Basic SOW 6_Mar_23.pdf

BASE EPOXY FLOOR COATING

INDEFINITE DELIVERY INDEFINITE QUANTITY

STATEMENT OF WORK (SOW)

FOR

EPOXY FLOOR REPAIR AND REPLACEMENT

AT

HILL AIR FORCE BASE, UT

LITTLE MOUNTAIN TEST ANNEX

UTAH TEST AND TRAINING RANGE

6 March 2023

SECTION I

DESCRIPTION OF SERVICES

1.0 OBJECTIVE: This is an Indefinite-Delivery Indefinite-Quantity (IDIQ) Contract for the execution of a broad range of maintenance, repair and minor construction epoxy floor coating projects affecting real property at Hill Air Force Base (HAFB), as well as facility locations at Little Mountain Test Annex, Utah (LM), and Utah Test and Training Range (UTTR). Task Orders (TO) will be issued under this contract by the Contracting Officer (CO) to define specific project requirements involving construction.

1.1 SCOPE OF WORK: The Contractor shall furnish all labor, storage, personnel, equipment, tools, supplies, materials, supervision, and other items and services necessary to design, manage, and accomplish a broad range of repair, alteration, and/or new construction work on real property for interior floor projects at HAFB, LM, and UTTR in accordance with this Statement of Work (SOW), each TO SOW, all Unified Facilities Guide Specifications (UFGS) http://www.wbdg.org/ccb/browse_cat.php?c=3, and all Unified Facilities Criteria (UFC) http://www.wbdg.org/ccb/browse_cat.php?o=29&c=4. (links accessible by copying and pasting into Google Chrome, Microsoft Edge, or similar browser; Internet Explorer does not work). Projects may include tasks in a variety of trades including, but not limited to, demolition, preparation, patching, electrical, painting, joint sealing, epoxy coating, and other specialty work. The contractor may be required to perform work not anticipated at the time of award, but within the original scope of work. Additional tasks may include emergency flooring projects, floor repairs or replacement. The contractor shall be capable of having their people on site at Hill AFB within two hours of being called for emergencies on a separate emergency TO.

1.2 PROJECT ADMINISTRATION:

1.2.1 CONTRACTOR PERSONNEL RESPONSIBILITIES:

1.2.1.1 Contract Manager (CM): The CM shall have at least 5 years of experience in management of government, commercial, or industrial type of work. The Contractor shall provide a site superintendent and an alternate who shall be responsible for the performance of the work. The name of this person and an alternate, who shall act on behalf of the Contractor when the site superintendent is absent, shall be designated in writing to the Contracting Officer (CO). The CO shall be notified of any future changes to the names of the designated person(s).

1.2.1.1.1 The site superintendent shall have at least 3 years of experience in epoxy projects of similar size and/or scope of projects and be familiar with general construction management, practices, methods, and materials. The site superintendent shall be responsible for the overall management of all tasks performed under this contract and shall be the primary point of contact for contractual issues. The site superintendent shall be assigned by the contractor upon award of the contract. He/She shall be responsible for ensuring that effective systems are developed to meet the objectives of the required tasks. The site superintendent shall also ensure that quality work is completed on schedule and within the allocated budget.

1.2.1.1.2 The site superintendent shall have full authority to act on behalf of the Contractor on all contractual matters relating to the daily operation of this contract. The site superintendent and/or alternate shall be available during normal duty hours, within one workday, to meet with Government personnel to discuss problem areas and shall be able to read, write, speak and understand English.

1.2.1.2 Emergency Contact Information: The Contractor shall provide the CO and the Contracting Officer Representative (COR) with the names of a primary and alternate site superintendent with telephone numbers, in case of emergency. The Contractor shall be responsible for updating the CO and COR if their emergency contact information changes.

1.2.1.3 Standards Of Dress: The Contractor’s employees shall present a clean, neat appearance and be easily recognized as contractor employees. This may be accomplished by wearing distinctive clothing bearing the name of the company and/or by wearing appropriate badges which contain the company name and the employee’s name. Company clothing or company badges shall be provided by the Contractor (base access badges will be provided by government).

1.2.1.4 Removal Of Contractor’s Employees: The Contractor shall agree to utilize only experienced, responsible and capable people in the performance of work. The Contractor shall remove from the Government job employees who http://www.wbdg.org/ccb/browse_cat.php?c=3 http://www.wbdg.org/ccb/browse_cat.php?o=29&c=4 endanger persons or property, whose continued employment under this contract is inconsistent with the interest of military security, or who are determined by the CO or COR as being incapable of rendering the services IAW this SOW as required by the CO.

1.2.1.5 Badging/Credentials: Contractor shall be responsible for obtaining required base access identification for newly assigned personnel, and for prompt return of those base access credentials to the Security Forces, Pass and Registration Office, for any Contractor employee who no longer requires access to the work site. Upon realizing badges belonging to the base are lost or stolen, the Contractor shall immediately notify the CO and COR who will notify Security Forces and Security Managers.

1.2.1.5.1 At the termination or completion of the contract, or upon the expiration of base access credentials (if any such expirations are specified), the Contractor shall ensure that all base identification credentials for all Contractor and subcontractor employees are returned to the Security Forces, Pass and Registration Office.

1.2.1.5.2 Prior to submitting an invoice for final payment of the last task order worked on this contract, the Contractor shall obtain a clearance certification from the issuing Pass and Registration Office which states that all base identification credentials have been returned or "accounted for." This certification shall be attached to the final invoice at the time of submittal for payment. Failure to comply with these requirements will result in withholding final payment.

