PWS_Overhead Gantry Crane and Column Mounted Jib Cranes.pdf

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Overhead Crane & Column-Mounted Jib Cranes
Solicitation number
70Z04020Q61092Y00
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This solicitation requests quotes for an overhead gantry crane, column-mounted jib cranes, and associated installation at the U.S. Coast Guard Yard in Baltimore. The overhead crane must have a 20-ton lifting capacity to maneuver MTU engines throughout the 200' by 50' shop. Nine 1.5-ton column-mounted jib cranes are also required. Quotes are due by April 20, 2020 and shall include prices for the crane equipment, design of footings and pilings, installation, training, and a project schedule. The award will be made to the lowest-priced technically acceptable offeror meeting the requirements of providing overhead lifting, column-mounted jib cranes, and installation at the Coast Guard Yard in Baltimore.

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70Z04020Q61092Y00

PERFORMANCE WORK STATEMENT

OVERHEAD GANTRY CRANE AND COLUMN-MOUNTED JIB CRANES

1.0 SCOPE

1.1 SCOPE: The scope of this procurement identifies the requirement of a 20T (ton) capacity overhead gantry crane to be utilized for the lifting and maneuvering of 4000 series MTU engines. The overhead crane shall have 20T lifting capability and able to traverse the length and width of the shop. Coast Guard requires nine (9) jib cranes with a 3000 (1.5T) pound capability that will be mounted to the overhead gantry crane columns. The scope also includes the powering controls for the overhead gantry crane and jib cranes.

1.2 OBJECTIVE: Install an overhead gantry crane to be engineered and designed with a lifting capacity of 20T. Columns supporting the overhead gantry crane should be designed and engineered to withstand the loading of the 20T load from the overhead gantry crane and the 1.5T load from the column-mounted jib cranes.

1.3 APPLICABLE DOCUMENTS

1.3.1 COMPLIANCE DOCUMENTS:

1.3.2 OSHA 1910.179 - Overhead and Gantry Cranes

1.3.3 REFERENCE DOCUMENTS:

1.3.3.1 ASME B30.2 - Overhead and Gantry Cranes

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

1.3.3.3 CMAA-74 – Specifications for Top Running and Under Running Single Girder

Electric Overhead Cranes Utilizing Under Running Trolley Hoist

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

2.0 REQUIREMENTS/TASKS

2.1 TASK ONE: Overhead Gantry Crane – Design, supply, and install one (01) twenty (20) ton crane and holding railway system with the capability to move a 15 ton engine the approximate length (200 ft.), width (50 ft.), and height (20 ft.) of Building 5. The crane shall be electrically operated.

The testing of the overhead crane and the railway system shall be load tested IAW OSHA or industry regulation and be completed by the Contractor. The crane and crane railway system shall have a braking mechanism that will apply a brake when there is a loss of power or mechanical failure. The 20T crane shall be operated with the use of one (01) portable remote attached to the crane and one (01) local control panel. The railway system shall be free standing.

Description:

Length: 200 feet Span: 50 feet Hoist Lift: 20 feet Limit Switches: To limit lower and upper travel, over capacity, and hoist block Hoist speed: Two speed; 18/4.5 fpm (or equivalent)

Trolley speed: Two speed; 50/17 fpm (or equivalent) Bridge speed: 100 fpm (variable speed) Voltage: 460V, 3- phase power, 60Hz Other: Trolley and bridge bumpers Paint: Yellow

2.2 TASK TWO: Column-Mounted Jib Cranes - Install nine (09), 1.5 Ton column mounted jib cranes.

The column mounted jib cranes will be electric or air powered. Due to limited electric powering capability, air powered jib cranes are highly considered in the contractor design. Each jib crane will have a weight handling capacity of 1.5T, rotation of 180 degrees and a span of 10 ft. The jib crane hoist shall be able to travel the entire distance across the 10 ft. jib arm. The jib crane shall be mounted approximately 15 ft off the ground to provide the jib crane lifting capability for an engine that’s stands 12.5 ft. tall. The jib crane shall be able to maintain a load of 1.5T at all jib crane hoist positions.

