Attachment 1-Statement of Work-Abrasive Clean and Rivet Removal.docx
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- Attached to
- Abrasive Cleaning and Rivet Removal of Bridge Panels, Centers, and Various Parts for the Anniston Army Depot
- Solicitation number
- W911KF-22-R-0278
About this file
This statement of work outlines requirements for abrasive cleaning and rivet removal services. The Anniston Army Depot requires abrasive cleaning of heavy bridge panels, ramps, and various parts for MLC 70 and MLC 60 Armored Bridge Launching Vehicles. This includes picking up, abrasively cleaning using approved media to remove paint and corrosion, and returning bridge panels weighing up to 7,000 pounds, ramp sections weighing up to 4,500 pounds, and center sections weighing up to 2,500 pounds. The statement of work also requires rivet removal from eight bridge sections per bridge, including two male and female ramp panels and center panels. The contractor must provide safety and environmental plans, certify personnel and equipment, and report manpower data. The performance period is three working days for abrasive cleaning and panel return. This supports the MLC60 to MLC115 Heavy Assault Scissoring Bridge conversion at the Anniston Army Depot.
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STATEMENT OF WORK
ABRASIVE CLEAN HEAVY BRIDGE PANELS, RAMPS AND VARIOUS PARTS
AND REMOVE RIVETS FROM BRIDGE PANELS
1.0 OBJECTIVE: Anniston Army Depot (ANAD) has a requirement for the Rivet Removal for disassembly of the HASB Conversion MLC60 to MLC 115. This Statement of Work (SOW) defines the effort required for the Rivet Removal for disassembly of Bridge sections required for the replacement of bridge parts used in the conversion process. This is for use in converting Military Load Class (MLC) 60 Bridges into MLC 115 Heavy Assault Scissoring Bridge. The Rivet removal process will assist the depot to streamline its work efforts and shorting lead time for various operations. Anniston Army Depot will provide the assets required and information of the Rivets needing removed. There will be a total of 8 bridge section requiring rivet removal per bridge. (2 male ramp panels, 2 female ramp panels, 2 male center panels, 2 female center panels) Upon completion of the Rivet removal process bridge section will be returned to Anniston Army Depot for completion of the overhaul process.
ANAD also has a requirement for the abrasive cleaning of Heavy Bridge Panels and Ramps for the MLC 70 and MLC 60 Armored Bridge Launching Vehicle and various parts.
· The bridge panels for the MLC 70 are 33 feet long, 36 inches wide and weigh approximately 7,000 pounds with four (4) bridge panels per bridge.
· The bridge panels for the MLC 60 are 23 feet long, 36 inches wide and weigh approximately 4,500 pounds with four (4) ramps sections per bridge. The center sections of the MLC 60 are 10 feet long and 36 inches wide and weigh approximately 2,500 pounds with four (4) center sections per bridge.
2.0 SCOPE OF WORK: As an independent contractor and not as an agent of the Government, the contractor shall provide all labor, facilities, tools, supplies, vehicles, and equipment necessary for the transport, abrasive cleaning of panels and various parts and rivet removal for disassembly of Bride sections as provided by ANAD in accordance with the specifications and standards cited herein. The contractor shall be responsible for providing all transportation to and from ANAD, or other designated location. The Contractor shall not proceed with any verbal or written change(s) to the scope of work from sources other than the Contracting Officer, who will provide changes in writing.
2.1. Panels: The process to pick up, perform abrasive cleaning, and return bridge panels shall be completed within three (3) working days with the day of pickup counting as the first day.
2.1.1 The contractor shall pick up all bridge panels from Lot 101 Anniston Army Depot.
2.1.2 The contractor shall conduct abrasive cleaning of panels by a forceful application of abrasive particular media against the surface of the material to remove paint, corrosion, scale, carbon coating, dry soils, foreign residue, and to condition the surface for subsequent finishing.