1.2.1.5.3 Any non–US citizen not in possession of a “Green Card” will not be allowed base access without the CO first clearing the employee through the Foreign Disclosure Office ACC, DSN 575-0965 or alsafd@us.af.mil or foreign.disclosure@jpra.mil. All contractor employees shall be able to pass background check to be allowed base access.

1.2.1.5.4 When contract performance requires unescorted entry (no access to classified information) to a Restricted Area" on a military installation, contractor personnel requiring unescorted entry shall meet the investigative requirements of AFI 31-501, USAF Personnel Security Program. Contractor employees not meeting these requirements will be provided a free zone or an escort from the customer as determined by the CO in coordination with the Chief, Security Forces Division of the military installation involved.

1.2.1.5.5 Follow the guidance in the updated AFI 31-101, Installation Security Program, and 2022 version of AFI 31-118, Security Forces Standards and Procedures, when work requires unescorted entry to controlled areas. The Contractor shall request AF Form 2586, Unescorted Entry Authorization Certificate, from the 75 ABW Security Manager, Bldg 593 South, for each employee for which a controlled area badge is required. Contractor employees with controlled area badges shall escort contractor employees without badges, at all times, in and out of controlled areas. If it becomes necessary to establish a free zone for the Contractor, the COR will route it through an eSSS for approval in writing by the installation commander. The free zone will have clearly defined boundaries. It is recommended the free zone begin at some point in the boundary of the controlled area (such as a vehicle gate or entrance to a building), which enables entry by the Contractor and other authorized personnel. The Contractor shall be required to post signage along the route as well as to close the free zone during non-duty hours. The boundaries of the free zone will be under surveillance by the OPR for the area or designated responsible activity. The Contractor shall complete and submit AF Form 2586 for each of the firm’s employees and for each subcontractor employee who must have access to a controlled or restricted area. The Prime Contractor shall ensure that all contractor personnel including subcontractors attend the Explosive Safety Briefing.

An Explosive Safety Awareness Statement signed by those requesting badges is required prior to processing AF Form 2586. The Weapon Safety Monitor will provide the CO copies of the awareness statements. The Security Forces Pass and Registration Office, upon issuance of the appropriate badge for AF Form 2586, will provide the original completed AF Form 2586 to the individual receiving the badge. The original form shall be given to the CO for accountability. The Contractor shall complete the training requirement for line badges: Security Education and Motivation Phase I and II.

1.2.2 CONSTRUCTION MANAGEMENT: The Contractor shall implement the full range of construction activities as specified in each TO and in accordance with all applicable compliance documents. The Contractor shall supply all labor, storage, personnel, equipment, tools, supplies, materials, supervision, and other items and services necessary to accomplish the work assigned unless otherwise specified in each TO. The Contractor shall perform management and planning functions, including performance measurement and fund status reporting, through the course of this contract.

1.2.2.1 Schedule: The Contractor shall maintain a detailed working schedule for each TO that facilitates the management of the project work and provides the capability for early identification of potential schedule impacts.

The schedule shall include negotiated baseline dates and current schedule projections. The current schedule mailto:alsafd@us.af.mil mailto:foreign.disclosure@jpra.mil shall be maintained and updated at least monthly to accurately reflect program progress and provide realistic forecast projections. The Contractor shall provide schedule updates at either a detailed level or a summary level as requested by the CO or COR. Additionally, schedule updates that reflect actual schedule progress shall be submitted on AF IMT 3065 or as approved by the CO. Specific schedule and report requirements will be identified in each TO.

1.2.2.2 Period of Performance: The period of performance will be stated on each individual TO. Contractors who do not meet the period or performance through their own actions shall be subject to Liquidated Damages as directed by the CO.

1.2.2.3 Meetings: The Contractor shall perform a site visit and/or attend a pre-proposal conference, a post-award conference, pre-performance conference, or pre-construction conference as specified in the TO. The Contractor also shall attend and/or support meetings and teleconferences to discuss technical or regulatory issues and project progress and status. The purpose of the meetings include, but are not limited to, contract discussion, progress reviews, planning, design reviews, construction reviews, project status, and the general exchange of information concerning current and future activities. The Contractor shall prepare briefings with all applicable material and minutes for all meetings attended.

1.2.2.4 Notification: The Contractor shall notify the CO and COR of critical issues that may affect the contract performance, human health, and/or the environment, such as a lot of people walking a particular path to the restroom. The types of issues that require notification include, but are not limited to, health risks, spills, differing site conditions, changes in critical Contractor personnel, and identification of hazardous materials, e.g., asbestos.

1.2.2.5 Remote Sites: The Contractor shall perform work as specified per TO at remote locations. The Contractor shall be responsible for all labor, storage, personnel, supplies, equipment, tools, materials, supervision, and infrastructure (including, but not limited to, potable water, utility systems, housing, dining, transportation, and medical care) and other items and services when there are no facilities and services available.

1.2.2.6 Work Site Coordination: The Contractor shall coordinate work site activities to ensure the protection of human health and the environment; the prevention of injury or damage to property, utilities, materials, supplies, tools, and equipment; and the avoidance of work interruptions.

