Atch 2 - SOW - Protective Coating BPA (1).pdf

CUI

STATEMENT OF WORK

FOR

PROTECTIVE COATING MAINTENANCE

AT

SCOTT Air Force Base, Illinois

375th CIVIL ENGINEERING SQUADRON

Prepared by:

375 CES / CEOES

12 January 2026

1. SCOPE: The work covered in these specifications consists of furnishing all labor, materials, vehicles, equipment, tools, supervision, and administration required to perform protective coating maintenance as described herein (except Government-Furnished materials) for the execution of painting and application of protective coatings; pavement markings applicable to existing roads, existing parking lots at Scott AFB, IL. The Contractor is responsible for accomplishing all items of work in accordance with the technical exhibits, specifications and provisions of the contract.

Any sundry labor, materials, equipment and/or appurtenance not specifically detailed or specified, but required to complete the project, shall be provided as an integral part of scope of work here in specified.

1.1 Contractor shall execute protective coatings maintenance, and localized pavement markings services for various Base facilities, pavements located on Scott AFB.

1.1.1. Localized pavement markings services means: layout and/or marking for small area parking lots and small area roadway surfaces. Typical but not limited to: small areas will be less than 1,000 square feet for parking lots and less than 2,500 linear feet for roadways.

1.2 The Government reserves the right to accomplish similar work (as identified within this contract) by other means when associated with a Military Construction (MILCON) project, Multiple Award Construction Contract (MACC), (MATOC) or when executed by Self-Help.

2. APPLICABLE PUBLICATIONS

2.1 Work shall comply with Environmental Protection Agency (EPA) Regulatory Laws, The Occupational Safety and Health Administration (OSHA) 1915 series Regulations, Military Surface Deployment and Distribution Command Transportation Engineering Agency (SDDCTEA) Pamphlet 55-17, Better Military Traffic Engineering, including Addendum to Pamphlet 55-17, Crosswalk Warrant and Guidelines, American disability Act (ADA) regulations, and American Society for Testing and Materials (ASTM) specifications and follow the Scott AFB architectural compatibility plan.

3. HOURS OF WORK

3.1 Unless otherwise approved by the Contracting Officer, all work shall be accomplished between the hours of 7:30 a.m. to 4:30 p.m. daily except weekends and federal holidays.

4. CONTRACT DATA

4.1 The various work sites may be in use or occupied during the on-site work period.

4.2 Scheduling of Work: All requests for work shall be processed by the Civil Engineer Project Manager.

4.3 Establishment of “Free-Zone”: When work under this Contract is to be accomplished in a controlled access area, the Government will establish a “Free-Zone” or will provide security escorts as required.

4.4 Security FPCON Level Impact: Scott AFB Security Forces may incorporate various ‘FPCON’ levels which impact the ability of the Contractor to perform work. FPCON levels may vary from Alpha (the least restrictive) through Bravo and Charlie, to Delta (the most restrictive) depending upon the current base-wide potential security threat. Access onto the Base may be limited during increased FPCON levels, which may impact contract operations. All prudent measures will be implemented by the Contracting Officer to ensure continuity of contractor operations during increased FPCON levels.

5. MATERIAL SUBMITTALS

5.1 The Contractor may be asked to submit work plans, samples, brochures, manufacturer’s data, shop drawings and/or certificates of materials to the Contracting Officer (in accordance with project specifications) for approval prior to their installation utilizing AF Form 3000. If the material submittals provided are in variance from the contract requirements, the Contractor shall describe such variations in writing at the time of submission and request a variance. Failure to provide such notification will not relieve the Contractor from his responsibility of meeting the contract specifications regardless of whether or not the submittal is approved by the Government.

All the material submittals from the same specification section shall be submitted at the same time.

Submittal requirements indicated on each AF Form 3000 shall be limited to an individual specification section and not grouped with others of different sections. If the submittal requirement is listed on the drawings, all material submittals of like work shall be submitted simultaneously and with all corresponding specification sections. Failure to submit all material submittals at the same time will be cause for rejection.