2.1.2.1 Types of media required may include: walnut hull or approved plastic media that provides the same type cleaning as Walnut hull. The abrasive media used for each part shall be as specified by the applicable specifications and standards cited herein.
2.1.2.2 Sections or areas of a part that are not to be abrasive blasted shall be masked off or protected from abrasive deposits and physical damage by the contractor. This includes, but is not limited to, threaded holes, blind holes and machined surfaces.
2.1.2.3 Upon completion of the process, the contractor shall ensure that parts and panels are free of warpage, distortion, and excessive material removal and that they are free of dust, silt, powder, and any other contamination.
2.1.3 Once work is complete, the contractor shall return all bridge panels to Lot 101 Anniston Army Depot unless otherwise specified by the Government.
2.2. Various Parts: The process to pick up, perform abrasive cleaning, and return parts to ANAD shall be completed within three (3) working days with the day of pickup counting as the first day.
2.2.1 The contractor shall pick up parts at building 129.
2.2.2 The Government will determine what parts are to be cleaned on an as needed basis and the parts will be identified in a government provided spreadsheet.
2.2.3 The contractor shall conduct abrasive cleaning by a forceful application of abrasive particular media against the surface of the material to remove paint, corrosion, scale, carbon coating, dry soils, foreign residue, and to condition the surface for subsequent finishing.
2.2.4 Once work is complete, the contractor shall return the parts to building 129 unless otherwise specified by the Government.
2.3: Rivet Removal: The rivet removal will take place during the abrasive clean process. There will be a total of 8 bridge section requiring rivet removal per bridge. (2 male ramp panels, 2 female ramp panels, 2 male center panels, 2 female center panels)
2.4. The contractor shall provide a safety plan in compliance with applicable State and Federal safety and environmental laws, regulations, and guidelines. The Government will review of the Safety Plan, which is solely for the benefit of the Government to ensure that the contractor is capable of performing the work made subject of this solicitation and does not relieve the contractor from responsibility for compliance with all applicable State and Federal safety and environmental laws, regulations, and guidelines, or the requirements of the specifications and standards cited herein.
2.4.1. Environmental requirements. The contractor shall comply with all applicable federal, state and local statutes and laws, including but not limited to Clean Air Act (CAA), Clean Water Act (CWA), Emergency, Planning & Community Right to Know Act (EPCRA), Endangered Species Act, Federal Insecticide, Fungicide and Rodenticide Act (FIFRA), Oil Pollution Act of 1990 (OPA), Pollution Prevention Act (PPA), Recourse Conservation and Recovery Act (RCRA), Safe Drinking Water Act (SDWA), Comprehensive Environmental Response, Compensation and Liability Act (CERCLA or Superfund), Superfund Amendments and Reauthorization Act (SARA), and Toxic Substance control Act (TSCA).
2.4.2. The contractor shall be responsible for preparing and submitting to the appropriate regulatory agency all required permit applications and obtaining all required approvals from the appropriate regulatory agency prior to conducting any work at its locations subject to regulatory permitting and approval.
2.4.3. When conducting operations at ANAD, the Contractor shall also adhere to the ANAD RED BOOK (Environmental guidance and Emergency Response) also ANAD Green book (Storm water Best Management Monitoring Plan).
2.4.4. The Contractor shall be responsible for managing and disposing of its hazardous materials, and solid and hazardous wastes in accordance with all applicable federal, state and local requirements generated as a result of work performed under this SOW.
2.4.5. The contractor shall be responsible for paying all fines and penalties assessed by any regulatory agency for non-compliance with environmental requirements in the performance of work under this SOW, and shall not seek reimbursement from the Government for such cost. The contractor shall also be responsible for paying for costs associated with environmental cleanup resulting from its operations in the performance of work under this SOW and shall not seek reimbursement for this cost.
2.4.6. Should operations conducted by the contractor and ANAD result in environmental damage and/or non-compliance with ANAD’s permits or other environmental requirements, the contractor shall pay to ANAD actual costs for environmental cleanup and/or fines and penalties resulting from the environmental damage or non-compliance.
