C.M. Harden tower painting SOW 2023.pdf

C.M. Harden Paint Service Bridge

Request for Quote

Paint Control Tower Service Bridge located at C.M. Harden Lake in Parke County, Indiana.

Note: The work under this request for quote is 100% set aside for small business award. Large businesses are not eligible for award.

All inquiries and correspondence concerning this job shall be directed to the following.

John Chassey , Manager U.S. Army Corps of Engineers C.M. Harden Lake 3391 S. Dam RD Rockville, Indiana 47872-9726 Phone: Telephone: (765)344-1570/1638 Fax: FAX: (765)344-1477 Email: John.K.Chassey@usace.army.mil

This package contains the following:

Scope of work Technical Specifications Special requirements Payment procedure Quote due date Contract completion date Quote sheet DUNS Number and SAM instructions Tests, Contract Drawings, and Pictures Department of Labor Wage Determination

Note: The Items awarded under this contract are dependent upon available funding and will be performed at the discretion of the Government. The Government reserves the right to perform all, part, or none of the work listed below. Draft drawings are available for this project (see attached). Each bidding contractor is urged to visit the job site to assess actual quantities, critical dimensions, and work conditions. Appointments to look at the work site shall be coordinated with the above referenced POC.

Scope of Work

Line Item 0001

Contractor will furnish all materials, labor, and equipment to prepare the surface of approximately 1633 SF of bridge support steel.

a. Contractor will prepare the surfaces in accordance with the Steel Structures Painting Council (SSPC) and the paint manufactures recommendations.

Notes:

1. The work will be elevated over the dam as well as water.

2. Maintenance personnel must have access to the control tower at all times.

Line Item 0002 Contractor will furnish all materials, labor, and equipment to prime and paint approximately 1633SF of bridge support steel.

a. Contractor will prime surfaces according to TECHINICAL SPECIFICATION 2.9 Division 09 – Finishes for painting specifications and paint manufacturer’s recommendations.

b. Contractor will paint surfaces according to TECHINICAL SPECIFICATION 2.9 Division 09 – Finishes for painting specifications and paint manufacturer’s recommendations.

Notes:

1. See TECHINICAL SPECIFICATION 2.9 Division 09 – Finishes for painting specifications.

2. Contractor will provide the Government SDSs for all materials proposed for use on site.

3. Maintenance personnel must have access to the control tower at all times.

Line Item 003

Contractor will dispose of all sand blasting materials and waste from the structure. All blasting materials and waste will be collected.

Contractor Responsibilities:

Contractors’ work and responsibility shall include all planning, administration, supervision, communications, and inspections necessary to assure that all services are conducted in accordance with the contract requirements and all applicable Federal, State, and Local laws and regulations. All services will be completed as scheduled with the Park Manager or his representative. It is the contractor’s responsibility to take measurements and calculate/estimate the dimensions of the work site in preparation of their bid. It is the contractor’s responsibility to make note of existing utility service lines, nearby equipment and machinery, provision and safe utilization of suspended work platforms, etc., and to minimize the effect of overspray. The contractor will be responsible for traffic control and posting of warning signs, traffic cones, etc. and to secure the site overnight or during non-work periods. All work will be completed to the Construction Representative, Park Manager and/or his representative's, satisfaction at the date of final inspection. Work will not be permitted on weekends and holidays unless approved by the Park Manager or his representative, and will be accomplished during daylight hours. Contractor employees will wear appropriate Personal Protective Equipment including but not limited to hard hats, facemasks, fall protection, and steel toed footwear. Grit from sandblasting operations and overspray from painting operations are to be contained and properly disposed of. All work will follow applicable local, state and federal codes and regulations as well as US Army Corps of Engineers Safety and Health Requirements Manual EM 385-1-1 dated 30 November 2014. Contractor will have to provide a BIL board to post at job site , details have been attached

TECHNICAL SPECIFICATIONS

1.0 General. The Contractor shall furnish all labor, equipment, and materials to perform all operations necessary to paint the Control Tower bridge as indicated on the drawings and as specified herein.

2.0 Applicable Publications. The following publications of the issues listed below, but referred to thereafter by basic designation only, form a part of this specification to the extent indicated by the references thereto or as required.

