Attachment 1 - Updated Repair Ext Larcher Chapel SOW.pdf

04 Aug 2020/ Revision A

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STATEMENT OF WORK

Repair Exterior Larcher Chapel

Project # 111161 WO #70742

1.0 INTRODUCTION:

The Contractor shall furnish all equipment, labor, supervision and materials necessary to provide services to clean, repaint/repair all Exterior Surfaces for Building 3709. for Keesler AFB. All work is to be performed in accordance with this statement of work and is subject to the terms and conditions of the contract.

2.0 ACRONYMS/DEFINITIONS:

ACM – Asbestos Containing Material AF – Air Force AFB - Air Force Base AFI – Air Force Instruction APR – Air Purifying Respirator BMP – Best Management Practice BOS- Base Operating Service C&D – Construction and Demolition CE - Civil Engineering CES – Civil Engineering Squadron CEV- Civil Engineering Environmental

CFR – Code of Federal Regulations CM - Contract Monitor CO - Contracting Officer DOD – Department of Defense EISA – Energy Independence and Security Act

EPA – Environmental Protection Agency

FPCON – Force Protection Condition FOIA – Freedom of Information Act FOUO – For Official Use Only FT - Foot GFCI – Ground Fault Circuit Interrupter

HEPA- High Efficiency Particulate Air (filter)

IAW – In Accordance With

IBC – International Building Code IN - Inch LBP – Lead Based Paint MDEQ - MS Department of

Environmental Quality NEC – National Electric Code NFPA – National Fire Protection Association

OSHA – Occupational Safety and Health Act

PM - Project Manager POC – Point of Contact PPE – Personal Protection Equipment RAMS – Random Antiterrorism Measures

RCRA – Resource Conservation and Recovery Act

RFI – Request for Information

SDS – Safety Data Sheets SF – Square Foot SOW - Statement of Work SWPPP – Storm Water Pollution Prevention Plan

SY – Square Yard UFC – United Facilities Guide WO – Work Order TAB - Test, Adjust and Balance

3.0 TASK DESCRIPTION:

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3.1 LOCATION: This contract is to be performed at Building 3709 – Larcher Chapel.

3.2 DESCRIPTION OF WORK:

3.2.1 The Contractor is urged to examine the site and make note of all requirements of the Work before submitting any bids. Any accessories or incidental items not specifically shown on the Drawings and detailed in the Statement of Work herein, which are necessary and/or required to complete the work within the intent of these documents, shall be included by the Contractor without additional cost to the Government. All work shall be performed in strict accordance with the SOW/specifications/drawings and subject to the terms and conditions of the contract.

3.2.2 Utilities for the work will be provided by the Government unless otherwise noted.

3.2.3 It is anticipated that hazardous material will be encountered during the course of work. LBP – Positive for LBP front entrance metal window casing, metal doors/casing. Negative on window frame (wood), painted glass windows and wood soffits.

LBP Location:

Window casing, metal (East side)

Door, metal (South side)

Door Casing, metal (South & West side)

3.2.4 However, should such material be encountered, the Contractor is to immediately stop work and contact the CO. All hazardous material will be dealt with according to paragraphs 4.6, 4.7, 4.8 of this Statement of Work.

3.2.5 SCOPE: Restore the appearance of Larcher Chapel.

Clean, Repaint/Repair all Exterior Surfaces for Building 3709.

• Replace Larcher Chapel sign letters (all signs & bldg. letters); new letters to replicate size, material, and verbiage.

• Replace parking sign placards for Wing Chaplain and Superintendent.

Verify verbiage with CO.

• Replace existing Marquee sign with new single-piece LED display marquee.

• Repaint vents on side of building (color: dark bronze).

• Replace existing gutters and downspouts with new aluminum gutters and downspouts (color: dark bronze).

• Restripe parking lot and ADA/Handicap accessible parking spaces.

• Replace exterior light fixtures with LED lighting fixtures as indicated on drawings.

• Replace exterior windows/metal panels with new impact rated windows and stucco panel as noted on drawings.

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• Repaint canopy overhangs.

• Replace existing hollow metal storefront window and door system with new aluminum storefront window and door system (2) at East Entrances.

• Replace hollow metal door and hardware new hollow door and hardware as indicated on the drawings.

• Replace broken/missing bricks at landscaping planters near Chapel entrances at North Entrance

• Trim all shrubs/bushes at North, South, and East Entrances. Trim bushes a minimum of 12” off building to allow access to clean exterior of building.

• Re-Grade landscaping to correct drainage issues around building at East

(south) Entrance.

• Remove portion of landscaping curb to allow for proper drainage with grading.

• Maintain and preserve any working irrigation system that could be compromised due to work.

• Paint fence and replace panels and supports as needed

• REMOVE EXISTING:

Building Exterior

1. Remove mold, dirt, mildew, and/or algae from building exterior surfaces – all walls, non-adjacent walls included (brick), windows, doors, louvers, lights, signs/letters, ramps, exits, sidewalks, steps, and roof, including planters, screen walls, trash pad screen walls, and parking lot.

