Attachment 0002 Statement of Objective SOO Bridge Crane ALS - CLIN0002.pdf

16 March 2021

Qualifying Statement for Bridge Crane System 1 | P a g e

Statement Of Objective (SOO) Qualifying Statement for Bridge Crane System, CLIN 0002 Scope

The following document provides the requirements and specifications for a bridge crane system to support the asphalt lining operation.

Requirements

1. General Requirements

This sections provides requirements that are common to each of the crane systems requested.

a. System shall meet all applicable OSHA standards and regulations.

b. Elimination of pinch points is to be considered during design of the monorail system. Guards and plaques will be added where needed.

c. Ease of maintenance shall be a design consideration for all portions of the monorail system.

d. The design should utilize commercial-off-the-shelf items whenever possible to facilitate repair and replacement of worn and/or damaged parts.

e. All exposed materials shall be coated/painted or made of non-ferrous materials to prevent corrosion. The bridge shall be painted OSHA safety yellow. The columns and runaway shall be painted an industrial gray or blue with the first four feet of column when measured from the base painted OSHA safety yellow.

f. Only open frame members (S-beam, W-Beam C-channel, L-angle, etc.)

shall be used in the construction of the framework. Tubular members shall not be used without approval. Must provide a drawing showing what the contractor wishes to use prior to award for approval.

g. Each bridge crane shall be of the completely free standing type. It shall not require tie-in to building structure except as anchored to floor.

h. Columns shall be single “flagpole” style.

i. Capped structural beam columns are permissible.

j. All seams between structural members that are not 100% welded should be sealed using silicone caulking prior to painting.

k. Each system shall be rated for operation in a hazardous environment that corresponds the NFPA 70 Class 1, Div. 1, Group D, and Class 2, Div. 1, Group E, F, and G.

l. The system will be a 100% spark resistant package.

m. Each system will include an electric driven bridge crane, trolley, and hoist that is spark resistant

n. A festoon system that runs the length of the system runway and the bridge shall be provided with the each system.

o. A single pendent shall operate the bridge, hoist and trolley motions and will be suspended from the hoist.

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p. Each bridge crane system shall be equipped with a filter/lubricator system as will each of the hoists and trolleys.

q. Hoist shall have an integrated braking system and overload protection system.

r. Each crane system shall at minimum meet CMAA class C specifications for moderate service duty.

s. Predictive maintenance sensor requirements: Equipment and systems shall be provided with component (i.e. motors, pumps, etc.) level condition based monitoring (CbM) sensors or at minimum the applicable ports or attachment points for these type sensors. These sensors shall be suitable for monitoring the overall health of the component and used for collecting data on operational conditions, for example, usage, thermal variation, vibration, noise intensity, etc. For example an electric motor should be constructed in such a way to incorporate thermal and vibratory monitoring sensors and pillow block type bearings should incorporate temperature sensors. These sensors will ultimately be used to provide data for a predictive maintenance (PdM) program. Any control system should be capable of communicating using Ethernet over IP protocol and should be expandable to accommodate future expansion. This shall be applicable for all components of a system except where the nature of the system is detrimental to the life of the sensor for example sensors on a vibratory motor.

2. Specific Requirements Refer to sketch below

a. Crane System

i. Quantity of Bridges: 1

ii. Crane Capacity: twenty-five (25) tons.

iii. Crane Runway: Sixty-nine feet (69’).

iv. Bridge Span: fifty feet (50’).

v. Minimum column height: twenty-four feet (24’).

vi. Minimum under-hook height: twenty-eight feet (28’).

vii. Column spacing (on-center): twenty-two feet, four inches (22’-4”).

viii. Crane shall be rated for outdoor use.

ix. Support gussets not allowed.

x. A-Frame supports for columns may be allowed with prior approval.

Must provide a drawing showing the layout for approval prior to award.

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3. Installation Installation shall be a separate line item of the proposal as an option. Material handling equipment for installation is to be provided by the installation contractor. Load testing to be performed by contractor with MCAAP personnel on-site for verification. In the event that the installation option is not taken by MCAAP, the contractor shall provide detailed installation drawings and instructions.

Proposal, Drawings, Documentation, and Data

4. Prior to Award DETAILED DESCRIPTION REQUIRED PRIOR TO AWARD: The MCAAP

Systems Development Division will validate and verify/approve the contractor’s listed equipment concept before award is granted. In order to meet this review requirement, the offeror shall submit with their proposal a detailed technical description of each item.

The offeror’s description submittal shall account for each one of the required product features located in this qualifying statement. The description shall also clearly portray/describe how each item will function. Conceptual drawings that are not detail “as built” drawings are required for submittal with the detailed description. Drawing must provide overall height, width, and length dimensions. It should depict the locations of key components. If there is a picture of the equipment or portions of the equipment, such as from a brochure, then that picture(s) should be included with the data. It is advantageous for the contractor to supply as much data as possible as the government will use this to approve the proposed equipment, as related to this purchase description, for production and/or purchase.

