Attachement 1 - Performance Work Statement.pdf

PDF 575 KB Posted

Attached to
Hoist Crane Replacement for Shenango River Lake
Solicitation number
W911WN25QA033
Issued by

About this file

This is a Solicitation for the replacement of a hoist crane at the Shenango River Lake facility in Mercer County, Pennsylvania. The U.S. Army Corps of Engineers is seeking a contractor to remove the existing hoist crane and install a new type D-Single Hook with Side Drive Trolley crane. The replacement crane must be capable of lifting 20,000 pounds, operate with 208V, 3-phase power, and include specific electrical and mechanical requirements such as a 10HP hoist motor, radio pushbutton controller, and Variable Frequency Drive (VFD) controls.

Key contract details include a 365-calendar day performance period, work to be conducted between 6:30 AM and 4:00 PM EST, Monday through Friday, and a requirement for comprehensive quality control documentation. The contractor must provide operations and maintenance manuals, conduct load testing to 125% of nominal load, and perform detailed inspections throughout the project. The solicitation includes specific technical specifications for the crane, site access requirements, safety protocols, and submission of various plans and reports. The contract is valued under the solicitation number PANGLR-25-P-0000 006018, with an issue date of June 2025.

View the file

Other files

File Type Posted
W911WN25QA033 0004.pdf PDF
W911WN25QA033 0003.pdf PDF
W911WN25QA033 0002.pdf PDF
Attachment 2 - LRP Security Information Sheet CUI.xlsx XLSX spreadsheet
Solicitation - W911WN25QA033.pdf PDF
W911WN25QA033 0001.pdf PDF

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

SOLICITATION NO.: PANGLR-25-P-0000 006018

CONTRACT NO.:

ISSUE DATE: June 2025

Shenango River Lake Hoist Crane Replacement

Specifications

1. GENERAL REQUIREMENTS

1.1. GENERAL

The Contractor shall be responsible for furnishing all supplies, materials, equipment and labor as necessary to complete the work as specified herein. The work consists of replacing the bulkhead hoist crane on site. The Contractor shall remove and dispose of the existing hoist crane. Figure 1 herein includes site plan aerial imagery.

Shenango River Lake is located in Mercer County, PA. The work is located near the Shenango River Lake Project Office, 2442 Kelly Rd, Hermitage, PA 16148. The site of the work may be reached from state and local roads and streets.

1.1.1. Coordination Meeting and Points of Contact (POCs)

Prior to commencement of any work being performed on site, the Contractor shall participate in a teleconference with the Shenango River Lake Resource Manager:

Resource Manager and Administrative Contracting Officer – Mr. William Spring, (724) 962-7746 extension 5115, William.J.Spring@usace.army.mil

1.2. REFERENCES

1.2.1. Regulations

The regulations listed below form a part of this contract to the extent referenced.

1.2.1.1. 29 CFR-1910 Fall Protection Systems and Falling Object Protection-Criteria and Practices

1.2.1.2. ASME B30.11-2010 Monorails and Underhung Cranes

1.2.1.3. ASME B30.17-2020 Cranes and Monorails (With Underhung Trolley or Bridge)

1.2.2. General Publications

The publications produced by the organizations listed below form a part of this contract to the extent referenced.

1.2.2.1. UL – Underwriters’ Laboratories

1.2.2.2. NEC – National Electrical Code

1.2.2.3. NEMA – National Electrical Manufacturers Association

1.2.2.4. ANSI – American National Standards Institute

1.2.2.5. IEEE – Institute of Electrical and Electronic Engineers

1.2.2.6. IEC – International Electrotechnical Commission

1.2.2.7. ISA – Instrument Society of America

1.3. SUBMITTALS

The Contractor shall provide the below indicated submittals to the Government. Government approval is required for submittals with a "G" designation; submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submittals with DO designation shall be submitted to District Office. The Government reserves the right to require the Contractor to resubmit any item found not to comply with the contract. This does not relieve the Contractor from the obligation to furnish material conforming to the plans and specifications. It will not prevent the Contracting Officer or designated representative from requiring removal and replacement of nonconforming material incorporated in the work. The Government has the right to reject defective supplies or

CONTRACT NO.:

ISSUE DATE: June 2025 services within a reasonable time after delivery by written notification to the Contractor. The Contractor shall, in such event, promptly replace, correct, or repair the rejected supplies or services at the Contractor’s expense.

Submit the following in accordance with this section.

1.3.1. SD-01 Preconstruction Submittals

1.3.1.1. Quality Control Plan (QCP); G, DO

The Contractor shall complete and submit a Quality Control Plan. A QCP template is provided as an attachment to the specifications. There shall be one qualified Superintendent and one qualified Contractor Quality Control (CQC) Manager. The Site Safety and Health Officer (SSHO) and the Contractor Quality Control Manager may be the same person and may be the designated representative (DR). The Quality Control Plan shall consist of plans, procedures, and organization necessary to produce a product that complies with the contract requirements, cover all construction operations, both onsite and offsite, and be keyed to the proposed construction sequence. The project Superintendent will be held responsible for the quality of work and is subject to removal by the Contracting Officer. The Contracting Officer or designated representative reserves the right to conduct any inspections or perform any tests deemed necessary at any time during the execution of the contract to determine conformance with the requirements of these specifications. Superintendent and CQC Manager shall be on site at all times work is being done.