2. Remove dirt, debris, and old paint from parking lot, and prepare to re-stripe and paint parking lot and ADA/Handicap accessible parking spaces.

3. Remove broken/missing bricks at landscaping planters near Chapel entrances at North Entrance, and prep for repairs.

4. Remove existing aluminum downspouts, cast iron boots, and concrete splash blocks at East Entrance, and grade landscaping to correct foundation drainage issues.

5. Trim all shrubs/brush at North, South, and East Entrances, 12” from building to allow for exterior building to be cleaned adequately. Grade landscaping to drain away from building. Cut existing concrete planter border in 6 locations (TBD by C.O.) to allow water to drain from within planter.

6. Pressure wash exterior surface with water only. Use care to prevent damage, or further damage from occurring to exterior surfaces.

Exterior Walls & Panels, Windows and Doors

1. Remove existing window and metal insulated panel system and prepare for new impact rated window system and stucco panel.

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2. Remove existing hollow metal storefront system (windows and doors), at East & West Entrance, and replace with new aluminum system.

3. Remove existing hollow metal doors, frames, and hardware at North side of Chapel and at mechanical doors, and replace.

4. Remove existing exterior light fixtures above mechanical room doors (on the south elevation just beyond the west entrance), and at South, and North, and East Entrances, and replace.

5. Remove rust from overhangs and/or other metal surfaces, and prep for paint – windows, door frames, louvers/vents, canopy overhangs, and fence.

6. Prior to pressure washing, remove cracked deteriorated seal at windows and doors at brick wall, and prep for repair.

7. Prior to pressure washing, inspect brick, mortar, and wall panel joints for cracked/broken sealant, mortar, and brick, and prep for repair.

Drains, Gutters, and Soffit

1. Remove existing downspouts from cast iron boots, secure boots to wall and prime and paint boots (dark bronze). Prepare to insert new aluminum downspouts.

2. Remove existing gutters and downspouts, and replace with new aluminum gutters and downspouts. Locate all downspouts as currently located, except at east entrance (south side) which will be moved slightly to the east for drainage purposes. Refer to sheet A3.0.

3. Clean all debris, etc. from existing gutters and downspouts on north side of chapel building.

4. Remove existing trees (2) and bush (1) from east entrance (south side) and regrade away from building. Construct new concrete splash pad/swale, matching existing, from new downspout location to outside edge of concrete planter border. Relocate existing sprinkler head.

Install 4 new ½ gal azalea bushes within area of removed trees and bush.

5. Prior to pressure washing, inspect soffit for damages and repair. Repair soffit to address moisture penetration, splitting, corrosion, and/or cracks.

Building Signs & Signage

1. Replace parking sign placards for Wing Chaplain and Superintendent at parking lot, and replace with new signs. Match existing size, shape and color. Verbiage to be verified with C.O.

2. Remove existing Chapel Marquee sign and replace with new single-piece LED display marquee.

3. Remove and replace existing ‘Larcher Blvd. Chapel’ sign letters. New letters to match existing size and font. Letters are to be pin mounted (similar to existing). Color by C.O.

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4. Install new letters: ‘Lighthouse’ matching size and font of the ‘Larcher Blvd. Chapel’ letters/sign. Sign to be located on south elevation as directed by C.O.

• PROVIDE AND INSTALL NEW:

Building Exterior

1. Clean building exterior surface areas and return to original state. Areas to include all walls, non-adjacent walls included (brick), windows, doors, louvers, lights, signs/letters, ramps, exits, sidewalks, steps, and roof, including planters, screen walls, trash pad screen walls, and parking lot.

2. Re-stripe existing parking spaces and provide accessible parking spaces as required by the ADA Standards for Accessible Design.

Provide accessible parking spaces for Van and Cars with an access aisle. Identify parking spaces with international symbol of accessibility. Install wheelstops at accessible parking and paint to identify parking. Use MDOT approved paint to ensure striping last as long as possible to withstand moderate traffic and fading.

* Reference: ADA Standards for Accessible Design (28 CFR Part 36):

§ 4.1.6 Parking and Passenger Loading Zones Traffic Markings – Repaint existing parking spaces to match existing layout. Apply SealMaster Fast-Dry Traffic Paint (White and Yellow), or equal. Prior to applying traffic paint, remove all loose material and dirt from existing pavement. Freshly applied pavement sealer shall be allowed to cure for a minimum of 24 hours prior to applying Traffic paint. Apply traffic paint either with an approved roller or pressurized line striping spray equipment at wet thickness of 15 to 20 mils as per manufacturer’s written instructions. Allow paint to dry thoroughly prior to opening to traffic.

Colors: Standard color of parking space markings is white. Yellow designates areas not available for parking, such as painted islands at the end of parking rows. Blue designates handicapped – accessible spaces. Red curbs denotes fire lanes where parking is prohibited.