6. WASTE DISPOSAL

6.1 All spoil, waste and debris removed from the work site and not specified for reuse or identified as salvageable items shall become the responsibility of the Contractor and shall be disposed of off-base in areas authorized by the applicable county and/or state agencies and in accordance with current rules and regulations governing the disposal of solid waste. Disposal of hazardous waste shall be in compliance with local, state and federal standards and coordinated with 375 CES (Environmental). Disposal fees and sundry changes shall be paid by the Contractor.

7. SAFETY

7.1 All work shall be accomplished in accordance with OSHA 29 CFR 1910, OSHA 29 CFR 1926 and applicable AFOSH Standards.

8. SAFETY CONES/BARRICADES

Standard orange safety cones are authorized for use on a temporary basis only. The use of safety cones (regardless of color) is limited to short-term duration not exceeding one workday. Sawhorse type barricades (white with orange banding) is the only allowed safety barricade

8.1 authorized for extended periods exceeding one day. Safety cones left over the authorized time period will be confiscated by the Base.

9. MEASUREMENT AND PAYMENT

9.1 Painting (Exterior and Interior Surfaces): The contract price for each Bid Schedule Line Item shall constitute full compensation for furnishing all labor, materials, equipment and incidentals in performing all operations necessary to complete the items in accordance with these specifications.

Payment for each item shall be considered as full compensation, notwithstanding that minor features may not be mentioned herein. The Civil Engineer Project Manager will designate the exact areas on which work is required and the type of work to be. The Civil Engineer Project Manager and Contractor shall, prior to commencement of work, measure, compute and agree upon the quantities included for payment. Measurements are for actual coated surfaces. Computed totals will be to the nearest full unit of measure as noted.

9.2 Pavement Striping/Markings: The quantities of surface preparation, pavement striping or markings, and removal of pavement markings determined as specified in paragraph Measurement, will be paid for at the contract unit price. The payment will constitute full compensation for furnishing all labor, materials, tools, equipment, and doing all work involved in marking pavements. Any striping or markings which are placed without reflective media, when reflective media is required, shall be removed and replaced at no cost to the Government. Stripping or markings which do not conform to the alignment and/or location required shall be removed and replaced at no cost to the Government.

9.3 Painting of Facilities (Interior and Exterior):

9.3.1 The unit of measure shall be by the Square Foot (SF) or Linear Foot (LF) of surface area as calculated by the Contractor in coordination with the Civil Engineer Project Manager and the applicable Bid Schedule line item. Payment for the measured quantity shall constitute full compensation for surfaces painted including (but not all-inclusive) surface preparation to include, masking, spot-priming or full prime, and finish coat(s) – quantity as required as applicable or requested to support the various types of existing substrates to be encountered by contractor.

9.3.2 Fire Hydrants: The unit of measurement shall be Square Foot (SF) for each fire hydrant which is painted and accepted by the Civil Engineer Project Manager.

9.4 Industrial Flooring:

9.4.1 Surface Preparation, Application of Floor Coating(s) per Bid Schedule, and Application of Non-Slip Traction Grit: The unit of measurement shall be Square Foot (SF) for each square foot of flooring application. The net quantity shall be computed to the nearest 1.0 SF.

Crack & Joint Repair, Treatment of Existing Sealant Joints, and Application of Graphics, Striping (no wider than 6-inches in width): The unit of measurement

9.4.2 shall be Linear Foot (LF) for each linear foot of affected area. The net quantity shall be computed to the nearest 1.0 LF.

9.5 Pavement/Parking Lot Markings/Street Striping:

9.5.1 Surface Preparation and/or Marking/Striping Removal (including application of ‘Black-Outs’): The unit of measurement for surface preparation or marking (striping) removal will be the number of Square Feet (SF) or Linear Feet (LF) of pavement surface prepared for marking and/or striping removal and accepted by the Contracting Officer or Civil Engineer Project Manager.

9.5.2 Street Striping, Center Lines, Fog Lines and Parking Lot Pavement Markings/Striping (no greater than 12-inches in width): The unit of measure shall be Square Feet (SF) or Linear Feet (LF).