1.3.1.2. Accident Prevention Plan (APP); G, DO

In addition to other requirements, the Accident Prevention Plan shall be coordinated with and refer to the Site Access and Work Plan to ensure proposed equipment can be used in a safe manner on the terrain encountered in the work area, including addressing the work conditions in the Activity Hazard Analysis (AHA).

1.3.1.3. Project Schedule; G, DO

Project Schedule must be provided in Excel format and updated as necessary or as required by the Contracting Officer or designated representative.

1.3.1.4. Site Access and Work Plan; G, DO

Contractor shall submit for review and approval a written plan describing in detail all phases of hoist replacement, including, but not limited to, removal and disposal of the existing hoist crane, installation of the new hoist crane, and post installation testing. The Site Access and Work Plan shall address field control and evaluation of hoist replacement operations, description of the construction equipment, and methods necessary to replace the hoist crane as specified herein. The Site Access and Work Plan shall address all requirements specified in paragraph

1.9.3 “Work Areas”. Plan shall address work sequencing, time projections, as well as how each step will be controlled, tested, and evaluated. Plan shall address safety measures, equipment specifications, work scheduling around weather and record keeping. Do not begin replacement of the hoist crane until after the Site Access and Work Plan is approved.

1.3.2. SD-05 Design Data

1.3.2.1. Manufacture’s Product Literature; G, DO

Product data shall include catalog cuts, wiring diagrams, specifications or other descriptive data for materials proposed for use, including copies of Manufacturer’s warranties, and required warranty maintenance. All appropriate descriptive data shall be clearly indicated on the submittal.

Manufacturer’s product literature for the Installation List of Materials (ILOM) to be Government approved

CONTRACT NO.:

ISSUE DATE: June 2025

1.3.2.2. Replacement Crane Plan; G, DO

Contractor shall document the proposed replacement hoist crane, in a sketch, for review and approval by the Contracting Officer or designated representative. The plan shall clearly indicate that the replacement crane is compatible with the existing conductor rail. The plan shall include manufacturer’s information of the crane to be installed.

1.3.2.3. VFD Performance Verification Test; G, DO

Contractor shall provide a PDF of the performance verification test for the installed hoist crane VFD controls to the Contracting Officer or designated representative.

1.3.2.4. Operation and Maintenance Manual; G, DO

Contractor shall provide a PDF of the operations and maintenance manual for the installed hoist crane to the Contracting Officer or designated representative.

1.3.3. SD-11 Closeout Submittals

1.3.3.1. Contractor's Warranty; G, DO

The Contractor shall provide a one-year service warranty from the date of final acceptance against defects in workmanship. The Contractor shall provide a one-year manufacturer warranty on all purchased equipment.

1.3.4. Contractor Data Submission

All Contractor data submissions shall be submitted electronically to: Mr. William Spring, William.J.Spring@usace.army.mil

1.4. PROTECTION OF UTILITIES

The Contractor shall locate and clearly identify all underground and above ground utility lines, wires, cables, pipes, poles, support lines, and culverts, within the Contractor's work area. The Contractor shall contact the Pennsylvania One Call System at telephone (800) 242-1776 at least three business days prior to beginning any Construction activity and comply with all applicable provisions of the PA Underground Utility Line Protection Act, PA Act 287. The Contractor shall be responsible for any costs for the Pennsylvania One Call System. The Contractor shall conduct his operations such that the utilities are not damaged or disturbed. Any damage to utilities caused by the Contractor's actions shall be repaired by him at no additional expense to the Government.

The Contractor shall store materials and equipment in a manner that does not interfere with utility company services or utility company access to the facilities. The Contractor shall relocate any equipment or stockpiles, at no additional cost to the Government, that interfere with utility company operations, emergency repairs, or standard maintenance services.

1.5. EQUIPMENT, TOOLS, AND MACHINES

All plant, equipment, and tools used in the performance of the work will be subject to approval by the Contracting Officer or designated representative before the work is started. Maintain all plant, equipment, and tools in satisfactory working condition at all times.

1.6. DISPOSAL

1.6.1. Disposal of Solid Wastes

Solid waste shall be placed in containers and disposed on a regular schedule. All handling and disposal shall be conducted in such a way as to prevent spillage and contamination. The Contractor shall transport all solid waste

CONTRACT NO.:

ISSUE DATE: June 2025 off Government property and dispose at a commercially available and properly permitted solid waste disposal facility in compliance with Federal, State, and local requirements.

1.7. SECURITY REQUIREMENTS-AT/OPSEC

1.7.1. General Security Requirements and Guidance

The security requirements below apply to all contract personnel (including employees of the prime Contractor (“Contractor”) and all subcontractor employees) supporting the performance requirements of this contract. The Contractor is responsible for compliance with these security requirements. Questions regarding security matters shall be addressed to the designated Government representative (e.g., Contracting Officer Representative (COR), Requiring Activity (RA) representative, or Contracting Officer (if a COR or other RA representative is not appointed)). Contract personnel are critical to the overall security and safety of the US Army Corps of Engineers (USACE) installations, facilities and activities, and security awareness training contributes to those efforts. The Department of Defense (DoD) and Army security training requirements specified below, if applicable, are performance requirements; all applicable contract personnel shall complete initial training within 30 days of contract award or the date new contract personnel begin performance on the contract. Within five business days from the completion of training, the Contractor shall provide written documentation (e.g., email or memorandum) to the Government representative. The documentation shall include the names of the contract personnel trained and which training they completed; the Contractor shall maintain training records as part of their contract files and be prepared to provide copies of training certificates to the Government representative. Contractor personnel and vehicles are subject to search when entering federal installations. Additionally, all contract personnel shall comply with Force Protection Condition (FPCON) measures, Random Antiterrorism Measures (commonly referred to as “RAMs”), and Health Protection Condition (HPCON) measures. The Contractor is responsible for meeting performance requirements during elevated FPCON or HPCON levels at any individual facility or installation change, the Government may implement security changes that affect contract personnel. The Contractor shall ensure all contract personnel are aware of their security responsibilities, including any site-specific requirements identified in local policies or procedures.