1.2.2.7 Surveys/Testing: Contractor shall make sure required asbestos and Lead Based Paint (LBP) surveys are posted on site prior to starting any work and are maintained through the completion of the project. Some facilities may be contaminated with lead, cadmium, etc. The Contractor shall test, treat, and dispose of all waste water produced by construction activities at a hazardous waste facility.

1.3 CONTRACT ADMINISTRATION:

1.3.1 CO: Government official authorized to enter into, make changes to, or terminate contracts on behalf of the US Government. COs are responsible for ensuring performance of all necessary requirements of the contract, to ensure compliance with the terms of the contract, and safeguard the interests of the US Government in its contractual relationships.

1.3.2 COR: The Government will evaluate the Contractor’s performance in writing by the appointed COR(s) that monitor performance to ensure services are received. The Government representative will evaluate the Contractor’s performance through on-site inspections of the Contractor’s quality control program and receipt of complaints from base personnel. The COR is not authorized to enter into any agreements, obligate the Government or direct any changes to the contract.

1.3.3 Post-Award Orientation/Pre-Construction Conferences: After award of the basic contract and each TO, but prior to commencement of any work, the CO may conduct a post-award orientation/pre-construction conference and require all Contractors to attend. If a post-award orientation/pre-construction conference is conducted, the notification will include specific details regarding the date, time, location of the conference, need for attendance by subcontractors, and any information regarding the items to be discussed.

1.3.4 Contract Performance: The Contractor shall be responsible for supervision and inspection of the work performed through a Quality Control Officer (QCO). The QCO shall have at least 3 years of experience in the area of construction/epoxy quality control and manage the Contractor’s quality control plan. All Contractor work shall be performed in accordance with contract terms and specifications. Inspection/acceptance by the Government in no way relieves the Contractor of criminal responsibility for fraud in misrepresenting either the quality or quantity of work provided and certified as complete by the Contractor.

1.3.5 Modifications: Only the CO is authorized to execute modifications on behalf of the Government. Other Government personnel will not execute contract modifications, act in such a manner as to cause the Contractor to believe that they have the authority to bind the government, or direct or encourage the Contractor to perform work that should be the subject of a contract modification. In cases where the CO receives a request for additional work, revisions to requirements, schedule changes, etc., the CO will make the final determination as to the appropriateness of the request. If someone other than the CO tells the Contractor to do other than what is in the contract, this SOW, or TO SOW, the Contractor shall immediately notify the CO for verification.

1.3.6 Notice of Constructive Changes: No order, statement of direction of the CO, an authorized representative of the CO, whether or not acting within the limits of his authority, or any other representatives of the Government, will constitute a change order under the changes clause of this contract or entitle the Contractor(s) to an equitable adjustment of the price or delivery schedule, unless such a change is issued in writing and signed by the CO.

1.4 TO PROCEDURES

1.4.1 TO Request for Proposal (RFP): TO RFP will be issued to the Contractor by the CO when the project is identified. The TO RFP may not have traditional plans and specifications but will include statement of work, list of work elements and/or sketches that define the project and state the Government requirements. All attachments to the TO RFP, if applicable, will be considered a part of the project scope of work. The joint site visit will be held by the Government and the Contractor as requested in the TO RFP, to discuss all conditions and details of the work. Contractor clarification/questions shall be submitted in writing IAW TO proposal instructions.

1.4.2 Submission of TO RFP: The Contractors shall be requested to submit the TO proposal to the issuing office within the period stated in the TO RFP which may consist of:

(1) Technical Proposal. Concept sketches or drawings for proposed methods, performance schedule of construction, proposed technical approach/solution, list of required work elements, management approach, key personnel and/or subcontractors, catalogs, and/or other material submittals. Contractor shall provide a bid guarantee for each separate TO.

(2) Price Proposal. The price proposal for the construction cost.

1.4.3 Performance Evaluations: At the conclusion of each TO or other times as determined appropriate by the CO, the Contractor’s performance evaluation will be made through the Contractor Performance Assessment Reporting System (CPARS). The evaluation will take into account all aspects of the contractor’s performance.

The Government will provide the Contractor an opportunity to review and comment to the Government evaluation result through the CPARS. The performance evaluations will have an impact on the award of future TOs and exercise of future option years under the contract.

SECTION II

SPECIALIZED REQUIREMENTS

2.0.1 Vinyl Floor Tile: Removal/demolition, haul off base, and disposal of existing non-asbestos VCT floor tiles and any remaining adhesives to bare concrete by means of mechanical demolition. See paragraph 1.2.2.7.

2.0.2 Carpet: Removal/demolition, haul off base, and disposal of existing non-asbestos carpet flooring and any remaining adhesives to bare concrete by means of mechanical demolition. See paragraph 1.2.2.7.

2.0.3 Ceramic Tile: Removal/demolition, haul off base, and disposal of existing non-asbestos ceramic floor tiles and any remaining adhesives to bare concrete by means of mechanical demolition. See paragraph 1.2.2.7.

2.0.4 Equipment Hold Down Bolts/Studs: Removal/demolition, haul off base, and disposal of existing equipment hold down bolts/studs in the flooring without disturbing surrounding concrete.

2.1.1 Wooden Cove Base: Removal/demolition, haul off base, and disposal of existing, repair of sheetrock to support new base, and Installation of new base including labor and materials.

2.1.2 Vinyl Cove Base 4”, standard: Removal/demolition, haul off base, and disposal of existing, repair of sheetrock to support new base, and Installation of new base, standard width, including labor and materials.