9.5.3 Paint or Thermoplastic Application Supporting Variable Width Graphics, Arrows, Crosswalks, Striping Greater than 4-inches in width and ‘Black-Outs’: The unit of measurement shall be Square Foot (SF) measured by width and length for linear applications which constitute a rectangular measurement (i.e. Crosswalks or Striping Greater than 4-inches in width) and as an overall rectangular ‘block’ around the outermost extents of non-linear graphics (i.e. Arrows, Symbols etc.).

Measure to the nearest linear foot in length and nearest inch in width. The net quantity shall be computed to the nearest 1.0 SF.

9.6 Abrasive Blasting – Paint Removal:

9.6.1 The unit of measurement shall be Square Foot (SF) for each SF of surface area which receives treatment. Unit Price shall include all special environmental containment or special handling procedures as specified. The net quantity shall be computed to the nearest 1.0 SF.

10. ENVIRONMENTAL CONTROLS

10.1 Contractor shall provide at his/her own expense, refuse containers at contractor facility and/or project sites to accommodate all empty paint containers, used tools, and other refuse generated by the contractor during performance of work. Trash, debris, refuse, garbage, used paint, or thinner/solvents shall be removed from individual job sites on a daily basis. Government dumpsters located throughout Scott AFB shall not be used for disposal of refuse from work generated under this contract.

10.2 WASTE DISPOSAL:

10.2.1 Refuse shall be legally disposed of off Scott AFB at the Contractor's expense. Contractor shall always recycle materials such as, but not limited to, cardboard, paper, and aluminum.

Contractor should use whatever means necessary to store all recyclable materials and be responsible for turning in such material.

10.3 PRESENCE OF ASBESTOS-CONTAINING MATERIAL (ACM):

10.3.1 If suspected asbestos containing materials (ACM) are encountered when performing the work described herein, the contractor shall notify the Contracting Officer and/or Civil Engineer Manager. If a material sample is required to determine the presence of ACM, further work in the affected area will stop only at the direction of the Contracting Officer.

10.4 ENVIORNMENTAL INSPECTION:

10.4.1 If at any time, an authorized environmental inspector feels that regulatory requirements listed above are not being followed, the inspector reserves the right to notify the Contracting Officer and recommend corrective action.

10.5 PRESENCE OF LEAD-BASED PAINT:

10.5.1 This contract may encounter coated (painted) surfaces of materials which may contain lead exceeding acceptable levels associated with ‘Safety and Health Regulations for Construction –Lead’. All suspect coating material shall be considered as lead-containing and incorporate special handling procedures unless tested by the contractor and proven otherwise.

Surface preparation of existing painted surfaces in support of new protective coatings shall include special handling procedures to mitigate the exposure of LBP during operations.

Contractor is required to perform a ‘Paint Hazard Test’ incorporating the Toxicity Characteristic Leaching Procedures (TCLP) For Metals’ criteria as described below in Para 5, for determination of LBP existence on all existing paint coatings where sanding, scraping or other destructive means are scheduled to be utilized in preparing an existing painted surface to receive new paint coating. Special handling procedures shall follow requirements of all Federal, state, and local regulations currently in place.

10.6 HAZADOUS WASTE:

10.6.1 All hazardous wastes such as abrasive blasting media, chlorinated solvents, paint thinners, and fuels will be the responsibility of the contractor to ensure timely removal and proper disposal. There will be no on-base disposal allowed, including use of sanitary, storm or industrial drains.

10.7 CLEAN-UP:

10.7.1 All waste materials generated by all work under this contract shall be handled, transported, stored, and disposed of off base by the Contractor and his Sub-Contractors at any time IAW all applicable federal, state, or local codes, ordinances, regulations, court orders, or other types of rules or filings having the effect of law, including, but not limited to the following:

10.7.1.1 If the Contractor or any of his Sub-Contractors creates an oil or any other hazardous substance spill, they must implement initial notification procedures consistent with the installation's Oil and Hazardous Substance Pollution Contingency Plan.

Spill containment and clean-up beyond the Contractor's ability will be arranged or accomplished by the Government. The Contractor shall reimburse the cost to the Government

10.7.1.2 for the cleanup.

11. VINYL WALL COVERING

11.1 Work under this section includes removal of existing wall coverings and replacing them with painted surfaces. Repair of the wall surface to provide a smooth surface before painting shall be accomplished.

STATEMENT OF WORK