3. Prior to pressure washing, replace broken/missing bricks (5-five-) and mortar joints at landscaping planters near chapel entrances at North Entrance; Use color-matched sealant to seal cracks and joints.

4. Relocate existing downspouts and concrete splash blocks at main entrance on East side of building (as shown on drawings). Grade landscaping to correct foundation drainage issues.

5. Grade landscaping to drain away from building after removing trees

(2) and bush (1) at East (south side) Entrance.

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Exterior Walls – Windows and Glazing Replace exterior windows/metal panels with new impact rated windows and stucco finish as noted on drawings. See Exterior Storefront below for specifications.

Exterior Storefront System

1. Install complete aluminum entrance and storefront system at the two

(2) vestibules on East side of building, and at the West entrance;

storefront design to replicate existing.

Aluminum Exterior Entrance (Impact Rated) Doors shall be equal to:

Series 351 impact doors, medium stile entrance and CG500 framing system by Trulite Glass and Aluminum Solutions, or equal.

Provide panic and standard door hardware acceptable to and fitting for door system used.

Door Closers: Single acting Norton 1601 surface closer with backcheck and with adjustable hold open. Mount closers on interior of doors.

Provide continuous geared hinges on all aluminum door openings.

Pulls: CO-9 pull handles, or equal.

Floor Stops: 2-1/8” high and 2-3/8” long, rubber cushioned.

Thresholds, bumper type, on exterior doors: ½” x width of frame aluminum mill finished threshold, ADA accessible.

Weather stripping on exterior doors: Sealair Weathering

System, EPDM blade gasket sweep.

Finish shall be Class I anodic coating conforming to Aluminum

Association DAF-45 and AAMA 611. Color: Dark Bronze.

Provide 9/16” impact resistant laminated glass.

Provide 7 pin ‘Small Format Interchangeable Cores’ cylinders.

Contractor shall provide Project Manager/Locksmith all removable cores prior to project closeout. Base Locksmith will install and rekey cores after project closeout.

Aluminum Exterior Storefront (Impact Rated) Frames shall be equal to:

CG 500 framing system, by Trulite Glass and Aluminum

Solutions, or equal.

Hurricane Rated, Impact Resistant Insulated Glass: 1-5/16” thick Insulated, Solarbronze + Sungate 500 Low-E Glass consisting of 1/4" Heat Strengthened Outboard/Exterior Lite, 1/2” Air Space, 1/4” Heat Strengthened Outboard/Interior Lite,

0.100 PVB interlayer, 1/4” Heat Strengthened Inboard Lite.

Glazing is an integral part of impact resistant window assembly

V3-CONS-5/20 Page 7 of 21 system and must meet Large Missile Impact resistant standards. (For use in exterior impact aluminum window systems). Wind rating: 177 mph, Risk Category III, Exposure B.

Exterior Doors – Hollow Metal

1. Replace existing mechanical room hollow metal door & hardware (to match existing) as indicated on the drawings. Paint door and frame dark bronze to match existing. Remove and replace existing sealant at frame and wall.

2. Clean existing hollow metal doors, frames, & hardware, to remain, after rust and grime removal; Use a rust inhibitor primer on existing metal doors and frames, and paint, as indicated on drawings. Remove and replace sealant at frame and wall.

Metal Door Paint Color: Dark Bronze Benjamin Moore Ultra Spec 500/Latex/High Gloss, or equal

Exterior Doors – Aluminum

1. Clean doors, frames, and glass. Remove deteriorated seal at doors at brick wall, and repair with color-matched or clear sealant.

Exterior Walls

1. Paint overhangs and/or other metal surfaces, after rust removal – windows, door frames, louvers/vents, canopy overhangs, and fence.

2. Prior to pressure washing, reseal cracks at all windows and doors at brick wall, after removing deteriorated seals.

3. Prior to pressure washing, inspect brick, mortar, and wall panel joints for cracked/broken sealant, mortar, and brick, and repair as necessary.

Also, prior to pressure washing, seal the opening in the exterior wall around the electrical conduit on the west elevation near the exterior mechanical units.

Exterior Finish System at Exterior Window Replacement

1. 1-1/2” Metal Studs, 5/8” DensGlass Sheathing, Stucco Finish System

Stucco Finish System by:

1) Sto Corp. or equal.

Lighting

1. Replace existing exterior light fixtures at mechanical room doors, and at South & North entrances, as indicated on drawing, with: 6W 3000LM LED Wall Pack Light, 120-277VAC 500K Daylight, Photocell dusk to dawn wall pack, 150-250W MH/HPS Replacement, Outdoor Security Lighting Fixtures, Clear Lens (Bronze). *American-made fixtures only.

1521366563A Highlight

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Drains, Gutters, and Soffit

1. Replace existing metal gutters, downspouts, and edge strip with new aluminum gutters, downspouts, and edge strip (color: medium bronze). Provide metal flashing where low wall and gutter abut roof.