2.1 Steel Structures Painting Council (SSPC)

a. SSPC-SP-1 Solvent Cleaning

b. SSPC-SP-5 Near White Metal Blast Cleaning

c. SSPC Guide 6 Guide For Containing Surface Preparation Debris Generated During Paint Removal

Operations And Environmental Controls (Ventilation)

2.2 National Fire Protection Association

a. NFPA 701 Stand Methods of Fire Tests for Flame Propagation of Textiles and Films

2.3 EM 385-1-1 Department of the Army U.S. Army Corps of Engineers

2.4 EPA 40 CFR Subpart A, C, D, & I

2.5 Division 09 – Finishes Section 09 97 02 Painting: Hydraulic Structures

PAINT SYSTEMS APPLICATION

Surface Preparation The method of surface preparation and pretreatment shown in the tabulation of paint systems is for identification purposes only. Cleaning and pretreatment of surfaces prior to painting shall be accomplished in accordance with detailed requirements described in the SSPC.

System No. 21-A-Z The epoxy zinc-rich paint 19B (Formula 159) shall be applied in two singles half-lapped spray coats to an average dry film thickness of a minimum of 4 mils, and a thickness at any point of not less than 2.5 mils or greater than 8 mils. After a drying period of not less than 6 hours nor more than 96 hours, at least two coats of epoxy polyamide paint shall be applied to produce an average dry film thickness totaling 12 mils. If the epoxy zinc-rich paint has been permitted to cure for longer than 96 hours, it shall be abraded and recoated with an additional thin tack coat of the zinc-rich paint, which in turn shall be overcoated within 96 hours with the first coat of the epoxy polyamide paint. When applying MIL-DTL-24441, the type of thinner, amount of thinning, and required induction time shall be as recommended by the manufacturer. The drying time between non-zinc coats shall not be less than 12 hours nor more than 96 hours. Because the bridge will be exposed to normal atmospheric weathering, two coats of polyurethane meeting SSPC Paint No. 36, Level 3 or MIL-PRF-85285, Type II, shall be applied over the final coat of the epoxy system. The polyurethane shall be applied in the number of coats and at the dry film thickness recommended by the manufacturer.

Protection of Nonpainted Items and Cleanup Walls, equipment, fixtures and all other items in the vicinity of the surfaces being painted shall be maintained free from damage by paint or painting activities. Paint spillage and painting activity damage shall be promptly repaired.

INSPECTION

The Contractor shall inspect, document, and report all work phases and operations on a daily basis. As a minimum the daily report shall contain the following:

a. Inspections performed, including the area of the structure involved and the results of the inspection.

b. Surface preparation operations performed, including the area of the structure involved, the mode of preparation, the kinds of solvent, abrasive, or power tools employed, and whether contract requirements were met.

c. Thinning operations performed, including thinners used, batch numbers, and thinner/paint volume ratios.

d. Application operations performed, including the area of the structure involved, mode of application employed, ambient temperature, substrate temperature, dew point, relative humidity, type of paint with batch numbers, elapsed time between surface preparation and application, elapsed time for recoat, condition of underlying coat, number of coats applied, and if specified, measured dry film thickness or spreading rate of each new coating.

ASTM D 7091 (2005) Standard Practice for Nondestructive Measurement of Dry Film Thickness of Nonmagnetic Coatings Applied to Ferrous Metals and Nonmagnetic, Nondestructive Coatings Applied to Non-Ferrous Metals U.S. GENERAL SERVICES ADMINISTRATION (GSA) FED-STD-595 (Rev B; Am 1) Colors Used in Government Procurement. Federal, Military, Commercial Item Description, and SSPC: The Society for Protective Coatings specification paints are those formulated to meet federal, military, government and industry specifications.

PAINT PACKAGING, DELIVERY, AND STORAGE:

Paints shall be processed and packaged to ensure that within a period of one year from date of manufacture, they will not gel, liver, or thicken deleteriously, or form gas in the closed container. Paints, unless otherwise specified or permitted, shall be packaged in standard containers not larger than 5 gallons, with removable friction or lug-type covers. Containers for vinyl-type paints shall be lined with a coating resistant to solvents in the formulations and capable of effectively isolating the paint from contact with the metal container. Each container of paint or separately packaged component thereof shall be labeled to indicate the purchaser's order number, date of manufacture, manufacturer's batch number, quantity, color, component identification and designated name, and formula or specification number of the paint together with special labeling instructions, when specified. Paint shall be delivered to the job in unbroken containers. Paints that can be harmed by exposure to cold weather shall be stored in ventilated, heated shelters. All paints shall be stored under cover from the elements and in locations free from sparks and flames.