2.1.3 Vinyl Cove Base over 4”, wide: Removal/demolition, haul off base, and disposal of existing, repair of sheetrock to support new base, and Installation of new base, wide width, including labor and materials.

2.1.4 Transition Strip (any material): Removal/demolition, haul off base, and disposal of existing, repair of flooring and trim to support new transition strip, and Installation of new transition strip including labor and materials.

2.1.5 Coating Removal: Removal/demolition, haul off base, and disposal of existing other than epoxy coatings including labor and materials, up to 1/2” thick mortar. Concrete ground smooth to 40 grit metal bond diamond smooth useable surface.

2.1.6 2” Wide Tape Removal: Removal/demolition, haul off base, and disposal of existing and any remaining adhesives or residue including labor and materials.

2.2.1 Masking with 4’ Wide Plastic Sheeting: Surface preparation including labor and materials. Includes complete masking of all walls, equipment, items within work area, drains, and doorways with painters tape for all sides of masking.

2.2.2 Lettered Safety Signs: Maximum size of 2’x2’ or 75 characters and includes complete installation of any lettered sign on a concrete or epoxy floor.

2.2.3 Diamond Grinding and Shot Blasting: Includes all necessary grinding and/or shot blasting required to fully prepare surface for application of new coating system or other floor system, grinding rough concrete to 80 grit metal bond diamond smooth useable surface, and all hand grinding and edge details. See paragraph 1.2.2.7.

2.2.4 Power Washing / Vacuuming: Power washing and/or degreaser/detergent scrubbing the floor with walk behind floor scrubber to remove oil, grease, dirt, and debris. This shall include protection of existing building drains as necessary, and capture, removal, and proper legal disposal of waste water by the Contractor to an authorized facility off base. Contractor shall have the option to vacuum with HEPA filter to capture all the dust that would be released by vacuuming rather than power wash. See paragraph 1.2.2.7.

2.2.5 Epoxy Patching: Repair of existing epoxy mortar flooring with complete Eco-PT250 system (primer, 3/16” mortar, grout coat, top coat).

2.2.6 Saw Cutting Concrete: Saw cutting concrete up to 3” depth per LF to clean joints of old joint filler or debris to full depth to prepare for joint sealing, plating and joint sealing, or to prepare for concrete removal. Joints are to be saw cut so that both joint walls are “refaced” to promote a good mechanical bond for newly installed joint filler or newly installed joint filler and metal plate. After saw cutting, joints are to be vacuumed clean and blown with compressed air to remove dust and debris.

2.2.7 Seal Joints: Joints vary 1/4” to 1-1/2” wide with maximum 3” depth. Joints shall be filled with silicone joint filler above backer rod.

2.2.8 Metal Joint Plate: Joints vary over 1-1/2” wide with maximum 3” depth. Joints shall be filled with silicone joint filler above backer rod and plate fixed on one side to close gap but still allow movement.

2.2.9 Concrete Repair 1” Depth: Concrete repair rate in square feet per inch depth with Rapid Curing Mortar mix for filling trenches and floor repairs.

2.2.10 Wet Screen Gym Floor: Removal of just the existing urethane coating. Process leaves behind the existing floor paint, such as logos, lettering, basketball court striping, etc.

2.3.1 Acrylic Sealer: Includes two coats application at 200 SF/Gal each of 30% solids acrylic based concrete sealer to existing ground smooth concrete surfaces.

2.3.2 Primer/Sealer Coating: Includes two coats application at 180 SF/Gal each of epoxy resin primer.

2.3.3 Epoxy Solids Coating: Includes one coat application at 200 SF/Gal of epoxy resin mortar.

2.3.4 Prepare-Apply 3/16” Epoxy/Urethane: Includes complete installation of troweled epoxy resin mortar with polyurethane top coat with matching primer at 180 SF/Gal, epoxy resin mortar at 3/16”, grout coat at 180 SF/Gal, and polyurethane top coat at 300 SF/Gal.

2.3.5 Urethane Coating: Single application of polyurethane top coat at 300 SF/Gal.

2.3.6 Two Colored Urethane: Single application of two-colored polyurethane top coat at 300 SF/Gal within an area already receiving floor coatings. Typically used to identify walking paths from work areas (Battleship Gray and Light Gray), as well as solid yellow egress.

2.3.7 Single Color Safety Paint: Application of two coats pigmented polyurethane in any safety color. Typically used for making Electrical Zones, Egress, Fire Extinguishers, or any other safety zone marking desired in a solid single color.

2.3.8 Double Color Safety Paint: Application of two coats pigmented polyurethane in any two safety colors.

Typically used to identify any Hashed Zones, Crush Zones, Eyewash Stations, or any other safety zone marking desired in a hashed or two color pattern.

2.3.9 Lettering Covering Plates 2”: Up to 75 characters 2” height on single cover plate.

2.3.10 Dock Numbers: One set of dock numbers up to 5 characters, height to be consistent with others in building. Typically 12” to 18” in height.

2.3.11 Chemically Resistant Coating: Three coats of coating according to UFGS specification 09 67 23.14 Chemical Resistive Resinous Flooring. Ideal for battery charging or chemical spill areas.

2.3.12 Static Dissipation Coating: Installation of Tennant Eco-MPE at 180 SF/Gal, copper foil tape and grounding system as required, Tennant Eco-ECP or EDP at 535 SF/Gal, and Tennant Eco-ECT at 80 SF/Gal.