Relocate downspouts and remove splash pad to proper location, as shown on drawings.

2. Downspouts shall be 3in. x 4in., Dark Bronze, Aluminum, unless noted otherwise.

3. Gutters shall be 5in., Dark Bronze, K-Style Aluminum, to include Gutter Covers/Guards.

4. Gutter Covers/Guards shall be 5in. wide with rust resistant Aluminum/Stainless Steel Micro-Mesh construction, easy to install with Snap/Lock-in Filter, or equal.

Gutter Covers/Guards by:

1) Spectra Metals (Armour Lock Gutter Guard)

2) Gutterglove (Gutter Guard)

3) InvisaFlow (Metal Lock-in Gutter Guard)

5. Use gutter hangers to mount gutters to fascia, every 18 in. to 24in.

along gutter lengths.

6. Use K-Style Drop Outlets at each downspout location, to divert water away from gutter into the downspout (color: medium bronze).

7. Use 5in. Aluminum Inside Miter Box to allow two pieces of gutter to run along inside roof-line junction (color: dark bronze).

8. Re-install existing two feet (2’-0”) high cast aluminum downspout boot (typical for all downspouts). Prior to replacing cast iron boot at downspouts, clean all cast iron boots and paint Medium Bronze.

Account for all boots at downspouts, and install new boots in areas that are missing.

9. Prior to pressure washing, inspect soffit for damages and repair.

Repair soffit to address moisture penetration, splitting, corrosion, and/or cracks.

Building Signs & Signage

1. Replace parking sign placard with new at Wing Chaplain and

Superintendent parking, at parking lot.

2. Replace existing chapel marquee sign with new masonry mounted outdoor sign cabinet, with an integrated single-piece LED display protected by TUFFAK SL® polycarbonate.

3. Replace “Larcher Blvd Chapel” sign/letters with new building letters. Letters to match existing type, material, size and font. Color by CO.

4. Provide new letter signage “Lighthouse” (matching the “Larcher Blvd Chapel” sign/letters). Locate sign on south elevation ad directed by CO.

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• ATTACHED SPECIFICATIONS AND DRAWINGS:

3.2.6 Reference AF Form 66 Schedule of Material Submittals for submittals that must be approved. The Contractor shall provide all items listed on AF 66 on the AF Form 3000 Material Approval Submittal. Item number on the AF Form 3000 must match the same Item name/number listed on the AF Form 66.

3.2.6.1 All submittal documents received that do not clearly delineate and display the information which is being submitted will be returned to the Contractor.

3.2.6.2 The CO's approval or acceptance of submittals is not to be construed as a complete check, and indicates only that the general method of construction, materials, detailing and other information are satisfactory, to meet the Solicitation and Accepted Proposal. Approval or acceptance will not relieve the Contractor of the responsibility for any error which may exist.

3.2.7 Material: All material furnished by the Contractor for this job shall be new and unused material of high quality unless otherwise noted. The Contractor is responsible for the proper storage of all material until it is installed.

3.3 PERFORMANCE TIME: 120 Days after the ‘Notice to Proceed’ has been signed.

3.3.1 No Work shall begin until all Submittals related to that work have been received and approved.

3.3.2 Punch list items noted in the closeout process shall be fixed before the end of the

Period of Performance or the project will be considered past due.

3.4 PERFORMANCE OF WORK:

3.4.1 Services shall be conducted in conformity with applicable regulations to contribute maximum satisfaction to responsible base offices. All work shall be done in a neat and workmanlike manner and in keeping with generally accepted standards for similar work. Work shall be done with minimum divergence from schedules once established. All work shall be done with minimum disturbance and maximum protection of property. The CM shall be notified 72 hours prior to work starting.

3.4.2 The Contractor must within 24 hours of notice that a delay will be incurred notify the CO in writing. This letter must identify why there will be a delay, and how long. Also the Contractor shall take any actions in his control to prevent delay from occurring.

3.4.3 In order to complete the work on this job, certain Government -owned facilities may have to be removed or altered in some way and others may be inadvertently damaged. It is the responsibility of the Contractor to return these facilities to a condition acceptable to the CO.

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3.4.3.1 Damage to located underground utilities will be repaired at the Contractor’s expense. Repairs shall replace the damaged section “in kind” for storm, sanitary, gas, and water; or replace the entire run to the current standard in the case of communication or electrical.

3.5 JOBSITE MAINTENANCE AND STORAGE AREAS: The Contractor shall maintain the jobsite and staging areas in conformance with Keesler standards.

3.5.1 Lay down/staging areas shall be kept neat and free of loose debris at all times.

Grass shall be cut and maintained regularly. Height and maintenance shall be consistent with normal Base standards and consistent with the immediate area.

3.5.2 Jobsites and lay down/staging areas shall be enclosed with a 6’ chain link fence with brown fabric screening unless otherwise noted. Materials and equipment may be stored inside storage units. Items stored in the lay down area shall be arranged neatly.