PAINTING SCHEDULES

1st COAT: MIL-DTL-24441/19B (Formula 159), Type III 2nd COAT: MIL-DTL-24441/19B, (Formula 159), Type III 3rd COAT: MIL-DTL-24441/22A, (Formula 152), Type III (White) 4th COAT: MIL-DTL-24441/27A, Type III (Formula 157), (Gray) 5th COAT: As needed to obtain thickness, MIL-DTL-24441/27A, (Formula 157), Type III (Gray) 6th COAT: MIL-PRF-85285, Type II, Polyurethane or SSPC Paint No. 36, Level 3

Product Delivery, Storage, and Handling:

1. All material is to be delivered to the work site in original factory packaging to avoid damage to the finish.

2. Upon delivery to the work site, all components shall be protected from the elements by a shelter or other coverings

3.1 Contract Drawings. The work shall conform to the following contract drawings, which forms a part of these specifications and is available in the Office of the District Engineer, U.S. Army Engineer District, Louisville, Corps of Engineers, P.O. Box 59, OP-TO, Louisville, Kentucky 40201-0059.

DRAWING NO. TITLE

RC12.2-24 INDEX TO DRAWINGS

RC12.2-25 PLAN AND PROFILE

4.0 Quality Assurance.

4.1 Workmanship. Workmanship shall be of the highest grade and in accordance with the best modern practices to conform to specifications for the item of work being furnished.

4.2 Quality Control. The Contractor shall establish and maintain a quality control system to assure compliance with the contract requirements and shall submit records of all quality control operations covered for each item covered by these specifications. The system shall designate one person as a quality control inspector. Quality control inspector shall inspect each component throughout fabrication as well as completed assembly to ensure all critical tolerances are maintained and the unit will operates as intended.

5.0 Submittals.

The contractor shall supply the Technical POC (TPOC) with the following prior to the start of work:

Accident Prevention Plan (APP) Scaffolding Plan Control of Hazardous Energy Plan (LO/TO) Environmental Protection Plan (EPP) Fall Protection Plan Activity Hazard Analysis (AHA) Spill Control Plan Air Pollution Control Plan Contaminant Prevention Plan Traffic Control Plan

6.0 Materials. Materials shall be “new and unused”, conform to the respective specifications, and other designated requirements.

7.0 Structure Summary

MAIN SPAN MATERIAL STEEL NO. OF MAIN SPANS 4

MAIN SPAN TYPE STRINGER/MULTI-BEAM OR GIRDER NO. OF APPR. SPANS 0

# OF BEAMS, MAIN SPAN 2 STRUCT.TOTAL LENGTH AMNDT 001 167.8 FT AMNDT

DECK TYPE CONCRETE CAST-IN-PLACE MAX. SPAN LENGTH FT

WEARING SURFACE MONOLITHIC CONCRETE DECK WIDTH 8.5 FT

ABUT. FOUNDATION(S) UNKNOWN/OTHER CURB TO CURB WIDTH 7.0 FT

PIER FOUNDATION(S) UNKNOWN YEAR BUILT 1960

ABUTMENT/PIER MAT’L CONCRETE YEAR RECONSTRUCTED N/A

PROJ./PLAN REF. NO / NONE SKEW ANGLE 0°

NPS ROAD CLASS RESTRICTED

STRUCTURE HISTORY

8.0 Location

CORPS OF ENGINEERS, LOUISVILLE DISTRICE

MILE POINT 0.00

STATE INDIANA

LOCATION ROCKVILLE, INDIANA

FACILITY CARRIED SERVICE BRIDGE TO CONTROL TOWER

FEATURE INTERSECTED C.M. HARDEN LAKE

Special Requirements:

1. All contractors will supply Federal Tax ID, DUNS number and be registered in System for Award Management (SAM) before this contract will be awarded. Some instructions for obtaining a DUNS number and registration with SAM are at the end of this document.

2. Pre-Work Conference: The contractor will be required to attend a pre-work conference prior to beginning work during which the Contractor’s plan of work, safety procedures, start date and other items in this contract will be discussed.

