Statement of Work - Mat Loading Unit FIeld Crane (Attachement 1).pdf

SOURCES SOUGHT

DRAFT

Statement of Work Mat Loading Unit (MLU) Field Crane

The Government intends to acquire one (1) continuous duty cycle crane with the specifications outlined below to replace the existing field crane (Manitowoc) used to load articulated concrete mat (ACM) at the various mat casting fields.

CONTINUOUS DUTY CYLE CRAWLER CRANE EQUIPMENT SPECIFICATIONS

The successful offeror shall be a local factory-authorized dealer for the make of machine offered and shall maintain a service center equipped with factory-trained mechanics and sufficient parts inventory, a copy of which will be furnished upon request. Offerors must submit with their quote, the latest published specifications and advertising literature on the machine they propose to furnish. Offerors must list on a separate sheet of paper any variations from, or exceptions to, the conditions and specifications of this offer. This sheet shall be labeled “Exception(s) to Offer Conditions and Specifications,” and must be attached to the quote.

1. Basic

a. Delivered crane and all parts associated with it shall be a new, currently advertised, standard production, track type, crawler crane designed and purpose-built for continuous duty cycle service with hydraulically controlled lattice boom.

b. The duty cycle crane shall be manufactured for continuous use in a clamshell and dragline operation.

c. Basic operating weight shall be approximately two hundred and four thousand, four-hundred seventy (204,470) pounds including upper-works and lower-works, full upper counterweights, full car-body counterweight and, approximately, forty (40) foot basic boom.

d. Ground pressure shall not exceed sixteen (16) pounds per square inch with basic boom, counterweights, and no load.

e. Width of the crane shall not be greater than twenty (20) feet measured from the outside of the tracks.

f. Fairlead shall have full rotation capability.

2. Engine

a. Engine shall be of diesel type and fully equipped with all necessary operating accessories.

b. Engine shall meet applicable U.S. EPA emission specifications.

c. Engine shall develop at least six hundred (600) net flywheel horsepower and provide enough power to run all crane movements simultaneously.

3. Duty Cycle and Lift Capacity Requirements

a. Machine shall have clamshell, dragline, and lift capabilities.

b. In clamshell operation when equipped with one hundred and twenty

(120) foot main boom and operating at a fifty (50) foot radius, the overall (bucket and material) capacity shall be greater than or equal to forty thousand (40,000) pounds. c.In dragline operation when equipped with one hundred and twenty (120) foot main boom and operating at an eighty (80) foot radius, the overall (bucket and material) capacity shall be greater than or equal to twenty-one thousand (21,000) pounds.

d.In lifting operation when equipped with one hundred and twenty (120) foot main boom and operating at a fifty (50) foot radius, the overall (bucket and material) capacity shall be greater than or equal to forty-five thousand (45,000) pounds.

4. Car-body and Crawlers

a. Swing Camera.

b. Crawlers shall be hydraulically extendable.

c. Crawler belt tension shall be automatically adjustable through a hydraulic chain tensioning device.

d. Crawler propulsion shall be through an axial piston motor and equipped with a hydraulically released spring loaded multi-disc brake.

e. Steering mechanism shall be a hydraulic propel system that provides both skid steering (driving one track only) and counter-rotating steering (driving each track in opposite direction) and differential track speed.

f. Track rollers shall be sealed for maintenance free operation.

g. Crawler shoes shall be at least thirty-six (36) inches wide on each crawler.

h. Travel speed shall be up to 0.8 miles per hour.

i. Car-body shall be constructed of welded steel and designed for duty-cycle service.

5. Boom Hoist

a. Boom hoist shall be a single drum powered by a fixed axial piston hydraulic motor.

b. Boom hoist brake shall be a spring loaded and hydraulically released multi-disc holding brake.

6. Boom

a. Boom shall be welded lattice construction using tubular, high-strength steel with pin connections between sections.

b. Boom tip shall be open throat construction. There shall be two (2) idler sheaves and four (4) point sheaves.

c. The basic boom length shall be approximately forty (40) feet.

d. The total boom length provided shall be approximately one hundred and twenty

(120) feet.

e. The minimum width of the boom shall be six and one-half (6.5) feet.

f. The machine shall have a wind speed indicator providing the operator continuous boom head wind speed readings.

g. The boom and head are to be utilized in clamshell, dragline and lifting operations.