3.5.3 All temporary storage trailers and storage containers shall present a neat and clean appearance and shall be in a state of good repair and shall be located within the fenced area described in paragraph above.

3.5.4 If allowed by the contract and if approved by the CO, an office mobile unit may be located outside of a fenced area. At a minimum, this unit shall be in a paved area and shall present a neat, professional appearance. Unit shall be of Keesler standard colors, shall have presentable skirting and access stairs. Ancillary items, such as porches and canopies, shall be neat and painted Keesler brown. Contractor shall submit a picture of the proposed unit for approval and before unit is moved to Base.

3.5.5 Execution of work may require excavation or other type of work both at and away from primary work area. These areas shall be secured and work times shall be kept to a minimum. Open excavations shall be directly in progress or shall be covered directly after work complete. Open excavations requiring extended period of inactivity shall be temporarily backfilled. In no case shall an excavation be open for more than 72 hours. Barricades, fences and other warning devices shall be maintained neatly at all times.

3.5.6 The Contractor shall maintain the premises, including any staging area or storage areas, free from accumulations of waste, debris, and rubbish caused by the Contractor’s work and shall minimize the spread of dust and flying particles. As work is completed, or at the end of each day, the site shall be cleaned and all waste material shall be properly disposed of properly.

3.5.7 Should warnings of winds of gale force or stronger be issued, the Contractor shall take every practical precaution to minimize danger to persons and damage to property. These precautions shall be coordinated through the CO and shall include closing all openings; removing all loose materials, tools, and equipment from exposed locations; as well as removing or securing scaffolding and other

V3-CONS-5/20 Page 11 of 21 temporary work. Contractor will follow Keesler AFB requirements for Hurricane Conditions in force.

3.6 SUPERVISION: Contractors shall provide competent supervision familiar with the project at all times when work is in progress. Contractor is responsible for scheduling and coordinating various trade activities. Contractor is also responsible for assuring that all work accomplished and materials used are in accordance with industry standards.

3.7 ACCESS: The CO shall have access at any and all times to the Contractor's equipment, materials, supplies, assigned areas and sites of operation for inspection purposes.

3.8 HOURS OF OPERATION: The Contractor will be able to accomplish this work between the hours of 7:00 AM and 5:00 PM. The Contractor will not normally be permitted to work on weekends or on the following federal holidays (or the day the Federal Government observes these holidays) unless approved by the CO. To be approved by the CO, the Contractor shall provide documentation showing work performed outside the hours of work will benefit the project’s mission. If approved by the CO, the Contractor shall coordinate such work with the CM at least seventy-two (72) hours in advance:

New Year's Day Labor Day Martin Luther King, Jr.'s Birthday Columbus Day Washington's Birthday Veteran's Day Memorial Day Thanksgiving Day Independence Day Christmas Day

The following days are not federal holidays but may require work stoppage:

Special Olympics- Thursday through Sunday of First NON-Training weekend in May

3.9 PERMITS:

3.9.1 Contractors will be required to obtain permits as required by Keesler in the performance of their work. Contractors shall post or have readily available all permits before work is commenced

3.9.1.1 The following permits must be obtained anytime referenced work is required.

DIG PERMIT, Vectrus Customer Service BURN PERMIT, Keesler AFB Fire Department CONFINED ENTRY PERMIT, (certified personnel only)

Obtain permit from Vectrus CM or Safety Office. Notification to Fire Department of actual day and time work is accomplished.

3.10 INTERRUPTION OF SERVICES:

3.10.1 If interruption of any building utility services such as but not limited to the following, chilled water, electrical power, domestic water, fire protection water

V3-CONS-5/20 Page 12 of 21 supply, or communications etc. are required, the Contractor shall perform the work on normal work week hours after receiving approval, during the weekend, or on non-training Fridays. The Contractor shall coordinate the interruption of the utilities 14 days in advance with the CM and user regardless of the option chosen.

The Contractor shall include any additional cost of performing the work in their original bid.

3.10.2 The Contractor shall fill out a “utility service outage request form” and submit it to the Contracting Officer. The Contracting Officer may require the Contractor to attend a coordination meeting to assess the purpose, intent, and impact of the outage request with the facility and any or all operations departments. Contractors shall not shut-down or start-up any mechanical, electrical and/or plumbing system without the coordination and/or permission of the CO.

3.11 JOBSITE SAFETY:

3.11.1 The Contractor shall take all necessary and prudent safety precautions to ensure the safety of the workforce and other exposed personnel. The Contractor shall observe all Safety, Security, Traffic and Fire regulations presently enforced at Keesler Air Force Base and comply with latest issue of OSHA requirements.

Contractors shall comply with the Occupational Safety and Health Act (OSHA, Public Law 91-596) and the resulting standards, OSHA Standards 29 CFR 1910 and 1926. The detailed provisions of the act for accident prevention are directly applicable to all Contractor operations. Prime Contractors are also responsible for ensuring any Contractors also adhere to OSHA Guidance. OSHA compliance officers can visit Contractor worksites on the installation.