Capacity: 1.5 Ton Rotation: 180 degrees Crane Span: 10’ Height Mounted on Crane Railway Column: 15 ft.

2.3 TASK THREE: Footings and Pilings Design. The Contractor shall provide an engineering drawing showing the footprint for the placement of footers and pilings needed for the installation of the cranes. The drawing shall be signed by a professional engineer. A draft drawing shall be provided with the proposal. The final drawing will be due 20 days after contract award.

2.4 TASK FOUR: Installation

2.4.1 The existing crane and railway crane system will be disassembled and removed by the

Government.

2.4.2 The install of the crane being supply, designed, and installed will be supported using concrete crane footers and helical pilings. The crane footers and helical piling specifications and drawings will be generated by the government and procured in a contract separate from this contract.

2.4.3 The Contractor will ensure the overhead gantry crane, railway, columns and column mounted jib cranes are built in accordance with CMAA-74 and ASME B30.17 or industry standards.

2.4.4 The Government will supply three phase power for the electrical components. The contractor will install all electric power wires and components from header to crane.

All power must be wired and located from a ceiling down configuration, or placed at least 15 feet off the ground to prevent water intrusion in the event of a 100 year flood.

The Government will supply airline header. The Contractor will pipe and install air lines to all jib cranes designated to industry standard building code and support 125 PSI if needed for column mounted jib cranes.

2.5 TRAINING. Continuity of Support - Following completion of the installation of the 20T overhead crane, railway system, and column mounted jib cranes, the Contractor shall conduct accurate and appropriate training to qualify staff to operate all machinery installed in the SOW.

2.6 WARRANTY. A copy of the warranty shall be provided as part of the proposal.

2.7 PROJECT PLAN. The Contractor shall provide a construction and installation plan with a Gantt chart equivalent type schedule. The schedule shall include task start dates and completion dates and shall show variances. A draft of the project plan and Gantt chart shall be provided with the proposal. The final project plan shall be provided 30 days after contract award.

Updates to the project plan and Gantt chart shall be provided every 2 weeks.

2.8 Technical Data.

2.8.1 Test Plan. The Contractor shall provide a copy of the test plan with the proposal. The test plan must fully address all features and capabilities of the equipment and must fully demonstrate the proper installation, startup, and operation of the equipment.

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

2.9 Meetings.

2.9.1 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 post-award conference will be held within five {5} days after contract award. The period of performance, risk analysis associated with the project, will be discussed during the post-award conference, along with meeting the CG Yard stakeholders.

2.9.2 Arrival Conference. An arrival conference meeting will be held marking the beginning of the Period of Performance.

2.9.3 Progress Meetings. The Contractor shall participate in progress meetings. The times, dates, and location will be discussed at the post-award conference.

2.9.4 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’ experience as a crane manufacture 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 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: The contractors 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 Government facilities. All Contractor employees will be required to follow all rules of all personnel who enter CG Base Baltimore.

3.5 REMOVING EMPLOYEES FOR MISCONDUCT OR SECURITY REASONS: The Government may, at its sole discretion, direct the Contractor to remove any contractor 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 Coast Guard 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.

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 INSTALLATION PERIOD OF PERFORMANCE: The Government estimates that installation of the cranes will commence approximately 30 days following the completion of the installation of the concrete footers. This date is estimated to be approximately 120-150 days post contract award. The Contractor will be notified of the 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.

4.10 PROTECTION OF INFORMATION: The CG Yard will not submit or provide any outside authorities of 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 Representative (COR), the POC for this contract, and the security gate office.

5.0 GOVERNMENT FURNISHED RESOURCES:

5.1 The Government will supply three phase power for the electrical components and 125 PSI air as outlined in paragraph 2.4.4.

5.2 The civilian cafeteria in Building 68 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.

5.3 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 installation, and successful demonstration of the performance requirements identified in the PWS.

8.0 DELIVERABLES:

All deliverables for the Government shall be addressed to the following address:

Kimberly Milewski, Contracting Officer 707 E. Ordnance Road Baltimore, MD 21226

File details come from the government source that posted it. Updated .