7. Drums/Winches

a. Front and rear drums shall be powered hoisting, powered lowering, and free-fall operating. Free-fall shall be a true free fall that does not require additional keys or buttons to operate because this machine will be used as a drag line which requires the bucket to be cast out.

b. Line shall be roped non-rotation resistant wire rope in the correct length to provide clamshell capability and service with the boom length specified.

c. Line shall be on spools.

d. Front and rear drums/winches shall be free-fall for duty cycle service and with selection fully powered for lift crane service.

e. Line pull nominal load shall be a minimum of forty-four thousand (44,000) pounds per foot.

f. Drums/winches shall use pressure-controlled, variable flow hydraulic motors.

g. Front and rear drums shall have drum turn indicators.

h. Clutch and braking functions on the free-fall system shall be multi-disc brake.

i. On-board control system for the main operating drums/winches shall automatically adjust oil flow to provide maximum speed depending upon load.

j. Powered, free-fall tagline winch for clamshell service with a line pull not less than six thousand (6,000) pounds per foot.

k. Hoist drum shall not move once placed into a stop position unless motion is initiated by the crane operator.

l. Front and rear drums grooved diameter shall be approximately thirty-two (32) inches.

m. Rope capacity shall be a minimum of one-hundred and fifty (150) feet for the first layer and seven hundred and fifty (750) feet in four (4) layers.

n. Line speed on the first drum layer shall be a minimum of three hundred and ten

(310) feet per minute for hoisting and lowering.

o.26 mm rope to be used.

8. Swing System

a. Swing system shall consist of a three (3) row roller bearing with external teeth and two (2) fixed axial piston hydraulic motors.

b. Swing brake shall be a spring-set, hydraulically released multiple-disc brake internally fitted in the swing motor.

c. Swing lock shall be able to lock during transportation.

d. Swing speed shall be continuously variable from zero (0) to a minimum of three and one half (3.5) revolutions per minute.

9. Hydraulics

a. Gearbox driven axial piston displacement pumps shall be configured to provide on demand flow control (oil supplied only when needed) to all hydraulic systems (hoist, drag, swing, boom, and auxiliary).

b. An automatic working pressure cut-off shall be integrated to minimize peak pressure.

c. Hydraulic oil shall be cleaned through electronically controlled pressure and return filters.

10. Counterweight - Sufficient counterweight shall be provided to ensure operational capabilities in clamshell, dragline, and lifting operations as specified in Section 3. “Duty Cycle and Lift Capacity Requirements.”

11. Operator’s Cab

a. Cab shall be a totally enclosed, full vision cab fitted with tinted safety glass and multi-position operator’s seat that allows easy access to the crane’s operating control levers.

Operator’s cab must be on the right side of the crane.

b. Cab shall be equipped with an air conditioner, a signal horn and windshield wiper.

c. Electro-hydraulic controls which allow proportional control of all crane functions shall be provided.

d. All operator indicators shall be visible in all light conditions.

e. The following safety devices shall be included at a minimum:

• Easy to read load moment indicator

• Load moment limitation (when in lift crane mode)

• Maintenance display

• Function lock lever

• Anti-two-block, boom over hoist limit switch

• Boom angle indicator

• Signal horn

• Boom hoist drum lock

• Front and rear drum lock

• Swing lock

• Swing alarm (buzzer and lamps)

• Boom backstops

• Complete machine operating data, warnings and any failure indications shall be clearly displayed on a high-resolution monitor in the cab.

12. Pneumatic tank and support a.Hydraulically driven air compressor.

b.Stainless steel braid Teflon air hose from the compressor to the tank.

c.Flexible steel braided one (1) inch air hose with quick disconnect from the tank to the front of the crane.

d.Quick disconnect in the actuation line 3/8" at the front of the crane.

e.Air manifold gauge and audible alarm in the operator’s cab.

13. Miscellaneous Requirements

a. Adjustable LED searchlights for boom foot

b. Dragline fairlead

c. Catwalk for cabin (both sides) d.Handrails on rooftop e.Central lubrication for swing rig

14. Equipment Protection Plan

a. Provide twelve (12) month Equipment Protection Plan.

b. Provide option for an additional twenty-four (24) months if available.

15. Within one week of delivery, the manufacturer must provide training to USACE personnel for the following items:

a. Maintenance and repair software

b. Machine operation

c. Two (2) hard copies of the Maintenance Manuals

d. Two (2) hard copies of the Operators Manuals

16. Recognized Federal Holidays

New Year’s Day Labor Day Martin Luther King Jr.’s Birthday Columbus Day President’s Day Veteran’s Day Memorial Day Thanksgiving Day Juneteenth Christmas Day Independence Day

17. Hours of Operation - Normal business hours at Ensley Engineer Yard are

6:00 AM to 5:00 PM Monday through Thursday.