3.11.2 Contractors are responsible for ensuring all industrial safety provisions are followed. Take immediate corrective action to comply with safety regulations if informed of a violation by the CO.

3.11.3 Contractors must report all accidents involving Air Force people, property, or equipment damage, and any Contractor personnel injured in the performance of the air force contract to the CO.

3.11.4 Contractor shall comply with all aspects of the National Fire Protection Association (NFPA) Standard 241, "Standard For Safeguarding Construction, Alteration, And Demolition Operations," current edition, and United Facilities Criteria (UFC) 3-600-01, “Fire Protection Engineering For Facilities,” current edition.

3.11.5 Provide safety protection and precautions for any electrical exposure. Temporary lighting shall have metal cages around the lamp and shall be turned off when not in use and no fire watch is present.

3.11.6 Ground Fault Circuit Interrupters: Whenever Contractor uses portable electrical tools or equipment in an outside location where operator will be in contact with a grounded surface or in an interior wet location where floor is conductive such as

V3-CONS-5/20 Page 13 of 21 concrete, Contractor shall provide and use a portable ground fault circuit interrupter (GFCI). This shall apply wherever electric power is supplied through government-owned facilities. Contractor shall be responsible for maintaining the GFCI in operating condition and testing it before each use.

3.12 PASSES:

3.12.1 Contractor Notification Responsibilities: The Contractor shall provide a written notification to the CO. The notification shall include the names and contact information (phone number, and email) of a minimum of two Contractor representatives (preferably the contracting agent and the project supervisor) that will be responsible for this project and have 24 hour contact availability to answer any questions or address any issues that may arise that are related to this project.

3.12.2 Passes for Contractor employees may be requested through the assigned CM.

Requests shall include full name of employee as it appears on their identification, length of pass needed (up to 30 days), and days needed (if other than standard working hours).

3.12.3 Paperwork required for passes:

3.12.3.1 For vehicle operators: 1] Current driver license for each employee in support of work on Keesler AFB. 2] Vehicle Registration and Proof of Insurance.

3.12.3.2 For non-vehicle operators: Current driver license, official ID card, or passport.

3.13 REPORTING REQUIREMENTS: The Contractor shall comply with AFI 71-l0l, Volume1, Criminal Investigations and Volume-2, Protective Service Matters, requirements. Contractor personnel shall report to an appropriate authority, any information or circumstances of which they are aware may pose a threat to the security of DOD personnel, Contractor personnel, resources, and classified or unclassified defense information. Contractor employees shall be briefed by their immediate supervisor upon initial on-base assignment and as required thereafter.

3.14 PHYSICAL SECURITY:

3.14.1 Areas controlled by Contractor employees shall comply with Base Operations Plans/instructions for FPCON procedures, Random Antiterrorism Measures (RAMS) and local search/identification requirements. The Contractor shall safeguard all government property, including controlled forms, provided for Contractor use. At the close of each work period, government training equipment, ground aerospace vehicles, facilities, support equipment, and other valuable materials shall be secured.

3.14.2 The Contractor shall not employ persons for work on this contract if such employee is identified by the government or BOS Contract officials as a potential

V3-CONS-5/20 Page 14 of 21 threat to the health, safety, security, general well-being or operational mission of the installation and its population.

3.15 VEHICLE SAFETY AND TRAFFIC LAWS:

3.15.1 The Contractor and its employees shall comply with base traffic laws and regulations.

3.15.2 The Contractor shall ensure employees have a current and valid driver’s license and commercial permits/licenses for the type of vehicle operated, before allowing the employee to operate a Contractor-owned or rental vehicle on Keesler AFB.

3.15.3 The Contractor shall provide all vehicles to perform the requirements of the contract. All vehicles shall be in operable condition and meet local, state and federal safety requirements, and be specifically designed for the purpose intended for use. Vehicles shall have, clearly visible on each side, the Contractor company name, a unique vehicle identification number, in addition to all required Department of Transportation (DOT) markings and information.

3.15.4 Air Field Driving: All Contractors must receive airfield drivers training prior to receiving notice to proceed or prior to driving on the airfield IAW (AFI 13-213, 2.1.3.39.7.) This training will be provided by Airfield Management at B0233 PH:

228-377-2215.

3.15.5 Cellular Phones: The use of cellular phones while operating a vehicle is prohibited while on Keesler AFB property.

3.16 FREEDOM OF INFORMATION ACT PROGRAM (FOIA): The Contractor shall comply with DOD5400.7-R_AFMAN 33-302, Freedom of Information Act Program (FOIA), and requirements. The regulation sets policy and procedures for the disclosure of records to the public and for marking, handling, transmitting, and safeguarding For Official Use only (FOUO) material.