1.7.2. Physical security and access control requirements:

All contract personnel requiring physical access to a federal installation or facility shall comply with the access control procedures of that location. Contract personnel requiring unescorted access to meet contract performance requirements on a DoD installation in the US shall be vetted by the installation/facility Provost Marshal/Directorate of Emergency Services/Security Office using the National Crime Information Center- Interstate Identification Index (commonly referred to as “NCIC-III”) and Terrorist Screening Database (commonly referred to as “TSDB”). Contract personnel shall comply with all personal identity verification requirements specified in installation/facility policies and procedures. Contract personnel who do not meet requirements for unescorted access to USACE facilities shall coordinate escorted access with the Government representative, as needed. Contract personnel who receive keys, access cards, or lock combinations that provide access to government-owned property shall comply with key and lock control procedures of the RA.

1.7.3. Pre-screen candidates using E-Verify Program:

Contractors shall comply with the requirements set forth in FAR clause 52.222-54 Employment Eligibility Verification and FAR Subpart 22.18 in using the E-Verify Program at (https://www.e-verify.gov/) (website subject to change) to meet the contract employment eligibility requirements. Contractors are encouraged to cooperate with Federal and State agencies responsible for enforcing labor requirements to include eligibility for employment under United States immigration laws in accordance with FAR 22.102-1(i). An initial list of verified/eligible candidates shall be provided to the COR no later than three 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, and submit it to the Contracting Officer to become part of the official contract file.

https://www.e-verify.gov/

CONTRACT NO.:

1.8. SAFETY REQUIREMENTS

In addition to the detailed requirements included in the provisions of this contract, all work shall comply with the most recent edition of the USACE Engineering Manual (EM) 385-1-1, “Safety and Health Requirements Manual”, and all applicable federal, state, and local laws, ordinances, criteria, rules, and regulations. If there are any standards that require interpretation, submit matters to the appropriate administrative agency for resolution before the commencement of work. Where the requirements herein, applicable laws, criteria, ordinances, regulations, and referenced documents vary, the most stringent requirements govern. The Superintendent, CQC Manager, and SSHO are subject to dismissal if any of the required regulatory requirements are not being effectively carried out.

If dismissal occurs, project work will be stopped, and no work shall proceed until a suitable replacement is approved and the appropriate requirements are assured to be effectively carried out. The latest version of the EM 385-1-1 is available online at: https://www.publications.usace.army.mil/USACE-Publications/Engineer-Manuals/.

1.8.1. Accident Prevention Plan (APP)

An Accident Prevention Plan (APP) is a safety and health policy and program document that shall be contract-and/or job-specific. The APP shall be developed by the Contractor and shall interface with the Contractor's overall Safety and Health Program, such that any portions of the Contractor's overall program referenced in the APP shall be included as appropriate. The Contractor shall develop the APP in accordance with EM 385-1-1, Appendix A, and shall address each of the elements/sub-elements in the outline contained in the appendix in the order that they are provided in the manual, and as supplemented herein. If an item is not applicable because of the nature of the work to be performed, the Contractor shall state this exception and provide a justification. The APP shall be written in English by the Prime Contractor and shall articulate the specific work, work processes, equipment to be used, and hazards pertaining to the contract.

The non-mandatory APP Checklist, Form A-2 of the EM 385-1-1, may be used to ensure each area of required information has been provided as part of the APP to the Contracting Officer or designated representative. The APP shall be submitted to the Contracting Officer or designated representative for review and acceptance within 15 calendar days after receipt of the Notice to Proceed (NTP) and prior to any commencement of work. Work cannot begin without an accepted APP. Once accepted by the Contracting Officer, the APP and all attachments will be enforced as part of the contract. Disregarding provisions of this contract or the accepted APP is a cause for stopping of that portion of the work at the direction of the Contracting Officer or designated representative until the matter has been rectified. Each sub-Contractor shall be provided a copy of the accepted APP, and a copy shall be available on the worksite at all times. A signature log shall be completed by each sub-Contractor supervisor attesting that they have read and understand the APP. All sub-Contractors shall comply with the APP. The Contractor shall provide on-going evaluations of the APP throughout the life of the project.

Changes, revisions, and updates to the APP shall be reviewed and accepted by the Contracting Officer or designated representative, project Superintendent, SSHO, and Contractor Quality Control Manager.

1.8.2. Risk Management

A risk management assessment tool, such as activity hazard analysis (AHA), job safety analysis (JSA), or job hazard analysis (JHA) shall be developed by the Contractor performing the work for each activity, task, or defined feature of work (DFOW). The assessment shall identify the work sequence, specific anticipated hazards, site conditions, equipment, materials, personnel, and the control measures to be implemented to control the hazards. If Qualified or Competent Persons are required for a particular activity, they shall be identified and included in the assessment, and their competency/qualification identified. Work shall not begin until the assessment has been accepted by the Contracting Officer or designated representative and discussed with all engaged in the activity.