3. Damages: All instances where Government materials, supplies, property, and/or equipment are damaged shall be reported immediately to the TPOC. When the damage was caused by contract employees, a written report of the incident and extent of such damage shall be submitted to the TPOC, within 2 work days (less weekends and holidays) of occurrence. For property damage accidents of $2,000 or more the Contractor will complete and submit to the TPOC a copy of ENG 3394.

4. Normal Working Hours. Normal working hours, except as otherwise specified herein, shall be Monday through Friday, 7:00 a.m. to 3:30 p.m. Central Standard Time. Work inside Government buildings or other secured areas shall be performed during the above referenced work hours. Work that interferes with other ongoing functions at the project shall be scheduled around normal working hours, as specified by the TPOC. Refer to individual sections of this specification for specific schedules of work.

Holiday Work. The ten Federal holidays observed are:

New Year's Day (January 1st) Martin Luther King Day (3rd Monday in January) President's Day (3rd Monday in February) Memorial Day (Last Monday in May) Independence Day (July 4th) Labor Day (1st Monday in September) Columbus Day (2nd Monday in October) Veterans Day (November 11th) Thanksgiving Day (4th Thursday in November) Christmas Day (December 25th)

When one of the above designated holidays falls on a Sunday, the following Monday is observed as a legal holiday. When a legal holiday falls on a Saturday, the preceding Friday is observed as a holiday. Work shall be scheduled around the above listed Federal holidays except as specified herein or as approved by the TPOC.

5. Inclement Weather Work. The Contractor shall maintain the schedule of services regardless of inclement weather.

Exceptions may be approved by the TPOC when severe conditions make it impractical or dangerous to perform the work.

6. Safety Requirements:

a. General. Performance of all services shall assure complete safety to public visitors, Contractor employees, and all other persons in the area. The Contractor shall comply with any pertinent requirements contained in the Corps of Engineers Safety Manual (EM 385-1-1), current at the time of award and any subsequent revisions to that document. Furthermore, the Contractor shall comply with pertinent occupational safety and health standards for general industry (29 CFR Part 1910) and construction (29 CFR Part 1926) as required by the Occupational Safety and Health Administration (OSHA). If the Contractor fails or refuses to promptly comply with safety and security requirements as specified herein, the TPOC or any other project employee may stop all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to any such work stoppage shall be made subject to any claims for extension of time or for excess costs or damages sustained by the Contractor. Also, the Contractor will not be paid for work not performed as a result of the stop order.

b. The Contractor shall comply with the Occupational Safety and Health Act (OSHA), the Corps of Engineers Manual, EM 385-1-1, https://www.publications.usace.army.mil/Portals/76/Publications/EngineerManuals/EM_385-1-1.pdf or latest version and as otherwise stated herein. Special attention shall be given to the requirements for safety meetings.

c. Accident Prevention Plan (APP). The Contractor shall prepare an Accident Prevention Plan to assure that requirements of the safety program are provided as specified. This plan must be accepted by the Contracting Officer prior to commencement of any work. One copy of the Accident Prevention Plan shall be provided to the Contracting Officer and the TPOC one week prior to the pre-work conference. The Accident Prevention Plan must be in the outline and form prescribed in Appendix A of EM 385-1-1.

d. Activity Hazard Analysis (AHA). The Contractor shall use Activity Hazard Analyses (AHA’s) as one of many tools to insure safe performance of work. It is the Contractor’s responsibility to prepare the AHA. Sample AHA’s may be available at the project office for review and use by the Contractor to assist in the development of site specific Activity Hazard Analyses prior to the Contractor performing the job. The Contractor is encouraged to revise or add to these sample AHA’s as necessary to address changing conditions. Prior to performing jobs with inherent hazards, the Contractor shall review, at a “Tool Box” safety meeting, the approved AHA’s with those employees who shall perform that work each time the work is ordered. The Government may request advanced notification of the time and date of the above AHA Tool Box safety meeting for Contractor employees so that the Government may attend such reviews. AHAs to be generated need to be provided on LRL Form 1159 or provide all of the equivalent information.

e. Emergency Contacts. A prioritized list, including phone numbers, of those persons (normally Contractor Representatives) to call in case of emergencies.