4.0 ENVIRONMENTAL:

4.1 RECYCLED CONTENT AND BIO BASED PRODUCTS: Executive Order 13514 dated 5 Oct 09, outlines the federal government’s special responsibility to lead the way in building markets for recycled goods. Green procurement is the name given by the Air Force to this buy-recycled purchasing program. The intent of the program is to stimulate recycling by providing a market for new products manufactured with bio-based or recycled materials. The legal authority for the Green Procurement Program comes from the Resource Conservation and Recovery Act (RCRA) Section 6002. It requires federal agencies to give preference in their purchasing programs to products and practices conserving and protecting natural resources and the environment. If applicable, material and product submittals for all recycled-content items should list the recycled and recovered materials used and the percentage content (by weight).

Submittals for bio-based products should describe the bio-based materials used and the percentage content (by weight). This data is required to be submitted by the Contractor

V3-CONS-5/20 Page 15 of 21 on an AF Form 3000 (Material Approval Submittal) to the CO upon completion of performance (construction).

4.2 ENVIRONMENTAL PROTECTION: Contractor personnel shall, at all times, perform all work and take such steps required to prevent any interference or disturbances to the ecological balance of the environment. All work must be performed in accordance with applicable Federal, State, Local, and Air Force environmental regulations. Use good management practices to protect air, water, land and wildlife and to prevent noise, solid waste, radiant energy, dust and radioactive pollutants. In the event of a chemical or hazardous material spill, the Contractor must immediately notify the Keesler Fire Department at 911 (identify that you are located on Keesler AFB) and the Keesler BOS Contractor environmental representative at 228-377-1262.

4.3 WASTE MATERIALS: Unless otherwise specified, all waste materials, excess dirt and rubble, empty containers, etc., shall be disposed of at an approved off-base location in accordance with all applicable Federal, State, County and Municipal laws.

4.3.1 Solid Waste Management:

4.3.1.1 Designate individuals on the Contractor’s staff who are responsible for

Construction and Demolition (C&D) waste prevention and management.

4.3.1.2 Develop procedures for collecting and storing C&D waste on project sites, including designating locations for waste containers, sorting or separating methods, handling and transporting of wastes, special handling requirements, and scheduling for waste and recycling collection.

4.3.1.3 Develop descriptions of how the C&D materials will be recycled or reissued. The information should include any on-site storage and processing areas and a description of the processing and equipment.

4.3.1.4 Records shall be maintained for all C&D projects to document the quantity of waste generated; the quantity of waste diverted through sale, reuse, or recycling; and the quantity of waste disposed by land filling or by incineration.

4.3.1.5 Contractors shall provide these records to the CO in accordance with contract requirements.

4.3.1.6 In accordance with Executive Order 13514, Keesler AFB will divert 60% of all C&D waste.

4.3.1.7 Manage solid waste in accordance with the Keesler AFB Integrated Solid Waste Management Plan.

4.3.1.8 For any questions regarding solid waste, please contact VECTRUS/ CEV at 228-377-1262.

4.4 HAZARDOUS MATERIALS: In the event that hazardous materials will be used in the execution of this contract, the Contractor will be required to provide a list of materials, quantities, and Safety Data Sheets (SDS) to the Contracting Officer before work begins.

The hazardous materials must be approved through the Keesler Hazardous Materials Management Program prior to being brought onto Keesler AFB. This approval process

V3-CONS-5/20 Page 16 of 21 may take up to two weeks, which should be considered in the performance period of this contract. Unless otherwise specified, all unused hazardous materials should be removed from the base at the end of the project.

4.5 STORM WATER MANAGEMENT: If ground disturbing activities will take place as part of this project, the following items must be completed:

4.5.1 For any construction activity greater than 5,000 square feet of ground disturbance, the Contractor shall comply with all provisions of the Energy Independence and Security Act (EISA) concerning storm water run-off from Federal development projects.

4.5.2 The construction Contractor shall complete all paperwork necessary, including the Storm Water Pollution Prevention Plan (SWPPP) to apply for the appropriate Large (>5 acres) or Small (>1 acre but <5 acres) Construction Storm Water General Permit (Permit) from the Mississippi Department of Environmental Quality (MDEQ).

4.5.3 The Contractor shall furnish Vectrus/CEV copies of the Permit application, SWPPP, Permit, confirmation letter from the MDEQ and any other pertinent storm water information related to the project.

4.5.4 The initial storm water permit application and original SWPPP shall be submitted to Vectrus/CEV for review and comment prior to or at the time of submittal to the

MDEQ.

4.5.5 The Contractor shall comply with all provisions of the Permit throughout the duration of the project.

4.5.6 Any construction site/land disturbance activity greater than 20,000 sq/ft, but < 1 acre shall have a SWPPP prepared and approved by Vectrus/CEV prior to construction or implementation of the land disturbance activity.

4.5.7 The Keesler AFB Small Municipal Separate Storm Sewer System (MS4) Permit requires Keesler AFB to maintain a file for each construction site. The file must contain the storm water training credentials of all Contractor personnel involved in storm water management at each construction site. The Contractor shall furnish Vectrus/CEV copies of storm water training credentials for all pertinent employees prior to commencement of construction activities. Vectrus/CEV training information is available to the Contractor.

