The distance between the hook tram marks shall be measured and recorded after 125% load testing and be recorded as the “after load test tram measurement.”

13. Requirements –Submitalls

13.1. The Contractor shall provide the following submittals for Government review and approval. Submittals shall be provided in electronic PDF format. USB thumb drives are not acceptable. All submittals provided for Government review shall be submitted to the Government representative. All catalogue cuts of commercial components shall clearly identify the specific model or size/rating of the item.

13.2. Quality Control System. The Contractor shall provide a description of their quality control system as part of the bid proposal submittal.

13.3. Schedule. The Contractor shall provide a schedule for the work within 10 working days after a delivery date is established. The schedule shall show major milestones of the project, such as submission of data submittals for Government review, and as applicable: purchase of major material components, shipping of components, on-site installation of the crane, and testing of the crane. A new schedule shall be submitted whenever an event occurs that results in a schedule change.

13.4. Crane Foundation Drawing. At contract award, the Contractor shall submit a foundation drawing in accordance with section 5 of this specification.

13.5. Crane Component/Catalog Data Submittal. Technical data shall be provided in solicitation proposals and after contract award demonstrating that all crane components meet the requirements in section 6.

13.6. Hoist and Trolley Component/Catalog Data Submittal. Technical data shall be provided in solicitation proposals and after contract award demonstrating that all hoist and trolley components meet the requirements in section 7.

13.7. Crane Structure Paint System. Technical data shall be provided in solicitation proposals and after contract award with information on the actual paint system used for the crane structure. This shall include the paint manufacturer’s technical information, SDS, and signature guarantee that paint is lead, mercury, and chromate free.

13.8. Periodic Overload Certification. Technical data shall be provided in solicitation proposals and after contract award proving that the crane, hoist, and trolley are capable of being load tested every 4 years to 125% (+0% -5%) of rated capacity.

13.9. Hook, Hook Retaining Nut, and Hook Eye Pin NDT Reports. At crane delivery, the Contractor shall provide reports documenting the NDT inspection of the hoist hook, hook nut (as applicable) and hook eye pin (as applicable) per ASTM A275..

13.10. Inspection Report for Shipment Damage. Prior to crane installation, the Contractor shall inspect all shipped components and provide a report of any damaged items that require repair.

13.11. Brake Data. Prior to load testing the crane, the Contractor shall provide a report documenting brake specifications and measured adjustments.

13.12. Punch-list Completion Report. Prior to crane acceptance, the Contractor shall provide a report documentation resolution of all crane “punch-list items” found during crane inspection and testing.

13.13. Crane Test Report. Prior to crane acceptance, a test report documenting all required no-load and load tests shall be provided.

14. requirements – operation and maintenance (O&M) manuals

14.1. O&M Manuals shall contain technical information, specifications, instructions for the operation, maintenance of the machine and recommended spare parts list. All copies of technical data shall be legible and written in the English language. Three hard copies and one digital copy of all manuals are required. Technical Data shall contain at a minimum:

14.1.1. Data shall enable an average journeyman mechanic to operate, maintain, and repair the equipment.

14.1.2. Complete instructions and information for all equipment, components, assemblies, subassemblies, attachments, and accessories.

14.1.3. Operating instructions including pre-operational checks.

14.1.4. Maintenance and service instructions, including all preventive maintenance schedules, and lubrication charts.

14.1.5. Trouble-shooting guides.

14.1.6. Parts list containing: illustrations, part numbers, part nomenclature, original manufacturer, cross reference numbers, and recommended spare parts, including quantities.

14.1.7. Energy control procedure, in accordance with 29 CFR 1910.147, to bring equipment to a zero energy state for maintenance.

14.1.8. All mechanical and pneumatic schematics with a table of contents showing discrete components, block diagrams, and drawings for the specific model of all machine equipment and controls supplied.

15. warranty

15.1. The Contractor shall provide full warranty for a period of 1 year after the date of crane acceptance. The warranty shall cover the parts and workmanship of all components of the new crane, including: crane structure, hoist and trolley, controls and drives, and all pneumatic components.

ENCLOSURE 1, TEST REPORT

Test Report 3-ton Free Standing Jib Crane

Building 431, Bremerton, Washington

Signature

Unsat □ Record mast alignment.

Remarks:

Unsat □ Record limit switch setting (hook saddle to deck distances):

Upper Limit Switch:________________(inches)

Lower Limit Switch:________________(inches)

Unsat □ Remarks:

Hoist-Raise High: __________________ (FPM)

Hoist-Raise Low: __________________ (FPM)

Hoist-Lower High: _________________ (FPM)

Hoist-Lower Low: __________________ (FPM)

Remarks:

Remarks:

Test Report 3-ton Free Standing Jib Crane Building 431, Bremerton, Washington

Signature

Remarks:

Remarks:

Hoist-Raise High: __________________ (FPM)

Hoist-Raise Low: _________________ (FPM)

Hoist-Lower High: ________________ (FPM)

Unsat □ No-Load Boom Tip Height:_________

100% Load Boom Tip Height:__________

100% Loaded Deflection:________ (Sat if ≤ 1 in)

Remarks:

Remarks:

Test Report

3-ton Free Standing Jib Crane Building 431, Bremerton, Washington

Signature

Remarks:

Remarks:

Hoist-Raise High: __________________ (FPM)

Hoist-Raise Low: _________________ (FPM)

Hoist-Lower High: ________________ (FPM)

Remarks:

Remarks:

After Test Hook Tram Measurement:

ENCLOSURE 2, BOOM ROTATION