18. Delivery

a. Delivery shall be made to Ensley Engineer Yard, 2915 Riverport Road, Memphis, TN 38109

b. Deliveries shall not be scheduled during federal holidays.

c. Delivery schedule shall be coordinated by Contracting Officer’s Representative (COR) and Contractor.

19. Type of Contract – Firm Fixed Price (FFP).

20. Contract Period – Delivery shall be made no later than 180 days after award.

21. Government Security Requirements

a. Contractor personnel performing work under the contract must have the below listed security requirements at time of the proposal submission and must maintain the level of security required for the life of the contract.

b. AT Level I - The successful contractor shall comply with federal physical and security controls to ensure all Government security requirements are met. All contractor employees, to include subcontractor employees, requiring access to Army installations, facilities, controlled access areas, or require network access, shall complete AT Level I awareness training within 30 calendar days after contract start date or effective date of incorporation of this requirement into the contract, whichever is applicable. Upon request, the contractor shall submit certificates of completion for each affected contractor employee and subcontractor employee, to the COR or to the contracting officer (if a COR is not assigned), within 5 calendar days after completion of training by all employees and subcontractor personnel. AT Level I awareness training is available at the following website: http://jko.jten.mil/ ;

or it can be provided by the RA ATO in presentation form which will be documented via memorandum.

http://jko.jten.mil/courses/atl1/launch.html

c. Access and general protection/security policy and procedures - All contractor and all associated sub-contractors’ employees shall comply with applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative). The contractor shall also provide all information required for background checks to meet installation/facility access requirements to be accomplished by installation Provost Marshal Office, Director of Emergency Services or Security Office.

Contractor workforce must comply with all personal identity verification requirements (FAR clause 52.204-9, Personal Identity Verification of Contractor Personnel) as directed by DOD, HQDA and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any installation or facility change, the Government may require changes in contractor security matters or processes.

d. Contractors who do not require CAC but require access to a DoD facility or installation - Contractor and all associated sub-contractor’s employees shall comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index (NCIC-III) and Terrorist Screening Database (TSDB) (Army Directive 2014-05 / AR 190-13), applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative, as NCIC and TSDB are available), or, at OCONUS locations, in accordance with status of forces agreements and other theater regulations.

e. Suspicious activity reporting training (E.G. IWATCH, CORPSWATCH, OR SEE SOMETHING, SAY SOMETHING) - The contractor and all associated sub-contractors shall receive a brief/training (provided by the RA) on the local suspicious activity reporting program. This locally developed training will be used to inform employees of the types of behavior to watch for and instruct employees to report suspicious activity to the project manager, security representative or law enforcement entity. This training shall be completed within 30 calendar days of contract award and within 30 calendar days of new employees commencing performance with the results reported to the COR NLT 5 calendar days after the completion of the training.

f. Contracts that require OPSEC training - All new contractor employees will complete Level I OPSEC Training within 30 calendar days of their reporting for duty. Additionally, all contractor employees must complete annual OPSEC awareness training. The contractor shall submit certificates of completion for each affected contractor and subcontractor employee, to the COR or to the contracting officer (if a COR is not assigned), within 5 calendar days after completion of training. OPSEC awareness training is available at the following websites: https://www.iad.gov/ioss/ or http://www.cdse.edu/catalog/operations-security.html; or it can be provided by the RA OPSEC Officer in presentation form which will be documented via memorandum.

g. Escort areas of classified and/or sensitive materials and/or sensitive or restricted areas - For Classified and/or Sensitive Materials and/or Sensitive or Restricted areas.

All contract employees, including subcontractor employees who are not in possession of the appropriate security clearance or access privileges, will be escorted in areas where they may be exposed to classified and/or sensitive materials and/or sensitive or https://www/ http://www/ restricted areas. All contract employees, including subcontractor employees who are not in possession of the appropriate security clearance or access privileges, will be escorted in areas where they may be exposed to classified and/or sensitive materials and/or sensitive or restricted areas.

h.E-Verify program - The Contractor must pre-screen Candidates using the E-Verify Program (http://www.e- verify.gov) website to meet the established employment eligibility requirements. The Vendor must ensure that the Candidate has two valid forms of Government issued identification prior to enrollment to ensure the correct information is entered into the E- verify system. An initial list of verified/eligible Candidates must be provided to the COR no later than 3 business days after the initial contract award. *When contracts are with individuals, the individuals will be required to complete a Form I-9, Employment Eligibility Verification, with the designated Government representative.

