Revised PWS_A00005_062920.pdf

70Z04020Q61092Y00 Amendment A00005_062920

Performance Work Statement

TOP RUNNING CRANE AND COLUMN-MOUNTED JIB CRANES

1.0 SCOPE

1.1 SCOPE: The scope of this procurement identifies the requirements to furnish, install, and test a 20T (ton) capacity top running overhead crane and eight (8) 1.5T column-mounted jib cranes to be utilized for the lifting and maneuvering of a 4000 series MTU engine. The overhead crane will need to traverse the length and width of the Building 5 Engine Shop at the Coast Guard Yard. The scope also includes the power control requirements for the top running crane and jib cranes. The scope of work does not include the design, supply, or installation of concrete footers for the crane support structure.

1.2 OBJECTIVE: Furnish and install a top running crane with a lifting capacity of 20T with a minimum CMAA classification of Class D. Freestanding railway system and column support structure shall be capable of withstanding the loading of both 20T overhead crane and 1.5T column-mounted jib cranes as described in Section 2.1 below.

1.3 APPLICABLE DOCUMENTS

1.3.1 COMPLIANCE DOCUMENTS:

1.3.1.1 OSHA 1910.179 - Overhead and Gantry Cranes

1.3.2 REFERENCE DOCUMENTS:

1.3.2.1 ASME B30.2 - Overhead and Gantry Cranes

1.3.2.2 ASME B30.17 – Cranes and Monorails (with Underhung Trolley or Bridge)

1.3.2.3 CMAA-70 – Specifications for Top Running and Gantry Type Multiple Girder

Electric Overhead Traveling Cranes

1.3.2.4 AWS D14.1- Specification for Welding of Industrial and Mill Cranes and Other

Material Handling Equipment

1.3.3 The contractor must comply with all ICC, NFPA, AISC, and industry standard codes that may not be listed above.

2.0 REQUIREMENTS/TASKS

2.1 TASK ONE: Top Running, Double Girder Overhead Crane – Design, supply, and install one (01)

20T overhead crane and freestanding railway system with the capability of moving a 20 ton load the approximate length (200 ft.) and width (50 ft.) of the Building 5 Engine Shop at Coast Guard Yard. Design and load rating shall be in accordance with ASME B30.2 and CMAA 70 Class D. The overhead crane will be indoors and electrically operated. The power supply voltage will be determined by the Contractor, but must be compatible with the existing 480VAC, 3 phase, 60 Hz system. The crane and crane railway system shall have a braking mechanism that will apply a brake when there is a loss of power, loss of control signal, or mechanical failure. The holding brake shall be rated in accordance with ASME B30.2 and shall be a friction-style brake. The dynamic braking mechanism will be determined by the Contractor in accordance with the referenced standards. The crane shall include an anti-2-block system and a load indicating system with overload alarms. The lowest overhead clearance is 22 ft inside the building structure. The bottom of the overhead crane hook in the highest resting position shall to be a minimum of 16 ft. off the ground at full load. The 20T crane shall be operated with the use of one (01) portable remote pennant attached to the crane and one (01) local control panel, both of which having controls for speed and direction of travel. The railway system shall be free standing with column spacing between 15 ft. and 20

ft. The freestanding structure shall in no way tie into existing building. The structure shall allow for the uninhibited movement of materials at the north and south ends of the building.

The structure shall also be certified by a Professional Engineer. The overhead crane and the railway system shall be load tested IAW OSHA or applicable industry standards and conducted by the Contractor in the presence of a Government representative. The critical loading design must consider the full load of the 20T overhead crane and two (02) fully loaded jib cranes simultaneously at the free ends of the railway structure.

Description: Top running, double girder overhead crane Length: 200 feet Span: 50 feet Hook Height off Ground: 16 ft. (threshold) Limit Switches: Upper limit travel switch (2 block), overload limit switch Hoist speed: Two speed; 18/4.5 fpm (or equivalent) Trolley speed: Two speed; 50/17 fpm (or equivalent) Bridge speed: Variable speed Voltage: Building power supply is 480V, 3- phase power, 60Hz Motor: Shall be TEFC, continuous duty, and non-overloading in all operating modes and loads.