7. Wage Rates: Department of Labor wage rates apply to this work and are included. The contractor is required to provide payroll documents for all work performed under this contract.

8. Debris Removal: The contractor will remove all demolition debris and left over construction debris to a site licensed to receive/recycle construction debris. The contractor is responsible for any waste disposal and any permits and fees associated with disposal.

9. Accident Reporting: The Contractor is responsible for reporting all accidents to the TPOC immediately. Prompt action shall be taken to ensure immediate and appropriate medical treatment. The Contractor shall maintain an accurate record of any accidents in the manner and on the forms prescribed by the TPOC. For property damage accidents of $2,000 or more, the Contractor shall complete and submit to the TPOC a copy of ENG Form 3394. The Contractor shall maintain an OSHA 300 Log of On – The – Job injuries and first aid treatments. The Contractor shall also provide a monthly record of all exposure and accident experience incidental to the performance of services under the contract. This reporting requirement includes exposure and accident experience of both the Prime Contractor and any subcontractor(s). A Monthly Record of Work-Related Injuries/Illnesses & Exposure form will be available from the Project Manager/TPOC. The Monthly Record of Work-Related Injuries/Illnesses & Exposure report shall be provided to the TPOC by the 5th working day of the month for the previous month.

10. Contract Employees Conduct and Competency: All contract employees shall conduct themselves in a proper and courteous manner at all times. Since the majority of work is performed in the presence of the general public, the conduct of all employees is critical and will be closely monitored. Contract employees shall comply with all provisions of Title 36, Chapter III, Part 327, CFR and obey all posted signs and regulations in the performance of the work under this contract.

Being under the influence of or consuming alcoholic beverages or controlled substances by the Contractor or employees while on duty is prohibited.

a. Employee Dismissal. The Contractor expressly agrees to dismiss any employee or subcontractor employee whose continued employment is deemed by the TPOC to be inconsistent with the best interests of the public or the U.S.

Army Corps of Engineers. The KO or the TPOC may require the Contractor to immediately remove from the work site any employee or subcontractor who is incompetent, endangers persons or property, or whose physical or mental condition would impair their ability to satisfactorily perform the work. Notification to the Contractor will be promptly made in writing if time and circumstances permit. Otherwise, notification will be verbal and confirmed in writing as soon as possible. No removal shall reduce the Contractor's obligation to perform all work required under this contract nor be the basis for time extension. Immediate replacement of the employee shall be made.

11. Warranty: The contractor warrants that work performed under this contract is free of defects The contractor shall provide a one year warranty on the entire product finish to the POC upon completion dated with the final acceptance date The contractor warrants that work performed under this contract is free of defects in installed equipment, materials and workmanship for work performed by the contractor or supplier for a period of 1 year from the date the Government takes possession.

12. Quality Control: The Contractor shall have a Quality Control program to assure the requirements of the contract are provided as specified. The primary purpose of Quality Control is to identify and correct deficiencies in the quality of services performed before the level of performance is unacceptable.

The program shall include, but not be limited to the following:

a. An inspection system covering all the services stated in the contract specifications.

b. A method of identifying and correcting deficiencies in the quality of services performed before the level of performance is unacceptable.

c. A file of all inspections conducted by the Contractor and the corrective actions taken. These files shall be made available for inspection upon request by the TPOC.

d. A method of insuring that employees have full knowledge of work assignments and that appropriate technical expertise is utilized with each work assignment.

e. A method of coordinating each work crew’s activities with the TPOC and/or inspector.

The Contractor may use any or all portions of this plan to prepare a plan of his own. A signed plan, including Contractor specific information, shall be provided to the Contracting Officer and the TPOC, and accepted, prior to the Pre-Work Conference. If changes to this program occur, updated copies shall be provided to the Contracting Officer and TPOC.

Failure to provide appropriate Quality Control may result in issuance of a CDR, and/or termination of the contract.

13. Environmental Program. The Contractor shall comply with Federal, State, and local laws, regulations and standards regarding environmental protection. All environmental protection matters shall be coordinated with the TPOC. Any of the facilities operated by the contractor may be inspected by the TPOC, or other Federal, State and local officials without advance notice. Access for inspection shall be granted upon request.