5. 30% Concept Design and Data A 30% conceptual design review will be held between the contractor and MCAAP personnel within four (4) weeks of award. Contractor shall supply preliminary drawings related to the construction and final assembly as specified by this purchase description to the MCAAP Systems Development Division for approval. Any specific requirements related to the foundation requirements for the cranes shall be supplied at this time.

These drawings should include installation and/or operational envelope dimensions, utility requirements, and connection locations along with any other pertinent data. If there is a picture of the equipment or portions of the equipment, such as from a brochure, then that picture(s) should be included with the data. It is advantageous for the contractor to supply as much data as possible as the government will use this to approve the proposed equipment, as related to this purchase description, for production and/or purchase. This set of the drawings/data shall be in electronic format. The preferred format is “.dwg” or “.dxf” for 2-D data and Solid Works (.sldprt, .sldasm) format or STEP (.stp) format for 3-D data. All drawings/data shall be authorized for reproduction and distribution to end users of the equipment.

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6. Finalized Drawings and Data The contractor shall provide two (2) complete sets of as-built reproducible drawings/data. The drawings/data shall include, at minimum, the requirements of paragraph above. One (1) complete hard copy set of finalized drawings/data shall be provided with the equipment. The other will be in electronic format. The format must be capable of being read as “.dwg” or “.dxf” for 2-D data and Solid Works (.sldprt, .sldasm) format or STEP (.stp) format for 3-D data. All drawings/data shall be authorized for reproduction and distribution to end users of the equipment.

7. Operational, Maintenance, and Parts Manuals The contractor shall furnish under this purchase description two (2) sets of operational, maintenance, and parts manuals as necessitated by the equipment. The manuals shall be specific (not canned statements about the system in general) to the system supplied. There shall be a brief description concerning the purpose of the specific equipment supplied and the rated operating capacities. The manuals shall contain a complete parts list to include (at minimum) all information necessary (manufacturer’s name, address, phone number, P/N, S/N, size, model number, type, etc.) to re-order the part if necessary. The manuals shall include all preventative maintenance procedures/schedules specific to the equipment supplied. These manuals shall be applicable to the equipment provided only and shall include all safety precautions/warnings associated with the operation. All manuals shall be authorized for reproduction and distribution to end users of the equipment. One (1) set of hard copy versions of the manuals shall be provided with the equipment. One (1) set of the manuals shall be electronic in form (on CD) and must be capable of being read in either a “.pdf” or a “.doc” format.

Acceptance Review

Upon shipment of components to MCAAP, an acceptance review by government personnel will be conducted. If the system or its components are found to be unacceptable, those components shall be shipped back to the contractor/manufacturer for repair and/or replacement. It is the sole purview of the MCAAP Engineering personnel to waive the necessity of these reviews.

Quality Assurance Provisions

8. Responsibility for Inspection Unless otherwise specified in the contract or purchase description the contractor is responsible for the performance of all inspection requirements specified herein.

Except as otherwise specified the contractor may use their own facilities or any commercial laboratory acceptable to the government. The government reserves the right to witness or separately perform any of the inspections set forth in the purchase description where such inspections are deemed necessary to assure supplies and

Bridge Crane System 6 | P a g e services conform to prescribed requirements. The contractor shall notify the contracting officer at least 15 working days prior to shipment so a government representative(s) can make arrangements to be present to perform an acceptance inspection if necessary.

Final acceptance of the contract shall be the responsibility of the government contracting officer.

9. Quality Management Contractor must show proof of internal quality management system in accordance with MIL-I-45208A, ISO 9001: 2000 or equivalent quality assurance programs. The contractor shall certify and maintain substantiating evidence that the product meets the provided drawing specification, and quality assurance requirements.

This includes manufacture and welding requirements. The manufacturer may use their own inspection facility or any commercial facility agreeable to the government. The government reserves the right to witness the inspections of all components of this system for conformity of specifications.

Warranty

Contractor shall provide a warranty against defective material, parts, and workmanship for a period no less than 1 year from final commissioning date.

Notes Intended Use

When government drawings, specifications, or other data are used for any purpose other than in connection with definitely related Government Procurement Operations, the Unites States Government thereby incurs no responsibility or any obligation whatsoever. The fact that the government may have furnished, formulated, or in any way, supplied the said drawings, specifications, or other data, is not to be regarded by implication, or otherwise in any manner licensing the holder or any other person, or corporation, or conveying any rights or permission to manufacture, use, or sell any patented invention that may be in any way related thereto.