2.5. The contractor shall ensure any certifications of personnel, equipment, processes, or materials required by the specifications and standards cited herein are obtained and evidence of such certifications is available to ANAD upon request.
2.6. GOVERNMENT-FURNISHED PROPERTY (GFP): The government will provide all Bridge Panels and Ramps for Abrasive Cleaning. An outside area at ANAD (within the Nichols Industrial Complex of ANAD) will be provided for pick-up and unloading of the Bridge Panels and Ramps. ANAD government or designated representative will load and unload Bridge Panels and Ramps on Contractor provided Truck.
2.6. The contractor will be responsible for submitting the following deliverables:
· DD Form 1149 – Record of transportation to and from ANAD to document all parts and panels leaving ANAD with each shipment
· Quality Assurance Plan - 10 CALENDAR DAYS AFTER DATE OF CONTRACT AWARD
· Process check sheet for approval - WITH EACH DELIVERY
· Site Specific Safety Plan - 10 CALENDAR DAYS AFTER DATE OF CONTRACT AWARD
· Certification of equipment American National Standard Institute (ANS I) - 10 CALENDAR DAYS AFTER DATE OF CONTRACT AWARD
3.0 REFERENCED DOCUMENTS:
The appendices of this document contain supporting documents (military standards, specifications, engineered drawings, technical bulletins, etc.) for the performance of this contract. ANAD personnel before acceptance will inspect abrasive cleaning and painted parts and panels. Inspection criteria will be based on the information contained within this document and its appendices.
Appendix 1 Process control abrasive cleaning DPCP 21 Appendix 2 DD form 1149 1261C Appendix 3 Environmental, health and Safety Appendix 4 TB- Med 507, p.12 --- reference sec., p.12, ASTMB55690 Occupational and Environmental Health Appendix 5 MLC 70, NSN 5420-01-420-1684, bridge panels
4.0 CONTRACTOR MANPOWER REPORTING
The Office of the Assistant Secretary of the Army (Manpower & Reserve Affairs) operates and maintains a secure Army data collection site where the contractor will report ALL contractor manpower (including subcontractor manpower) required for performance of this contract. The contractor is required to completely fill in all the information in the format using the following web address: https://cmra.army.mil. The required information includes:
(1) Contracting Office, Contracting Officer, Contracting Officer's Technical Representative;
(2) Contract number, including task and delivery order number;
(3) Beginning and ending dates covered by reporting period;
(4) Contractor name, address, phone number, e-mail address, identity of contractor employee entering data;
(5) Estimated direct labor hours (including sub-contractors);
(6) Estimated direct labor dollars paid this reporting period (including sub- contractors);
(7) Total payments (including sub-contractors);
(8) Predominant Federal Service Code (FSC) reflecting services provided by contractor (and separate predominant FSC for each sub-contractor if different);
(9) Estimated data collection cost;
(10) Organizational title associated with the Unit Identification Code (UIC) for the Army Requiring Activity (the Army Requiring Activity is responsible for providing the contractor with its UIC for the purposes of reporting this information);
(11) Locations where contractor and sub-contractors perform the work (specified by zip code in the United States and nearest city, country, when in an overseas location, using standardized nomenclature provided on website);
(12) Presence of deployment or contingency contract language; and
(13) Number of contractor, and sub-contractor employees deployed in theater this reporting period (by country).
As part of its submission, the contractor will also provide the estimated total cost (if any) incurred to comply with this reporting requirement. Reporting period will be the period of performance not to exceed 12 months ending September 30 of each government fiscal year and must be reported by 31 October of each calendar year. Contractors may use a direct XML data transfer to the database server or fill in the fields on the website. The XML direct transfer is a format for transferring files from a contractor's systems to the secure web site without the need for separate data entries for each required data element at the web site. The specific formats for the XML direct transfer may be downloaded from the web site.
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