1.1 Environmental Protection Plan (Guidance)

The purpose of the EPP is to present an overview of known or potential environmental issues that must be considered and addressed during construction. Incorporate construction related objectives and targets from the installation's EMS into the EPP. Include in the EPP measures for protecting natural and cultural resources, required reports, and other measures to be taken. Meet with the Contracting Officer or Contracting Officer Representative to discuss the EPP and develop a mutual understanding relative to the details for environmental protection including measures for protecting natural resources, required reports, and other measures to be taken.

Submit the EPP within 15 days after notice to proceed and not less than 10 days before the preconstruction meeting. Revise the EPP throughout the project to include any reporting requirements, changes in site conditions, or contract modifications that change the project scope of work in a way that could have an environmental impact.

No requirement in this section will relieve the Contractor of any applicable federal, state, and local environmental protection laws and regulations. During Construction, identify, implement, and submit for approval any additional requirements to be included in the EPP. Maintain the current version onsite. The EPP includes, but is not limited to, the following elements:

1.2 General Overview and Purpose

1.3 Descriptions

A brief description of each specific plan required in this Contract such as spill control plan, contaminant prevention plan.

1.4 Duties

The duties and level of authority assigned to the person(s) on the job site who oversee environmental compliance, such as who is responsible for adherence to the EPP, who is responsible for spill cleanup and training personnel on spill response procedures, who is responsible for manifesting hazardous waste to be removed from the site (if applicable), and who is responsible for training the Contractor's environmental protection personnel.

1.5 Procedures

A copy of any standard or project-specific operating procedures that will be used to effectively manage and protect the environment on the project site.

1.6 Communications

Communication and training procedures that will be used to convey environmental management requirements to Contractor employees and subcontractors.

1.7 Contact Information

Emergency contact information contact information (office phone number, cell phone number, and e-mail address).

1.8 General Site Information

1.9 Drawings

Drawings showing locations of proposed temporary excavations or embankments for haul roads, stream crossings, jurisdictional wetlands, material storage areas, structures, sanitary facilities, storm drains and conveyances, and stockpiles of excess soil.

1.10 Work Area

Work area plan showing the proposed activity in each portion of the area and identifies areas of limited use or nonuse. Include measures for marking the limits of use areas, including methods for protection of features to be preserved within authorized work areas and methods to control runoff and to contain materials on site, and a traffic control plan.

1.11 Protection of the Environment from Waste Derived from Contractor Operations

Control and disposal of solid and sanitary waste. Control and disposal of hazardous waste.

a. List of the types of hazardous wastes expected to be generated

b. Procedures to ensure a written waste determination is made for appropriate wastes that are to be generated

c. Management procedures for storage, labeling, transportation, and disposal of waste (treatment of waste is not allowed unless specifically noted)

Plans for the disposal of hazardous waste by permitted facilities; and Procedures to be employed to ensure required employee training records are maintained.

The Contractor shall conduct all operations and maintenance activities in a manner to prevent contamination of Government land and property. The Contractor shall ensure all lubricants, petroleum products, paints, cleaning materials, or any other hazardous substances are not spilled, leaked or disposed of on Government property and are disposed of in accordance with environmental regulations. If spills or contamination occur, the Contractor shall be responsible for cleanup and any associated costs in accordance with Federal, State and Local Law. Such spills shall be reported to the TPOC immediately.

12. Security: Contractor shall comply with the following required training and/or security procedures. Any proof of training required shall be submitted to the government representative before any work is performed.

1. General security requirements and guidance: The security requirements described 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 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 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 and/or HPCON levels in accordance with applicable RA plans and procedures—this includes identifying mission essential and non-mission essential personnel. In addition to the changes otherwise authorized by the changes clause of this contract, should the 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.

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.

3. Suspicious Activity Reporting training (e.g. iWATCH, CorpsWatch, or See Something, Say Something): All contract personnel shall receive initial and annual refresher training from the RA representative on the local suspicious activity reporting program. This locally developed training provides contract personnel with general information on suspicious behavior, and guidance on reporting suspicious activity to the project manager, security representative or law enforcement entity.

4. 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.