These risk assessment tools are considered living documents and shall be updated as needed. If the Risk Assessment Code (RAC) matrix increases from what was originally accepted by the Contracting Officer or designated representative, the assessment shall be re-submitted for acceptance prior to work proceeding. Changes that do not increase the RAC are not required to be resubmitted for acceptance. The risk assessment shall be developed in accordance with EM 385-1-1 Section 1, or as specified by the Contracting Officer. The Contractor may use the AHA form attached to assist with completion of their risk assessments. Risk assessments shall be submitted for review at least 15 working days prior to the start of the activity, task, or defined feature of work is set to begin. The Government reserves the right to require the Contractor to revise and resubmit any documents if https://www.publications.usace.army.mil/USACE-Publications/Engineer-Manuals/

CONTRACT NO.:

ISSUE DATE: June 2025 they fail to effectively identify the work sequence, specific anticipated hazards, site conditions, equipment, materials, personnel, and the control measures to be implemented. Each employee performing work as part of an activity, task, or defined feature of work shall review the risk assessment for the activity and sign the signature log designated for the assessment prior to beginning work. A signature log shall be maintained for each risk assessment.

1.8.3. Implementation of Safety and Occupational Health (SOH) Program

The Contractor shall employ a minimum of one Competent Person at each project site to function as the primary Site Safety and Health Officer (SSHO) to implement and administer the Contractor’s safety program and the Government-accepted Accident Prevention Plan (APP). The SSHO is a full-time responsibility and shall be an employee other than the supervisor (unless specified differently in the contract and coordinated with the local SOH Office), that reports directly to a senior project, or corporate, official. The SSHO shall be present at the project site and be located so they have full mobility and reasonable access to all major work operations during the shift. The SSHO shall meet all training and experience qualifications as outlined in EM 385-1-1 Section 01, Paragraph A.17. The SSHO may also serve as the Quality Control Manager. The SSHO may not serve as the Superintendent. SSHO shall attend the pre-construction conference, pre-work meetings, including preparatory and periodic in-progress meetings.

1.8.4. Mishap Reporting

A mishap is any unplanned, undesired event that occurs during the course of work being performed, to include, accidents, incidents, and near misses. All mishaps shall be reported to the Contracting Officer or designated representative within 24-hours after notification from the affected employee(s). All Class A & B mishaps shall be reported within 8 hours of notification from a worker or supervisor to the Contracting Officer. The site shall be preserved for all mishaps to permit USACE Safety Office the opportunity for investigation of the mishap.

Contractors are responsible for maintaining an OSHA Log of Work- Related Injuries and Illnesses (Form 300) and complying with all reporting and recordkeeping requirements specified in 29 Code of Federal Regulations (CFR) 1904.

1.8.5. Damage Reports

All instances where Government materials, supplies, property, and/or equipment are damaged shall be reported immediately to the Contracting Officer or designated representative and Resource Manager.

1.8.6. Minimum Personal Protective Equipment

Personal Protective Equipment (PPE) is governed in all areas by the nature of work personnel are performing based on conducted hazard evaluations. AHAs shall detail the PPE to be used that will provide appropriate protection for the work to be performed when required. All PPE shall be provided by the Contractor, used, and maintained in a sanitary and reliable condition whenever the hazard dictates use.

Mandatory PPE, at minimum, shall include hardhat (construction sites), safety glasses, long pants, short sleeve shirts, and leather or protective work shoes or boots. Personal Floatation Devices (PFDs) shall be worn at all times when working above or near water in which other fall protection methods do not provide the appropriate protection.

1.8.7. Designated Persons

The Contractor shall provide Qualified and/or Competent Persons in accordance with EM 385-1-1, OSHA, ANSI, and where specified herein. All Qualified and Competent Persons shall be designated in writing and shall meet the requirements for the specific activity for which they are designated. Competent Persons identified in the Contractor’s Safety and Health Program and Government-accepted APP shall be onsite at all times when the work that presents the hazards associated with the competency is being performed. Certificates of Qualification/Competency shall be provided to the Contracting Officer or designated representative for review and provided as part of the applicable AHAs and appendices of the APP.

CONTRACT NO.:

1.8.8. Hazardous Material Exclusion

Notwithstanding any other hazardous material used in this contract, radioactive materials or instruments capable of producing ionizing/non-ionizing radiation (with the exception of radioactive material and devices used in accordance with EM 385-1-1 such as, nuclear density meters for compaction testing and laboratory equipment with radioactive sources) as well as materials which contain asbestos, mercury, polychlorinated biphenyls (PCBs), Diisocyanates, lead, lead-based paint (LBP), and hexavalent chromium, are prohibited. The Contracting Officer, upon written request by the Contractor, may consider exceptions to the use of any of the above excluded materials.

Low mercury lamps used within fluorescent lighting fixtures are allowed as an exception without further Contracting Officer or designated representative approval. Notify the Radiation Safety Officer (RSO), Safety Office, and the Contracting Officer or designated representative prior to excepted items of radioactive material and devices being brought on site.