2.3.13 High Performance Coating: Coatings according to UFGS specification 09 96 00 High Performance Coatings.

2.3.14 Fuel Resistive Resinous Flooring, 3-Coat: Three coats consisting of one coat of epoxy resin primer and two coats of aliphatic urethane resin and according to UFGS specification 09 67 23.15 Fuel Resistive Resinous Flooring, 3-Coat System.

2.3.15 Fuel Resistive Resinous Flooring, 5-Coat: Five coats consisting of one coat of epoxy polyamine resin primer, epoxy polyamine resin mortar, epoxy polyamine resin grout coat, and two coats of aliphatic urethane resin and according to UFGS specification 09 67 23.16 Fuel Resistive Resinous Flooring, 5-Coat System.

2.3.16 High Build Glaze Coating: For wall coatings. Three coats of coating according to UFGS specification 09 96 59 High Build Glaze Coating. Ideal for battery charging or chemical spill areas.

2.3.17 Non-Skid Abrasive: Addition of nonskid abrasive to any topcoat system for slip resistance, to be aluminum oxide or ceramic only. Silica sand is not acceptable.

2.3.18 3” Paint Stripes: Includes two coats of polyurethane in required safety color at 300 SF/Gal each and all necessary masking.

2.3.19 Rapid Curing Epoxy: Includes application of two coats Tennant Eco-RCE at 180 SF/Gal.

2.3.20 Squadron Logo: Includes complete installation of squadron logo up to 15’ diameter with up to 4 colors.

2.3.21 Gym Floor Recoat (Urethane, Etc.): Includes complete installation of new urethane coating.

2.3.22 Replace Boards in Gym Floors: Includes complete removal and disposal of damaged gym floor boards.

Also includes complete installation of new gym floor boards, stained to match existing gym floor boards.

2.4.1 12’ Tall Dust Barrier: Includes free standing barricade wall, if necessary, with vents if requested by customer. For ceilings less than 12’ high, plastic taped to ceiling and hanging like a shower curtain and taped or weighted down at the bottom. Also used to encase crane tracks along ceiling completely and keep them free of dust and debris.

2.4.2 21’ Tall Dust Barrier: Includes vents if requested by customer. For ceilings less than 21’ high, plastic taped to ceiling and hanging like a shower curtain and taped or weighted down at the bottom. Also used to enclose roll-up doors completely.

2.4.3 Dust Barrier over 21’: Includes vents if requested by customer. For ceilings 21’ high or higher, plastic taped to ceiling and hanging like a shower curtain and taped or weighted down at the bottom. Also used to enclose roll-up doors completely.

2.4.4 12’ Tall Portable Tent: Includes free standing barricade tent-like enclosure that can be moved with equipment. Cubical shaped measuring about 12 feet long on each axis.

2.5.1 Equipment Rental, Lift (Up to 80’): Scissor Lift/JLG rental up to 80’ used for constructing dust control barriers.

2.5.2 Equipment Rental, Generator (day): Charge for renting generator per day to temporarily run Contractor furnished equipment to complete task order project work. Requires adequate ventilation to outdoor air (i.e. fully opened roll-up door).

2.5.3 Licensed Electrician (hours): Charge for licensed electrician per hour to temporarily wire project area to run Contractor furnished equipment to complete task order project work. Contractor shall provide a licensed electrician to provide electrical connection for all 240 volt and 480 volt equipment.

SECTION III

GENERAL INFORMATION

3.0 Construction Quality Control Plan: The Contractor’s QCO shall develop, maintain, and manage a Construction Quality Control Plan in accordance with UFGS 01 45 00.00 20 revision Feb 2021 (Section K attachment) for the basic contract and as required for individual TO’s. The Contractor shall develop and implement procedures to identify and prevent defective services from reoccurring. The Contractor shall have a specific quality control inspector for the Government evaluator to notify in the event deficiencies are found. The Contractor shall provide a copy of the quality control plan to the CO and the COR no later than 30 days after receipt of contract award or at the Post Award Orientation Conference. Records of all inspections conducted by the Contractor, and corrective action taken, shall be made available to the Government upon request. The Contractor’s QCO shall inspect and evaluate work daily along with the COR and prior to the government’s inspection and evaluation.

3.1 Quality Assurance: The Government will inspect and evaluate the Contractor’s performance each time service is performed by appointed personnel, known as the COR, to monitor performance to ensure services are received. The COR will also evaluate the Contractor’s performance through intermittent on-site inspections of the Contractor’s quality control program. The COR may inspect each task as completed or increase the number of quality control inspections if deemed appropriate because of repeated failures discovered during quality control inspections. Likewise, the Government may decrease the number of quality control inspections if merited by performance. The Government will periodically inspect the environmental condition of selected buildings to ensure compliance with regulatory standards.

3.2 PERFORMANCE HOURS

3.2.1 HAFB Hours of Operation: All work at HAFB shall be accomplished during normal working hours (0700 to 1600 Hours) Monday through Friday exclusive of government approved holidays unless other times are approved by the CO, or otherwise stated in the contract. Coordinate the work schedule with the COR. Flight line driver’s license and badging behind the pacer protection are required.

3.2.2 LM Hours of Operation: All work at LM shall be accomplished during normal working hours (0700 to 1600 Hours) Monday through Thursday exclusive holidays unless other times are approved by the CO, or otherwise stated in the contract. Coordinate the work schedule with the COR.