SUPPLEMENTAL SECURITY REQUIREMENTS

All Contractors and subcontractor employee(s) working on this contract who require access to any Louisville District Lake Projects and Lock and Dam Projects shall receive authorization to be on site at these facilities based upon a favorable background investigation in accordance with “Homeland Security Presidential Directive 12: Policy for a Common Identification Standard for Federal Employees and Contractors” (HSPD 12). The Louisville District Security Management Office shall submit contractor(s) personal information to complete the basic background investigation in order to make a recommendation to the Contracting Office of an employee’s suitability for work on Government property. The Procuring Contracting Officer (PCO) has the right to deny any contractor or subcontractor employee from working on the contract based upon the results of the background investigation provided by the Louisville District Security Office. The Government, Contractor, and subcontractors shall not permit any employee(s) access to drawings, blueprints, records, photos, sites, or projects until the Louisville District Security Management Office has completed an Operations Security (OPSEC) review of such items and determined they can be released.

FOR ALL LOUISVILLE DISTRICT CONTRACTS:

Contractors shall submit a complete investigation packet for each contractor and subcontractor employee to the Louisville District Security Management office within 10 working days after award of any contract, or prior to the individual being permitted access to Louisville District facilities.

The Contractor must also provide the following: (1) Name of the Contract Specialist with whom he/she is working,

(2) Project Name, (3) Contract Number (4) Task Order Number when applicable, and (5) US Citizens Security Access Form or Pre- Bid/Site Visit Form; each employee working on site must have a background investigation form submitted directly to the Louisville District Security Office.

The Contractor must provide a full legal name, complete SSN#, Date of Birth, Place of Birth (City and State) and Driver’s license number if available. It is the Contractor’s responsibility to ensure the above information is accurate and legible, otherwise delays may occur.

Contractors shall have background checks completed for their employees annually in the case of Contracts with an initial period of performance (POP) greater than 1 year and those Contracts with Options or Modifications Which Extend the POP beyond 1 year.

For instance, if the employee was cleared in May of 2022, they shall be cleared again in May of 2023. It is the Contractor’s responsibility to ensure that each employee’s security is up to date. Failure to comply may lead to possible removal from the project/jobsite.

The Contractor must ensure if new employees are brought in to work on an existing Contract with the U.S. Army Corps of Engineers (USACE), they must process the employee through the Louisville District USACE Security Office for background purposes.

FOR CONTRACTORS REQUIRING DOD COMMON ACCESS CARDS (CAC)

The documents listed below are required:

SF 85, Questionnaire for Non-Sensitive Positions (see http://www.opm.gov/forms/ to print form). Fingerprints are captured electronically at the closest Army Recruiting Station to the contractor’s home of record or at the USACE, Louisville District Security Office.

Contractor shall report any changes in personnel, or at any time conditions change at least 5 working days prior to individual(s) need to have access to the site. The Contractor shall provide the same information as listed above for all new employees.

Following submission of paperwork, the Louisville District Security Office will conduct an initial criminal check based upon the information provided. If there are no issues, the Louisville District Security Office will make recommendations to the PCO or their Designated Representative. The Louisville District Security Office cannot give approval due to unfavorable report(s). The Louisville District Security Office shall coordinate with Office of Counsel and will jointly make recommendations to the PCO and/or the Designated Representative should a background investigation come back with derogatory information. The PCO will make the determination whether to allow the Contractor personnel to work on the site based on Security and Office of Counsel recommendations, and the PCO will advise the Contractor of the decision.

FOREIGN NATIONALS

The Contractor shall provide the package listed above, as well as additional materials noted below for all Foreign Nationals. The Contractor is to expect additional time in the approval process for all Foreign Nationals due to the level of review and elevation of the review to Headquarters staff to complete. All Foreign Nationals must comply with the following paragraph:

In accordance with Engineering Regulation 380-1-18, “Technology Transfer, Disclosure of Information and Contacts with Foreign Representatives” dated 1 August 1996, Section 4, all foreign nationals who work on Corps of Engineers’ contracts shall be approved by the Headquarters US Army Corps of Engineers (HQ USACE) Foreign Disclosure Officer before beginning work on this contract; this regulation includes subcontractor employees. The Contractor shall submit to the Security Management Office, the names of all foreign nationals proposed for performance under this contract, along with documentation to verify legal admittance into the United States. Such documentation shall include at least one of the following: a U.S. passport, Certificate of U.S.

Citizenship (INS Form N-560 or N-561), Certificate of Naturalization (INS Form N-550 or N-570), Alien Registration Card with photograph (INS Form I-151 or I-551), Employment Authorization Card (INS Form I-688A), etc.