1.8.9. Unforeseen Hazardous Materials

All known hazardous materials will be identified by the Government to the Contractor. If materials that may be hazardous to human health upon disturbance are encountered during the performance of contract work, that portion of the work shall be stopped, and the Contracting Officer or designated representative shall be immediately notified.

1.9. PROJECT/SITE CONDITIONS

1.9.1. Photos and Site Plan

Photos and figures have been provided to show existing conditions to the best knowledge of the Government. The photos and figures are intended to assist the Contractor in evaluating how to perform the work safely and in accordance with Paragraph 1.3.1.4 “Site Access and Work Plan”. The Contractor shall verify elevations and dimensions before laying out the work and notify the Government of any discrepancies prior to performing work.

The Contracting Officer or designated representative shall be notified of any discrepancies prior to commencing work.

1.9.2. Verification of Field Conditions

The Contractor shall verify all dimensions and conditions in the field and shall advise the Contracting Officer or designated representative of any discrepancy before performing any work. Prior to mobilization, the Contractor and the Contracting Officer or designated representative shall conduct a joint inspection of access routes to the construction site, work areas, and the construction site.

1.9.3. Work Areas

The Contractor shall ensure that his operations will not interfere with the operation of the project or the duties of project personnel. The Contractor and the Contractor’s employees shall be permitted inside of the Dam Control Tower Building to access power for the conductor rail and shall perform lockout/tagout for safety. The Contractor and the Contractor’s employees shall not be permitted inside the Resource Manager’s Office for any reason. Work areas shall be coordinated and agreed upon with the Contracting Officer or designated representative and the Resource Manager.

Transport of materials and equipment shall be the responsibility of the Contractor. The Contractor shall be fully responsible for determining the methods used to transport materials and equipment to and from the areas as well as the removal of waste materials from such spaces.

The proposed laydown area is shown in Figure 1 herein. Deviations from the proposed laydown and the approved work area will be coordinated and agreed upon with the Contracting Officer or designated representative.

1.9.4. Time of Performance

The Contractor shall notify the Points of Contact prior to start of work. The Contractor shall schedule work

CONTRACT NO.:

ISSUE DATE: June 2025 through the Contracting Officer or designated representative. The Contractor shall coordinate work with the Contracting Officer or designated representative at least 3 days before starting work. The Contractor shall confine all operations at the work site between the hours of 6:30 AM and 4:00 PM Eastern Standard Time (EST), Monday through Friday, unless otherwise approved by the Contracting Officer or designated representative. Work will not be permitted on weekends or Federal holidays unless otherwise approved. The following is a list of federal holidays:

New Year's Day January 1 Birthday of Martin Luther King, Jr. Third Monday in January Washington's Birthday Third Monday in February Memorial Day Last Monday in May Juneteenth National Independence Day June 19 Independence Day July 4 Labor Day First Monday in September Columbus Day Second Monday in October Veterans Day November 11 Thanksgiving Day Fourth Thursday in November Christmas Day December 25

1.9.5. Period of Performance

The Contractor shall complete all work within 365 calendar days after receipt of Notice to Proceed. After the contractor has mobilized and commenced construction the contractor shall continue construction daily without delays from one construction action to another in accordance with Section 1.9.4 herein and unless otherwise approved by The Contracting Officer or designated representative; the Contractor shall not pause construction for more than 1 business day outside of the requirements of Sections 1.9.4 herein unless otherwise approved by The Contracting Officer or designated representative.

1.9.6. Protection of Government Property

The Contractor shall protect all Government property during the performance of this contract. All damage to existing Government property as a result of the Contractors work shall be repaired or replaced to the satisfaction of the Contracting Officer. Any disturbance to vegetated areas, including but not limited to the Contractor laydown area, shall be repaired and revegetated at the conclusion of the work to the satisfaction of the Contracting Officer.

1.9.7. Protection of Personnel

The Contractor shall ensure that adequate measures are in place to protect workers, facility operation personnel and the public from injury due to the operations being performed. All protective measures shall be in accordance with EM 385-1-1.

1.9.8. Pre-work Conference

After approval of submittals and before commencement of hoist replacement, hold a Pre-work conference to review the following: Statement of Work and submittals related to the work, Safety requirements, and Proposed schedule.

Coordinate pre-work conference scheduling with the Contracting Officer or designated representative. The conference must be attended by the Contractor, the Contracting Officer's designated personnel, personnel directly responsible for hoist replacement and the Resource Manager and/or their designee(s).

CONTRACT NO.:

1.9.9. MEASUREMENT AND PAYMENT

1.9.9.1. JOB PAYMENT ITEMS

Payment items for the work of this contract for which contract job payments will be made are listed in the Item described below. All costs for items of work, which are not specifically mentioned to be included in a particular job item, shall be included in the listed job item most closely associated with the work involved. The job price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

1.9.9.1.1. Payment Item: 0001 Replacement of Shenango Hoist Crane, including removal and disposal of existing crane.

1.9.9.1.1.1. Payment for this item shall constitute full compensation for all labor, equipment, material, and supply costs for removal and disposal of existing hoist crane and installation of new contractor furnished Hoist Crane as specified.