3.2.3 UTTR Hours of Operation: All work at UTTR shall be accomplished during normal working hours (0700 to 1700 Hours) Monday through Thursday, exclusive of holidays unless other times are approved by the CO, or otherwise stated in the contract. Coordinate the work schedule with the COR.

3.2.4 Recognized Holidays: The Contractor is not required to perform on the following Federal Holidays:

• New Year’s Day 1 January*

• Martin Luther King’s Birthday Third Monday in January

• Presidents Day Third Monday in February

• Memorial Day Last Monday in May

• Independence Day 4 July*

• Labor Day First Monday in September

• Columbus Day Second Monday in October

• Veteran’s Day 11 November*

• Thanksgiving Day Fourth Thursday in November

• Christmas Day 25 December*

*Note: If a holiday falls on a Saturday, it is observed on the preceding Friday. If the holiday falls on a Sunday, it is observed on the following Monday.

3.3 SAFETY

3.3.1 Basic Contract Occupational Safety and Health Plan: The Contractor shall have a Site Safety and Health Officer (SSHO) with at least 3 years of experience of safety work, thirty (30) hours of Occupational Safety and Health Administration (OSHA) construction safety training, and competent person training. The Contractor’s SSHO can also be the Contractor’s QCO. The Contractor’s SSHO shall implement an Occupational Safety and Health Plan to ensure the safety of their personnel, as well as the protection of Government personnel and property. The Contractor shall be solely responsible for compliance with all federal laws, state laws, local laws, and the Occupational Safety and Health Act (Public Law 91-596) and the resulting standards, OSHA Standards 29 CFR 1926 and 29 CFR 1910, as applicable. Additionally, the Contractor shall be responsible for the safety and health of all subcontractor employees. The Occupational Safety and Health Plan shall be used during the performance of the work described in the contract. The Occupational Safety and Health Plan will be approved by the 75th Air Base Wing Safety Office prior to commencement of any work described in the contract. The Occupational Health and Safety Plan will be completed as specified in the attached Appendix C. The Contractor shall submit the Occupational Safety and Health Plan to the CO within 10 calendar days of being notified of contract award.

3.3.1.1 Revision of Occupational Safety and Health Plan: If the Occupational Safety and Health Plan is revised, the Contractor’s SSHO shall submit the revision, in writing, to the CO.

3.3.2 Project Specific Occupational Safety and Health Plan: In addition to the basic contract Occupational Safety and Health Plan, the Contractor’s SSHO shall be required to provide an Occupational Safety and Health Plan for projects of a long duration or hazardous nature, or performance on a Government facility that involves hazardous materials or operations that might endanger the safety of the public and/or Government personnel or property. Project specific Occupational Safety and Health Plans will be addressed in individual project TO and will be approved by the 75th Air Base Wing Safety Office.

3.4 VOLUNTARY PROTECTION PROGRAM (VPP)

3.4.1 Contractor Performance on Air Force Installations: VPP requires that Contractors performing on Air Force installations provide their employees safety and health protection equal in quality to that provided to Air Force employees; however, the Contractor shall be responsible to manage their health and safety program. It is not the purpose or intent for the Air Force to manage or take responsibility for any Contractor’s safety and health program under VPP, this responsibility remains with the Contractor.

3.4.1.1 Applicablility of VPP: VPP is applicable to contractors whose employees work more than 1000 hours per quarter at an Air Force installation, which include Hill Air Force Base, as well as facility locations at Little Mountain, Utah, and Utah Test and Training Range (UTTR). Applicable Contractors are required to flow down VPP requirements to all subcontractors who qualify as applicable Contractors under their contract. Contractors are not required to obtain VPP certification; however, they will be held to the higher safety and health of the AF installation. Contractors should become familiar with VPP, http://www.osha.gov/dcsp/vpp/index.html.

3.4.2 Submission of Total Case Incidence Rate (TCIR) and Days Away, Restricted, and or Transfer Case Incident Rate (DART): Applicable Contractors are required to provide their annual TCIR and DART rates using the Summary of Work-Related Injuries and Illnesses, OSHA Form 300A, not later than the 15th of January to the CO. In the event the Contractor’s rates exceed the most recently published Bureau of Labor Statistics (BLS) national average for the North American Industrial Classification System (NAICS) Code for the applicable industry (MACC II NAICS Code is 236220) the Contractor shall provide a corrective action plan to ensure future rates improve.

3.5 Site Conditions: The Contractor shall be responsible for site investigation for each contract TO. The Contractor is cautioned that projects taking place at existing facilities may present problems which would not be encountered in new construction. Any necessary digging by the Contractor shall be done by hand due to utilities within the building in the project area (as shown on any available government drawings) to replace damaged drains, etc. resulting from epoxy floor coating activities. Contractor shall be held liable for repairs of any broken utility lines or other damage resulting from the broken lines and shall replace damaged items to match existing.

Any component damaged during construction shall be repaired by the contractor at their expense. Contractor shall repair as stated below.

http://www.osha.gov/pls/oshaweb/owasrch.search_form?p_doc_type=STANDARDS&p_toc_level=0 http://www.osha.gov/pls/oshaweb/owasrch.search_form?p_doc_type=STANDARDS&p_toc_level=0 http://www.osha.gov/dcsp/vpp/index.html

3.5.1 Backfilling and Compacting: The Contractor shall backfill the dig area with clean road base and compact the clean road base to a minimum of 95% of maximum density determined in accordance with Method 106 of MIL-STD-621 using CE55 compaction effort.