Safety: Parking brake must be friction- type and activate on loss of power and/ or control input Other: Trolley and bridge bumpers with end limit switches Welding: Shall be in accordance with AWS Standard 14.1, performed and inspected by AWS certified personnel Paint: Yellow

2.2 TASK TWO: Column-Mounted Jib Cranes - Install eight (8), 1.5 Ton column-mounted jib cranes designed and rated in accordance with ASME B30.17. The jib cranes shall be mounted on the vertical columns supporting the crane. The column mounted jib cranes shall be electrically powered. The power supply voltage will be 480 VAC, 3 phase, 60 Hz. Each jib crane will have a dynamic weight capacity of 1.5T and rotation of 180 degrees. The jib crane hoist shall be able to manually travel 10 ft on the jib arm. The jib crane hoist shall be positioned approximately 15 ft off the ground. The jib crane shall be able to sustain a load of 1.5T at all jib crane hoist positions. The placement of the eight (8) jib cranes must be approved by the Government prior to the Contractor’s submitted final design.

Description: Column-Mounted Jib Cranes (8) Capacity: 1.5 Ton each Rotation: 180 degrees Transverse distance: 10 ft.

Height Mounted on Crane Railway Column: 15 ft.

Voltage: Building power supply is 480V, 3- phase power, 60Hz Motors: Shall be TEFC, continuous duty, and non- overloading in all operating modes and loads

Welding: Shall be in accordance with AWS Standard 14.1 performed and inspected by AWS certified personnel.

2.3 TASK THREE: Deliverables.

Pre-Award. Contractor shall provide a conceptual drawing showing the overhead crane, jib cranes, crane railway system, and crane support footprint. Anticipated hook travel distance shall be submitted in the proposal. All free standing system supports shall be included in the drawing and are required to have a minimum clearance of 15 ft. off the ground. The Contractor shall also submit a draft Project Plan in accordance with Section 2.8 below.

Post-Award. The Contractor shall submit a final drawing, test plan, training plan, and project plan 20 days after contract award. The government will have 15 days to review the final deliverables and submit feedback to the Contractor. Corrections will be due to the government within 10 days. The drawing must include the details of the support footings including dimensions, hardware requirements, and exact placement in the shop for Coast Guard Civil Engineering to design and install concrete footers in advance of the crane installation. Final design submittal of the overhead crane, crane railway system, and jib cranes shall be certified by a professional engineer and shall include verification that crane classification meets a minimum CMAA classification of Class D.

2.4 TASK FOUR: Installation and Testing:

2.4.1 Government is responsible for designing and providing concrete footer supports to sustain the static and dynamic loading of the 20T crane, 1.5T jib cranes, and support structure. The concrete footers will be supported by helical pilings to bedrock.

Government will discuss with Contractor for proper installation and tie in locations between concrete footers and freestanding structure.

2.4.2 The Contractor shall ensure the overhead crane, railway, columns, and column mounted jib cranes are built and tested in accordance with CMAA-70 and ASME B30.2, B30.17. Alternative standards must be subject to approval.

2.4.3 The Government shall supply three phase power for the electrical components. The Contractor will supply and install all electric power wires and components from the crane to the provided 480V building power supply. The 480V power supply will be installed by the Government and located in accordance with the conceptual drawing power supply vicinity provided by the awarded Contractor. All wiring and connections provided by the Contractor are to be tested and inspected in accordance with industry standards. All hanging and transverse running wired supplied and installed by the Contractor shall be at least 15 feet off the ground to prevent water intrusion in the evet of a 100-year storm. The Contractor will supply, install, and wire lines to all cranes (overhead and jib) designated to industry standard building code.

Per OSHA 1910.179(g)(5)(i), the power supply to the runway conductors shall be controlled by a switch or circuit breaker located on a fixed structure, accessible from the floor, and arranged to be locked in the open position.

2.4.4 The Contractor shall supply all equipment utilized for the installation. The Government will supply the staging area/lay down space.

2.4.5 Contractor shall provide all equipment for testing and shall conduct testing in accordance with the approved Test Plan and in the presence of the Government representative.

2.5 TRAINING. Following satisfactory testing of the 20T overhead crane, railway system, and column-mounted jib cranes, the Contractor shall conduct training to qualify staff to operate all machinery installed in the PWS in accordance with the accepted Test Plan (see Section 2.3).