1.9.9.1.1.2. Unit of Measure: Job

1.10. Equal Opportunity for Veterans

In addition to complying with the requirements outlined in FAR Part 22.13, FAR Provision 52.222-38, FAR Clause 52.222-35, FAR Clause 52.222-37, DFARS 222.13 and Department of Labor regulations, U.S. Army Corps of Engineers (USACE) contractors and subcontractors at all tiers are encouraged to promote the training and employment of U.S. veterans while performing under a USACE contract. While no set-aside, evaluation preference, or incentive applies to the solicitation or performance under the resultant contract, USACE contractors are encouraged to seek out highly qualified veterans to perform services under this contract. The following resources are available to assist USACE contractors in their outreach efforts:

• U.S. Department of Labor Veterans’ Employment and Training Service (VETS):

https://www.dol.gov/vets/

• Federal Veteran Employment Information: https://www.fedshirevets.gov/

• Veterans Opportunity to Work (VOW) Program: https://www.benefits.va.gov/vow/

• Hiring Our Heroes: https://www.uschamberfoundation.org/hiring-our-heroes

2. MATERIALS

2.1. PRODUCTS

2.1.1. Hoist Crane

The replacement hoist crane shall be a type D-Single Hook with Side Drive Trolley capable of providing lift operations of bulkheads for emergency gate closures or to cut off flow for gate maintenance and have the following profile:

2.1.1.1. Mechanical Requirements

2.1.1.1.1. Hoist Brakes

Hoist braking system shall be adjustable disc brake with a temperature-sensitive electrical interlock switch.

https://www.dol.gov/vets/ https://www.fedshirevets.gov/ https://www.benefits.va.gov/vow/ https://www.uschamberfoundation.org/hiring-our-heroes

CONTRACT NO.:

2.1.1.1.2. Lift Capabilities

The hoist crane shall be able to lift 20,000 pounds 50 feet with a variable speed motor capable of 10 feet per minute hoisting speed. Crane Cable shall be 9/16” (6X37) stainless steel/IWRC with a 4-part single reeving system.

2.1.1.1.3. Mounting

The hoist crane shall be mounted on a trolley capable of traversing the existing hoist crane track sized: W30 X 116

(10.5" FLANGE).

2.1.1.2. Electrical Requirements

All electrical equipment shall meet UL, NFPA, IEEE, IEC, and ANSI standards. The hoist crane shall operate with 208V, 3 Phase power and be compatible with the existing conductor rail for its electrical supply. Three (3) LED light fixtures shall be mounted to the trolley body, matching current positions, to provide necessary lighting.

Lights shall be controlled from radio pushbutton controller. The hoist shall have the following specifications:

2.1.1.2.1. Motors

• Hoist motor: 10HP, 1800 RPM; Class H, 30 Minute Duty; NEMA D.

• Travel motors: two (2) 1-1/2 HP motors, 1800 RPM; Class B, Continuous Duty; NEMA B with Brake.

o Capable of max travel speed of 90 feet per minute

• All motors shall be suitable for VFD control and labeled as such.

2.1.1.2.2. Controls

• Hoist shall be operated from a radio pushbutton controller that is rated for outdoor usage.

• Hoist motor shall be controlled with 10 HP Heavy duty Variable Frequency Drive.

• Travel motors shall be controlled with 1-1/2 HP Heavy duty Variable Frequency Drives.

• Hoist performance limits will be maintained with upper paddle and 2 element geared limit switches.

At a minimum, provide the following operator control and monitoring devices mounted on the front panel of the

VFD:

• “POWER ON” pilot light LED.

• “DRIVE RUN” power pilot light LED.

• Local display capable of including VFD status, frequency, motor RPM, phase current, fault diagnostic in descriptive text, and all programmed parameters.

Designed and constructed VFD to operate within the following service conditions:

• Ambient Temperature Rating: -32 to 120 degrees F.

• Non-condensing relative humidity rating: less than 95 percent.

• Ambient elevation rating: Not to exceed 3,300 feet.

2.1.1.3. Component Mounting

All hoist crane electrical components should be mounted on the trolley in such a manner that they are accessible for maintenance and repair.

2.1.1.4. Enclosure

Electrical components shall be inside a NEMA 4X rated Stainless steel enclosure.

CONTRACT NO.:

2.1.2. Operations and Maintenance Manual

The contractor shall provide a PDF copy and two (2) hard copies of the operations and maintenance (OM) manual for the installed crane to the Contracting Officer or their designated representative. The OM manual shall contain instructions on operating, troubleshooting, dismantling or assembling, and repairing the hoist crane. The manual shall provide schedules and instructions for preventative maintenance and a list of spare parts and resources necessary to keep the hoist in operational condition. The manual shall include a schematic and a complete wiring diagram and bill of material of the control panel.

2.2. FIELD SERVICE

The contractor shall provide all material, labor, supervision, and equipment to perform the following, in a professional, workmanlike manner per the following scope of work:

• Transport the new components to job site.

• Removal and disposal of one (1) existing hoist.

• Install one (1) new hoist.

• Make all structural, mechanical, and electrical connections.

• Start-up and performance testing of the hoist capabilities and controls and completing necessary adjustments.

2.3 ACCEPTANCE

Products shall be accepted upon demonstration of specifications listed in 2.1 herein to the Contracting Officer or designated representative. The contractor shall ensure the Contracting Officer or designated representative is capable of unassisted basic operation of the hoist crane, to include, at a minimum, raising and lowering a bulkhead and traversing the hoist crane track.

3. EXECUTION

3.1. Preconstruction Requirements

At least 2 weeks before replacement of the hoist crane begins, schedule a meeting with the Contracting Officer or designated representative to review at a minimum the specifications, Site Access and Work Plan, and sequence of work.