3.5.2 Testing Compaction: The Contractor shall hire an independent consultant to test compaction of the clean road base and provide results to the CO and COR.

3.5.3 Soil Bearing Capacity: The Contractor shall meet the soil bearing capacity for minor structures of 3000 PSF of soil bearing pressure.

3.5.4 Concrete Replacement: The Contractor shall use Type II Cement that shall meet at a minimum 4000 PSI compressive strength and 650 PSI flexural strength. The Contractor shall meet or exceed the UFGS specifications for concrete. The Contractor shall match the approved material submittal mix design proposed on.

3.5.5 Testing Concrete Strength: The Contractor shall hire an independent consultant to test concrete for slump and flexural strength.

3.5.6 Reinforced Concrete Thickness: The Contractor shall pour interior concrete pads to match existing, typically between 6” and 12” thick, reinforced with rebar pinned into existing concrete with a minimum of #4 or #5 bar 12” on center.

3.6 Submittals: The Contractor shall supply two copies of material submittals per contract TO on an AF3000, to CO, for COR review and approval prior to starting any work. No payments will be authorized for materials or work, which does not have approved required submittals.

3.7 Storage of Materials: If user gives permission to store property within the construction site, the Contractor shall secure and store on-site epoxy floor coating and all property within the construction site. The Contractor shall store packaged materials in original containers until ready for use. Damaged materials will be rejected and shall be promptly removed from the base.

3.8 Warranties: The warranty shall be one year after each TO SOW is satisfactorily completed 100%.

3.9 Cold Weather Precautions: The Contractor shall be responsible for proper application of weather sensitive materials and shall not apply any such materials when weather conditions fall below the minimums recommended by the material manufacturer or the contract specifications (contract specifications state at least 60 degrees Fahrenheit at a relative humidity of less than 80%).

3.10 Protection of Government Property and Personnel: Actual Construction Site: Area in which the work of the contract is accomplished or performed. Storage Areas: Area used for the storage of materials, devices, appliances, and equipment to be used in the work. Transportation Areas: Paved, treated or unpaved areas that are used for transportation or parking purposes.

3.10.1 At a minimum, all projects shall be barricaded and/or demarcated with caution tape, including walkways to restrooms. Furnish, place and maintain all required barricades as directed by the Base Safety Office and the COR. Access drives and doors not going directly into active construction areas shall remain clear at all times.

3.10.2 Prevent any damage to existing floors beyond the limits of indicated floor removal. Existing floors that are damaged by the Contractor shall be replaced in kind or repaired as directed by the CO, at no expense to the Government.

3.10.3 Conduct work so that Government property and personnel, other personnel, and work areas, shall always be protected from inconvenience, damage of any nature, or injury. Contractor shall always present a professional appearance (equipment, conduct, etc.). Extra dust barrier shall be used to form walkways to restrooms as needed to protect personnel. Any damage caused by the Contractor (injury to personnel, damage to government equipment or structure, etc.), due to improper protection or safety measures, shall be compensated, repaired, or replaced at no expense to the Government. If the Contractor does not satisfactorily compensate, repair, or replace the damaged area, the Government reserves the right to withhold payment until damages are satisfactorily remedied.

3.11 Daily Cleanup: The Contractor shall keep the entire construction site, structures, and access ways free of debris and obstructions always. All areas shall be cleaned by the Contractor at the end of each workday. The Contractor shall implement quality control procedures addressing daily deficiencies, correct noted deficiencies in a timely manner, and provide solutions to problems when they arise.

3.12 Covering of Debris: All loads shall be covered by the Contractor before transportation; however, in the event debris does fall out of the truck while hauling, Contractor shall immediately clean it up.

3.13 Removals and Salvage: All materials and equipment resulting from this work not designated for reuse nor designated to be salvaged for the Government, become property of the Contractor, and shall be removed from site and disposed of off base at a certified/approved construction landfill. All excavated material (concrete, etc.)

shall be managed in accordance with Section 3.16 of this SOW (ENVIRONMENTAL PROTECTION) and restore work area back to original condition. Haul to and from each project site on base or off base (Appendix B).

3.14 Final Cleaning: Execute prior to final inspection. Thoroughly clean surfaces exposed to view as directed by the COR. Replace/repair surrounding floors and coatings affected by construction, unless directed otherwise in each TO SOW. Clean site of all construction related and project related debris. Remove waste and surplus materials, rubbish, and construction facilities from the work areas and the site.

3.15 Closeout Procedures: Contract Progress Schedule (AF-3064), Contract Progress Report (AF-3065), Warranty Information, and Complete Record drawings are required for TO closeout. TO cannot be closed out nor final payment made until all TO closeout items have been submitted by the Contractor to the CO. Submit in writing, CO notification, and a list of items to be completed, 5 working days prior to pre-final inspection. At this point the project shall be substantially complete. Remedy deficiencies and notify the CO a minimum of 5 working days in advance of project completion and final inspection. Contractor shall send a second notice of substantial completion and the work will be re-inspected. Upon completion of final inspection, the Contractor shall have five working days to submit warranty information and provide complete record drawings. The CO will notify the Contractor in writing of additional items to be completed or corrected.