2.6 SITE VISIT. In an effort to promote clear communication of government requirements for this acquisition, a site visit is scheduled for 18 June 2020 @ 10:00 am EST. Attendance at site visit, while encouraged, is completely voluntary. Prospective bidders are responsible for visiting the site to verify existing conditions and determine actual dimensions and the nature of the work required. Failure to visit the site does not relinquish the prospective bidder from determining the extent and scope of the work required and estimating the difficulty and cost to complete the project. Requests for equitable adjustments, in either time or money, arising from failing to field verify site conditions shall be denied. Companies interested in participating in the site visit will need to contact LTJG Katherine Beasley at Katherine.a.beasley@uscg.mil at least 24 hours prior to scheduled date, with individual's names for Yard access (limit 2 people per company).

2.7 WARRANTY: A copy of the warranty shall be provided as part of the proposal. Standard warranty FOR LABOR AND EQUIPMENT required is a minimum of one (01) year.

2.8 PROJECT PLAN. The Contractor shall provide a construction and installation plan with a Gantt chart equivalent type schedule. A draft of the project plan and Gantt chart shall be provided with the proposal. The final project plan shall be provided 20 days after contract award. The final schedule shall include task start dates, completion dates, and duration. The government will have 15 days to review the final project plan and Gantt chart and submit feedback to the Contractor with approval or revisions. Corrections and or revisions shall be due to the government within 10 days.

2.9 TECHNICAL DATA. The Contractor shall provide all equipment manuals, drawings, load test certificates, and inspection reports.

2.10 MEETINGS.

2.10.1 Post-Award Conference. The Contractor shall attend and participate in a post-award conference to be held at the CG Yard in Baltimore, MD. The conference date will be determined by the Government and Contractor for the convenience of both parties.

The period of performance will be discussed during the post-award conference.

2.10.2 Arrival Conference. An arrival conference meeting will be held marking the beginning of the installation phase. The post-award conference and arrival conference will be two

(02) separate meetings.

2.10.3 Progress Meetings. The Contractor shall conduct monthly and weekly progress meetings with the Government representative. The Contractor shall conduct monthly progress meetings during the production/build phase of the cranes. Once the installation and testing phase starts, weekly progress meetings shall be held and shall continue until the project is complete. The times, dates, and location of the meetings will be discussed at the post-award conference.

2.10.4 Progress Reports. Progress reports shall be submitted to the CG Yard at every progress meeting.

3.0 CONTRACTOR PERSONNEL

3.1 QUALIFIED PERSONNEL: Contractor shall have a minimum of 5 years of experience as a crane manufacturer or representative with demonstrated experience as a qualified person as described as ASME B30.2. The Contractor is expected to provide appropriately trained and qualified staff to perform the type of work associated with their skill of craft.

3.2 KEY PERSONNEL: The Contractor shall provide a Supervisor who shall be responsible for the performance of the work. The name of this person and an alternate in the Supervisor’s absence shall be designated in writing and provided to the Contracting Officer and Contracting Officer’s Representative. The Supervisor or alternate shall have full authority to act for the Contractor on all contract matters relating to daily operation of this contract. The Supervisor or alternate shall be available between 7:00 am and 3:30 pm, Monday through Friday except when the Government facility is closed.

3.3 EMPLOYEE IDENTIFICATION: Contractor employees shall be required to wear distinguishing company attire at all times (i.e. Company logo, nametag, company logo with name on hardhat).

3.4 EMPLOYEE CONDUCT: Contractor employees shall comply with all applicable Government regulations, policies, and procedures (e.g., fire, safety, sanitation, environmental protection, security, etc.) when visiting or working at CG Yard.

3.5 REMOVING EMPLOYEES FOR MISCONDUCT OR SECURITY REASONS: The Government may, at its sole discretion, direct the Contractor to remove any employee from the Coast Guard and Department of Homeland Security facilities for misconduct or security reasons. Removal does not relieve the Contractor of the responsibility to continue providing the services required in this PWS. The removal of any workforce member of the Contractor will be documented. The Government will provide the Contractor with an immediate written explanation of the request to remove the employee through the Contracting Officer.

4.0 OTHER APPLICABLE CONDITIONS

4.1 SECURITY: The Coast Guard Yard is a controlled access area. All contractors and subcontractors performing work on this contract shall utilize the RAPIDGate program.