3.2. Hoist Crane Removal

Remove the existing hoist crane and all related assemblies and sub-assemblies which affix to the hoist crane trolley track and hoist crane conductor rail and dispose of them in accordance with all applicable laws.

3.3. Hoist Crane Installation

Install hoist crane and all necessary sub-assemblies and furnishings as described per manufacturer recommendation.

3.4. Testing

3.4.1. Crane Load Testing

For final acceptance of the hoist, the contractor after installation shall demonstrate that the hoist crane will be capable of lifting 125% nominal load and that the hoist can traverse the full operating range with said weight.

Hoist crane shall be rated to lift 20,000 pounds and shall demonstrate the ability to lift and hold 4625 pounds determined from the existing bulkhead weight of 3700 pounds. The hoist shall then be able to travel total length of I-beam along the bridge structure with the 125% nominal load. The contractor shall furnish all extra weight

CONTRACT NO.:

ISSUE DATE: June 2025 necessary to complete the load test and shall attach weight securely to bulkhead in such a way that all extra weight is added beneath the hoist hook. Testing procedure is described in ASME B30.11-2010 Monorails and Underhung Cranes pare 11-2.2.2.

3.4.2. VFD Performance Verification

VFD Performance Verification Test plan must provide the step-by-step procedure required to establish formal verification of the performance of the VFD. Compliance with the specification requirements must be verified by inspections, review of critical data, demonstrations, and tests. The Government reserves the right to witness all tests, review data, and request other such additional inspections and repeat tests as necessary to ensure that the system and provided services conform to the stated requirements. Inform the Government 14 calendar days prior to the date the test is to be conducted.

3.5. Defective Work

If any work and/or material does not meet the requirements of the contract documents, such work and/or material will be declared defective by the Contracting Officer or designated representative. Unless otherwise specified, repair, as directed, or remove and replace the defective work and/or material at no additional cost to the Government.

CONTRACT NO.:

Figure 1: Site Plan and Contractor Work Limits

CONTRACT NO.:

Figure 2: Existing Hoist Crane

CONTRACT NO.:

Figure 3: Hoist Crane Conductor Rail

CONTRACT NO.:

ISSUE DATE: June 2025

ABBREVIATED QUALITY CONTROL PLAN

Location: Location Project: Project Contractor Name: Contractor Name Contractor Address: Contractor Address

1. SIGNATURE SHEET.

This QUALITY CONTROL PLAN was

Prepared By:

Name Title of Preparer

Approved By:

Name President/Owner

2. BACKGROUND INFORMATION

Contractor:

Street Address:

City, State Zip:

Contract Number W911WN-##-#-####

Project Name: Enter Name of Project

Project Description: Enter description of work

3. Organization Name of the (QCSM) Person will perform the duties and responsibilities of the Quality Control System Manager (QCSM) for this contract.

It is acknowledged that Name of the (QCSM) Person shall conduct 3-phase inspections for all the definable features of work.

The Name of the (QCSM) Person and the Quality Control staff reports to the project manager or someone higher (President or Owner of the Company) in the organization. List the name of the Individual that CQC reports too.

The Project Superintendent is Name the Superintendent. (if specs permit, the Superintendent may be the QCSM)

4. Personnel and Assignments Name of the (QCSM) Person Name of the (QCSM) Person and name the staff all work for the Name of the Contractor.

Provide the qualification of QCSM and any staff in a Resume format.

Name of the (QCSM) Person has the authority to stop work which is not in compliance with the contract. (See copy of letter) In addition to the above experience and/or education requirements the CQC System Manager must have completed the course entitled "Construction Quality Management for Contractors". This course is periodically

CONTRACT NO.:

ISSUE DATE: June 2025 offered by the Pittsburgh District and sponsored by the Contractors Association of Western Pennsylvania.

Completion of the course offered by other Corps of Engineers Districts will be accepted upon presentation of a valid certificate. Submit a copy of the Certificate.

Name of Superintendent

The Major definable features of work for this contract List the Major definable features of work for this contract.

Also list any test that may be required to be performed for each definable feature of work.

A definable feature of work is a task which is separate and distinct from other tasks, has separate control requirements, and may be identified by different trades or disciplines, or it may be work by the same trade in a different environment. Although each section of the specifications may generally be considered as a definable feature of work, there are frequently more than one definable feature under a particular section. This list will be agreed upon during the coordination meeting.

5. 3-Phase Control Inspections The Contractor Quality Control System Manager (CQC-SM) Name of the (QCSM) Person, will conduct a minimum of three phases of control for each definable feature of work to ensure that the construction, including sub-contractors and suppliers complies with the requirements of the contract. The three phases of control are:

Preparatory Phase Initial Phase Follow Up Phase

Three Phase Control Inspections will be tracked by the CQC-SM on the Three Phase Inspection Checklist included in the Attachments Section of this Plan.

Preparatory Phase Inspection After all required plans, documents and materials are approved and before work begins on each definable feature of work, a Preparatory Phase Inspection will be performed. The CQC-SM will conduct a meeting attended by the Contracting Officer, project superintendent, other QC personnel (as applicable), subcontractors, and the foreman responsible for the definable feature. The results of the preparatory phase actions will be documented by separate minutes prepared by the CQC-SM and attached to the Daily QC Report. The superintendent and/or foreman responsible for the work will instruct applicable workers as to the acceptable level of workmanship required in order to meet contract specifications.