3.16 Environmental Protection: The Contractor shall have an Environmental Officer (EO) and maintain credentials as a competent person as defined by Federal/State regulations outlined in EPA, OSHA, and Utah Division of Air Quality. The EO shall apply to paragraphs and sub-paragraphs 3.16-3.16.9. All hazardous material (HAZMAT), regardless of procurement methods or who is using them, shall be authorized for use at Hill AFB or other Hill AFB-managed properties. HAZMAT shall also be tracked in EESOH-MIS. If HAZMAT is needed for the project and an already-existing Hill AFB EESOH-MIS account is available for use through a HAZMART/HAZMAT Distribution Service Center (HDSC), please coordinate with the Unit Environmental Coordinator (UEC) and HDSC Operator. Otherwise please submit the attached spreadsheet to the following contacts, along with current Safety Data Sheets (SDSs) for each HM/chemical: Ms. Tunbridge (angela.tunbridge.ctr@us.af.mil) and Ms. Burton (amanda.burton.7@us.af.mil). Please refer to the attached HMMP guidance document. The Contractor’s EO shall comply with all applicable local, state, federal, and Air Force laws and regulations dealing with environmental and workplace management and protection. In the event of a conflict between any laws or regulations, the most stringent shall apply. These items include, but are not limited to, the following subsequent paragraphs and subparagraphs.

3.16.1 All solid waste shall be collected and disposed of daily. There shall be no accumulation of solid waste unless properly containerized or put within interior active construction area to prevent material being blown about by the wind. No liquids of any kind or solid waste shall be put into base dumpsters.

3.16.2 Paint Cans. Only empty paint cans shall be disposed of at an off-base landfill. Empty containers shall comply with the “Resource Conservation and Recovery Act (RCRA) empty rule” before they become a non-hazardous solid waste. https://www.epa.gov/rcra and Resource Conservation and Recovery Act (RCRA) Overview |

US EPA

3.16.3 In the event that concrete removal is necessary to repair drains, etc., concrete that has been determined by the pre-contract laboratory analysis to be “clean” shall be disposed of at an off-base landfill. Contaminated concrete shall be disposed of at an off-base facility authorized to handle hazardous materials.

mailto:angela.tunbridge.ctr@us.af.mil?subject=angela.tunbridge.ctr@us.af.mil mailto:amanda.burton.7@us.af.mil https://www.epa.gov/rcra https://www.epa.gov/rcra/resource-conservation-and-recovery-act-rcra-overview https://www.epa.gov/rcra/resource-conservation-and-recovery-act-rcra-overview

3.16.4 All spills shall be reported by dialing 911 and giving information as to spill location, type of material and estimated quantity, and if the spill is contained. The Contractor shall ensure appropriate Personnel Protective Equipment (PPE) is available to take care of spill cleanup and handling of residue.

3.16.5 Contractor sites shall be always maintained. Contractor shall be responsible for any damage due to lack of control of fugitive dust. An on-site review will be conducted by the CO, the Construction Engineer, and the Environmental Management Division (75 CEG/CEV) prior to use of any location for contractor setup. A follow-up program for site overview will/shall be maintained by all parties. Release of the site by the Contractor will be accompanied by a final site review, at which time site deficiencies will be noted. The Contractor shall have 7 calendar days to correct deficiencies. Final contract payment will be withheld pending completion of the deficiency list.

3.16.6 If at any time, an authorized inspector for 75 CEG/CEV feels that regulatory requirements listed above are not being followed, 75 CEG/CEV reserves the right to notify the CO and recommend corrective action.

3.16.7 Contractor is prohibited from and shall not pour or wash water into the storm drain system, any sanitary waste drains, or any industrial waste drains.

3.16.8 The Contractor shall comply with all applicable local, state, and federal regulations pertaining to environmental and workplace management and protection. In the event of a conflict between any laws or regulations, the most stringent shall apply.

3.16.9 Sanitary Waste and Industrial Waste: All drains (sanitary and industrial) shall be protected from accepting spilled materials during the entire project.

SECTION IV

LIST OF APPENDICES

APPENDICES DATE PAGES

A Minimum Explosive Awareness 6 March 2023 1

B Hill AFB Map 3 March 2023 1

C Safety, Fire Protection and Health Specification 6 April 2022 8 Industrial Safety Requirements

APPENDIX A

Minimum Explosive Awareness

6 March 2023

EPOXY FLOOR IDIQ

A. When working in the Explosive Clear Zone (MSA I, MSA II, as well as areas of the Airfield, Little Mountain and UTTR as described in Section 12 (Safety Requirements), specifically Sections 12.4 - 12.4.5:

1. Smoke only in posted “Designated Smoking Areas.”

2. “Hot Work” (welding, cutting, brazing, open flames, spark producing equipment, high heat appliances, tools, etc.) requires AF Form 592 issued by the HAFB Fire department before work begins.

3.A speed limit of 25 mph shall be enforced.

4. Park vehicles 100 feet from any explosive facility on a surface free of combustibles. If the vehicle is not required as part of the work effort, it shall be parked in established parking areas or lots.

5. The use of cell phones pagers or radios shall not be used within 10 feet of any explosive facility.

6. Explosive laden vehicles always have the right of way.

7. Roads posted “Explosive Operation in Progress” shall not be used.

8. Each work site shall have, as a minimum, two Type ABC fire extinguishers.

9. Work on facilities, or in areas with explosives requires the prior approval of the facility supervisor and OO-ALC/SEW. Unless the explosives have been removed by USAF personnel before work begins.

B. When working in the explosive areas, use only the minimum number of workers to accomplish the job. Remain in the explosive areas for the minimum amount of time to complete the job. Leave the explosive areas for breaks and lunches.