RAPIDGate manages the non-Common Access Credential (CAC) eligible vendor/contractor companies and their employees who require access to Coast Guard Yard. Vendor/contractor CAC eligibility has been restricted to only those who require physical access to Coast Guard Yard. All Contractor employees are required to identify themselves with company identification on their hard hats and/or uniforms. Any Contractor employee not following Coast Guard rules and regulations will be removed from performance on this contract and may be barred from reentering the Coast Guard Yard.

Contractor employees shall not enter restricted areas in accordance with CG Yard security regulations and policies. Before Contractor employees can work at the CG Yard, the Contractor shall complete a security investigation on all Contractor employees in connection to this contract. Any Contractor employees with a criminal background must get prior authorization before they can gain access to the CG Yard. A list of all Contractor personnel who will be working on this task shall be supplied to the government prior to the arrival conference for proper access to the Coast Guard Yard.

All personnel shall receive a visitor pass and clearance form from the CG Yard Security located at the Main Gate. A list of personnel needing access shall be provided to the Project POC at least twenty four (24) hours prior to requiring access. Personnel will be required to provide full name, picture I.D. (valid driver’s license preferred), and date of birth. Non- US citizens will not be granted access to the work location under this contract. The following forms of identification are authorized:

- CAC - Foreign passport containing appropriate visas

- TWIC - Green Cards

- Passport - MOST state IDs

The following state IDs will not be accepted:

- Maine - Missouri* - Minnesota - Washington* - Montana

* Enhanced Driver’s License (EDLs) will be accepted

4.2 PERIOD OF PERFORMANCE: Period of performance for installation will commence within 30- 60 days following the concrete footer installation. The Contractor will be notified of footer progress for planning purposes.

4.3 PLACE OF PERFORMANCE: The place of performance will be as follows:

Coast Guard Yard 2401 Hawkins Point Road Baltimore, MD 21226

4.4 HOURS OF OPERATION: The normal operating hours of the CG Yard are 7:00 am to 3:30 pm, Monday through Friday, except Federal holidays or when the Government facility is closed due to local or national emergencies, inclement weather, administrative closings, or similar Government- directed facility closings.

The contractor may be required to work outside of the normal working hours and possibly on weekends due to Yard work activities. Advance notice will be given to the Contractor as much as practical.

4.5 TRAVEL: The Contractor is responsible for any travel in the performance of this PWS.

4.6 PROTECTION OF INFORMATION: The CG Yard will not submit or provide any outside authorities, any personal information pertaining to the workforce of the Contractor. A list with all approved workers will be submitted to the Contracting Officer (KO), Contracting Officer’s Representative (COR), the POC for this contract, and the security gate office.

5.0 GOVERNMENT FURNISHED RESOURCES:

5.1 The civilian cafeteria on site may be used by all Contractor employees. Contractor employees are not authorized to attend picnics, cookouts, or any other type of workday ceremonies sponsored by the government.

5.2 Contractor-owned vehicles will only be allowed on the CG Yard to facilitate the flow of materials, supplies, or services to and from the job site. Routine operation or parking of Contractor or privately owned and/or operated motor vehicles is not authorized on base, without exception. The North Lot outside of the security gate is available for parking.

6.0 CONTRACTOR FURNISHED PROPERTY:

6.1 The Contractor shall, throughout the performance of this contract, furnish all materials, equipment, and supplies necessary for contractor performance, and not otherwise identified as government provided material. The Contractor shall provide all standard Personal Protection Equipment (PPE) in accordance with Occupational Safety and Health Administration (OSHA) standards including but not limited to hard hat, appropriate eye protection, steel- toed shoes, and hearing protection.

6.2 In the event the Contractor creates an unsafe work environment and will cause yard work operations to cease, damages shall be assessed for the length of the work delay and the Contractor will be held liable.

6.3 The Contractor will provide all tools, lifts, cranes, and personnel to complete the scope of work described above and required weights for a full capacity load test required by OSHA.

7.0 GOVERNMENT ACCEPTANCE PERIOD:

7.1 Government acceptance is FOB Destination upon verification of no damage to the equipment in transit, correctness and completeness of the installation, and successful demonstration of the performance requirements identified in this PWS.

8.0 DELIVERABLES:

All deliverables for the Contractor, if needed during the construction process, will be addressed to the following address:

POC: Eric Hughes, Building 5 2401 Hawkins Point Rd.

Baltimore, MD 21226