This Form will be provided to the Contracting Officer and shall become part of the official contract file.

i. Adjudication standards and procedures - Contractor and all associated sub-contractors employees shall comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index (NCIC-III) and Terrorist Screening Database (TSDB) (Army Directive 2014-05 / AR 190-13), applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by Government representative, as NCIC and TSDB are available), or, at OCONUS locations, in accordance with status of forces agreements and other theater regulations.

j. Physical Security - The Contractor shall be responsible for safeguarding all Government equipment, information and property provided for Contractor use.

k. Post Award Conference/Periodic Progress Meetings - The Contractor agrees to attend any post award conference convened by the contracting activity or contract administration office in accordance with Federal Acquisition Regulation Subpart

42.5. The Contracting Officer, Contracting Officers Representative (COR), and other Government personnel, as appropriate, may meet periodically with the contractor to review the contractor’s performance. At these meetings the contracting office will apprise the contractor of how the government views the contractor’s performance and the contractor will apprise the Government of problems, if any, being experienced. Appropriate action shall be taken to resolve outstanding issues. These meeting shall be at no additional cost to the Government.

l. Contracting Officers Representative (COR) - The Contracting Officer Representative will be Roger Willey, Supervisory Civil Engineer. The COR monitors all technical aspects of the contract and assists in contract administration. The COR is authorized to perform the following functions:

• Assure that the Contractor performs the technical requirements of the contract

• Perform inspections necessary in connection with contract performance

• Maintain written and oral communications with the Contractor concerning technical aspects of the contract

• Issue written interpretations of technical requirements, including Government drawings, designs, specifications

• Monitor Contractor’s performance and notifies both the Contracting

Office and Contractor of any deficiencies

• Coordinate availability of government furnished property and provide site entry of Contractor personnel. A letter of designation issued to the COR, a copy of which is sent to the Contractor, states the responsibilities and limitations of the COR, especially with regard to changes in cost or price, estimates or changes in delivery dates. The COR is not authorized to change any of the terms and conditions of the resulting order.

m. Key Personnel - The following personnel are considered key personnel by the Government:

• James Brown Roger Willey

Mat Loading Unit Foreman Supervisory Civil Engineer James.e.brown@usace.army.mil roger.w.willey@usace.army.mil 901-558-6254 901-791-8570

The contractor shall provide a contract manager who shall be responsible for the performance of the work. The name of this person and an alternate who shall act for the contractor when the manager is absent shall be designated in writing to the Contracting Officer. The contract manager or alternate shall have full authority to act for the contractor on all contract matters relating to daily operation of this contract. The contract manager or alternate shall be available as needed Monday through Friday except Federal holidays or when the government facility is closed for administrative reasons.

n. Identification of Contractor Employees - All contract personnel attending meetings and working in other situations where their contractor status is not obvious to third parties are required to identify themselves as such to avoid creating an impression in the minds of members of the public that they are Government officials. They must also ensure that all documents or reports produced by contractors are suitably marked as contractor products or that contractor participation is appropriately disclosed. All contractor employees will be required to wear a badge always identifying them as contractor employees while at the Government installation.

n. Contractor Travel - Contractor shall be responsible for all travel costs associated with this contract. Costs shall be incorporated into contractor’s price.

o. Other Direct Costs – None

p. Data Rights - The Government has unlimited rights to all documents/material produced under this contract. All documents and materials, to include the source codes of any software, produced under this contract shall be Government owned and are the property of the Government with all rights and privileges of mailto:James.e.brown@usace.army.mil mailto:roger.w.willey@usace.army.mil ownership/copyright belonging exclusively to the Government. These documents and materials may not be used or sold by the contractor without written permission from the Contracting Officer. All materials supplied to the Government shall be the sole property of the Government and may not be used for any other purpose. This right does not abrogate any other Government rights.

q. Organizational Conflict of Interest - Contractor and subcontractor personnel performing work under this contract may receive, have access to or participate in the development of proprietary or source selection information (e.g. cost or pricing information, budget information or analyses, specifications or work statements, etc.) or perform evaluation services which may create a current or subsequent Organizational Conflict of Interests (OCI) as defined in FAR Subpart 9.5. The Contractor shall notify the Contracting Officer immediately whenever it becomes aware that such access or participation may result in any actual or potential OCI and shall promptly submit a plan to the Contracting Officer to avoid or mitigate any such OCI. The Contractor’s mitigation plan will be determined to be acceptable solely at the discretion of the Contracting Officer and in the event the Contracting Officer unilaterally determines that any such OCI cannot be satisfactorily avoided or mitigated, the Contracting Officer may affect other remedies as he or she deems necessary, including prohibiting the Contractor from participation in subsequent contracted requirements which may be affected by the OCI.