In order to assure forms are properly completed, and to minimize time delays, the Contractor is encouraged to work closely with the Louisville District Security Office. The Government will return for correction incomplete forms, illegible forms, etc. which will delay the contractor / subcontractor from beginning work.

Security requirements are subject to change in accordance with HSPD-12, Office of Personnel Management, regulation or policy changes, etc. The Government shall add any changes to security requirements by modification to the contract.

The Contractor shall contact the Louisville District Security Office by phone, letter, or email at the following numbers/addresses:

CELRL-SC

600 Martin Luther King Jr. Pl

Louisville, KY 40202

Charles R. Tanner, phone (502) 315-6929; email Charles.R.Tanner@usace.army.mil James R. Milner, phone (502) 315-6916; email James.R.Milner@usace.army.mil Jason Almodovar, phone (502) 315-6754; email Jason.Almodovar@usace.army.mil

*When contracts are with individuals, the individuals will be required to complete a Form I- 9, Employment Eligibility Verification, with the designated Government representative.

This Form will be provided to the Contracting Officer and shall become part of the official contract file.

Payment

Payment will be made by Electronic Funds Transfer (EFT), upon acceptance of the completed work and providing final invoice. The contractor is required to provide a Dun & Bradstreet number (DUNS), and must be registered with SAM.

The DUNS number and a Federal Tax I.D must be entered on the quote sheet. Failure to provide all information requested on the quote sheet and to complete SAM registration may be grounds for considering the quote unresponsive.

Quote sheets may be mailed, faxed or hand delivered.

Completion Date: This contract has a completion date of 60 days from Notice to Proceed.

Quote Sheet

PRICE BREAKOUT SCHEDULE

Base Item No.

Supplies/Services Quantity Amount

0001 Prepare Bridge Support Steel 1.0 $ 0002 Primer and Paint Bridge Support Steel 1.0 $ 0003 Disposal 1.0

Total Base Items 0001 - 0003 $

Contractor Name:______________________________________________________________

Address:______________________________________________________________________

Phone Number:_________________________________________________________________

Point of Contact:________________________________________________________________

Federal Tax I.D.________________________________________________________________

DUNS Number:_________________________________________________________________

DATE:________________________________________________________________________

Below are instructions to obtain a Dun & Bradstreet Number (DUNS) and to register with System for Award Management (SAM). If you have any problems with this, please contact POC for this action.

First of all, you must have a DUNS number before you can do anything. If you do not already have one of these, or are unsure, you should call 1-800-333-0505.

You will need to access the Internet by using the address https://www.sam.gov/portal/public/SAM/ . You will be able to register online by choosing the “Create a User Account” link in the middle of the page on the left.

RC 12.2-24

RC 12.2-25

INFRASTRUCTURE INVESTMENT ACT SIGNAGE

a. General

The Contractor shall furnish and erect 1 (one) 4ft x 6ft Project Identification Sign featuring “Building a Better America” sponsorship in a safe location both visible to the public and in sight of active work. The sign shall be lettered on one side only and shall conform to the details shown on the attachment at the end of this specification section. All Project Identification Sign specs not contained herein shall conform to EP 310-1-6a, revision dated 20 January 2023. Infrastructure Investment Act sponsorship specifications can be found at:

www.whitehouse.gov/wp-content/uploads/2022/08/Building-A-Better-America-Brand-Guide.pdf

b. Materials.

Sign Panels shall be constructed of ½” HDO plywood No. 2 grade or better. Posts shall be structural grade 4”x4”x12’ dimensional lumber.

Bracing shall be structural grade 2”x6” dimensional lumber with structural grade 2”x8” dimensional lumber brace.

Fasteners shall conform to details at the end of this specification section.

c. Maintenance.

The sign shall be maintained in good condition until completion of the contract, shall remain the property of the Contractor, and shall be removed from the site upon completion of work under the contract.

d. Electronic Logo files.

The Corps of Engineers logo, the Army Star Logo, and the Sponsor Logo will be provided to the Contractor by the Contracting Officer. All legends shall be provided by the Contracting Officer in the sizes and styles as specified by the graphic formats shown at the end of this specification section.

e. Payment.

No separate payment will be made for furnishing and erecting the project sign(s) as specified, and costs thereof shall be considered a subsidiary obligation of the Contractor.