The CQC-SM will prepare a Preparatory Inspection Checklist (see sample in Attachments Section of this plan) and submit it for approval to the Contracting Officer or designated representative before any Preparatory Inspection Meetings. At least 48-hour notice will be provided to the government for all Preparatory Inspection Meetings.

Items covered-at- Preparatory Inspection Meetings will-be-as follows, - - A review of each paragraph of applicable Specifications.

A review of the Contract Drawings.

A check to ensure that all materials and/or equipment have been tested; submitted and approved.

A review of provisions that have been made to provide required control inspection and testing.

An examination of the work area to assure that all required preliminary work has been completed and is in compliance with the contract.

A physical examination of required materials, equipment, and sample work to verify that all items are on hand, are properly stored and conform to the approved submittals.

A review of the appropriate Activity Hazard Analysis (AHA) to assure safety requirement is met.

A discussion of procedures for controlling quality of the work including repetitive deficiencies. Document construction tolerances and workmanship standards.

Initial Phase Inspection At the beginning of a definable feature of work, Initial Phase Inspections will be performed by the QC Personnel

CONTRACT NO.:

ISSUE DATE: June 2025 assigned to the work. Initial Phase Inspections will be repeated for each new crew to work on site, or any time acceptable specified quality standards are not being met.

The Contracting Officer or designated representative will be notified by the CQC-SM at least 48 hours in advance of beginning the Initial Phase Inspection. The CQC-SM will prepare an Initial Inspection Checklist (see sample in Attachments Section of this plan) to document the inspection and attach it to the Daily QC Report. The exact location of the Initial Inspection will be indicated for future reference and comparison with Follow-Up Inspections.

Items covered at Initial Phase Inspections will be as follows.

A check of work to ensure that it is in full compliance with contract requirements. Review minutes of the preparatory meeting.

A verification of the adequacy of controls to ensure full contract compliance. Verify required control inspection and testing.

Establish the level of workmanship and verify that it meets minimum acceptable workmanship standards. Compare with required samples as appropriate.

Resolve all differences.

Check safety to include compliance with and upgrading of the Safety Plan and Activity Hazard Analysis (AHA).

Review the AHA with each worker.

Follow-up-Phase Inspection – Daily checks will be performed to assure control activities, including control testing are providing continued compliance with contract requirements until completion of the particular Feature of Work.

Those daily checks shall be documented on the Contractor's Daily Quality Control Report. Control testing reports shall be attached to the Daily Quality Control Report.

Final Follow-Up Inspections will be conducted, and all deficiencies corrected prior to the start of additional features of work that may be affected by the deficient work. All deficiencies will be addressed before follow-on work is initiated.

6. Completion Inspections Punch-Out Inspection Near the completion of all work or any increment thereof established in the contract, the Contractor Quality Control System Manager (CQC-SM) will conduct an inspection of the work and develop a punch list of items which do not conform to the approved drawings and specifications. The punch list of deficiencies will be provided to the Project Superintendent for corrections. The CQC-SM will make a second inspection to ensure that all deficiencies have been addressed. Once this is accomplished, the CQC-SM will notify the Contracting Officer or designated representative that the work is ready for the Government

Pre-Final Inspection.

The government will perform this inspection to verify that the work is complete. A Government Pre-Final Punch List may be developed as a result of this inspection. The CQC-SM will ensure that items on this list have been corrected before notifying the Contracting Officer or designated representative that the work is ready for Final Inspection.

Final Acceptance Inspection The CQC-SM will provide 14 - days’ notice to the Contracting Officer or designated representative that the work is ready for Final Inspection. The Contracting Officer or designated representative will schedule the Final Inspection.

The CQCSM, the Project Superintendent and the Contracting Officer or designated representative will be in attendance.

7. Deficiency Tracking Procedures

CONTRACT NO.:

ISSUE DATE: June 2025

The CQC-SM will review inspections and tests conducted either by Name of the Contractor or subcontractors-for compliance with the contract-documents. Corrective-actions to repair unsatisfactory items will be monitored and documented using the following procedures.

a. Discrepancies in Contract Documents The following procedures will be followed as soon as subcontractors, vendors or field personnel discover discrepancies in the contract documents or field layout.

CQC-SM will prepare a Request for Information (RFI) and submit it to the Contracting Officer or designated representative for review and comment.

All RFls and government responses will be submitted and tracked electronically in the RMS Administration Module.

b. Deficiencies in Workmanship All Quality Control Representatives will report deficiencies in the work they are inspecting to the CQC-SM immediately for corrective action. The CQC-SM will report to the Contracting Officer or designated representative immediately upon receiving reports from his field staff.

c. Tracking The QCS/RMS system will be used to track deficiencies. Deficiencies identified by the QC staff will be numerically tracked using QC punch list items. QCS will be used to maintain a current log of all QC punch list items. The Contracting Officer or designated representative will track deficiencies they have identified using its QA punch list item log. The CQC-SM will regularly update the correction status of QC punch list items.

8. Daily Quality Control Reports A Daily Quality Control Report will be prepared at the end of each shift, detailing activities performed on that particular day. At a minimum, this report will contain the following information.

• Date & Shift

• Description & Location of Work

• Weather (including delay time, if applicable)

• Subcontractors on Site

• Work Performed…

This is the start of the file's text. The full file is on GovTribe.

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