4.5.8 The Contractor shall modify the SWPPP at any time to ensure the SWPPP is current with the existing site conditions at any time for the duration of the project.

4.5.9 The Contractor shall maintain all appropriate post construction storm water (BMPs) until final site stabilization is achieved.

4.6 REQUIRED ASBESTOS ABATEMENT AND MANAGEMENT PROCEDURES:

These steps are in accordance with Air Force Instruction (AFI), EPA, and MDEQ.

OSHA regulations govern all worker safety requirements and must be complied with at

V3-CONS-5/20 Page 17 of 21 all times by the Contractors and sub-Contractors. These requirements are summarized in the Keesler Air Force Base Asbestos Operations and Management Plan.

4.6.1 The following steps are required by all personnel or Contractors doing work on Keesler AFB.

4.6.1.1 If the personnel or Contractor encounters what they think may be asbestos, they are required to stop and call the KAFB Asbestos Point of Contact (APOC) at the Keesler Environmental Section, which is Dale Woodall at 228-377-1262 or EMCS (228- 377-4179) after hours.

4.6.1.2 Once it is determined by the APOC that asbestos is present, the following actions described below are required (Only the APOC and Bioenvironmental are certified to make that determination).

4.7 NO ABATEMENT WORK IS TO BEGIN WITHOUT WRITTEN APPROVAL FROM

THE APOC: A Mississippi State certified asbestos abatement Contractor must be used to conduct the abatement. Please note that non-friable asbestos can easily be made friable and become regulated.

4.7.1 Before: The following documents must be submitted to the Asbestos POC and approved in writing before abatement can begin:

4.7.1.1 10 Day MDEQ notification and return acknowledgment letter.

4.7.1.2 Asbestos Hazard Abatement Plan (to be certified by a Mississippi

Certified Management Planner and/or Certified Industrial Hygienist).

4.7.1.3 Asbestos Work Plan (scope of work, removal procedures, worker protection, air monitoring, disposal location, containment procedures).

4.7.1.4 MDEQ Asbestos Abatement Certification for the Company.

4.7.1.5 Supervisor’s qualifications and state certification.

4.7.1.6 CURRENT State Certifications (applications will not be accepted) for all individuals working on site.

4.7.1.7 Respirator fit tests for all individuals.

4.7.1.8 Physicals for all individuals.

4.7.2 During: Once the submittals are approved in writing, the following actions are required.

4.7.2.1 The Contractor is required to set up their containment areas, negative air machine, and critical barriers and obtain approval from the Asbestos POC to begin work.

4.7.2.2 The Asbestos POC routinely checks the abatement work to ensure that the containment area and critical barriers are secure, that the workers are wearing the appropriate personal protective equipment that the asbestos-containing material is being bagged appropriately, and that air monitoring is being conducted on the workers and outside the abatement area. This also includes reviewing the daily log maintained on site to assure that no uncertified individuals are performing abatement work.

V3-CONS-5/20 Page 18 of 21

4.7.2.3 Upon completion of the abatement work, the Contractor contacts the Asbestos POC to conduct a walk-through of the area and approve that all abatement has been completed and that the area has been cleaned of asbestos fibers. This action will require at least a 24-hour period. Please reference cleaning procedures in the Asbestos Management and Operations Plan.

4.7.2.4 Air sampling results are required to be collected and submitted for approval by the Asbestos POC before the containment area, negative air machine, and critical barriers can be removed.

4.7.2.5 All asbestos waste must be handled and disposed of in accordance with State law. The Asbestos POC must review the waste prior to leaving the base and the manifest will be signed by a designated Keesler government representative. Contractors will not sign manifests for asbestos containing material (ACM).

4.7.3 After: After the abatement has been complete and approved by the Asbestos POC, the Contractor shall submit the following items in a post-job submittal to be maintained in the Asbestos Abatement Files.

4.7.3.1 Air sampling results.

4.7.3.2 Daily report logs.

4.7.3.3 Daily worker sign in/out sheets.

4.7.3.4 Waste manifest (Generator Copy)

4.7.4 The Asbestos POC and Environmental Section (VECTRUS/ CEV) are available at any time to provide asbestos awareness training and consultation to CM’s, PM’s, Contractors and Sub-Contractors prior to beginning the project.

4.8 REQUIRED LEAD-BASED PAINT MANAGEMENT PROCEDURES: Appropriate OSHA worker protection is the responsibility of the employer. All projects will be monitored and inspected by VECTRUS/ CEV. The purpose of these instructions is to provide guidance to safely remove or encapsulate lead-based paint without causing a hazard. All work must be performed in accordance with OSHA, MDEQ and any local regulations for all work and disposal. The regulations are divided into two parts; a) lead-based paint on non-child occupied/non-target housing buildings and b) child occupied/target housing buildings.

4.8.1 Non-child occupied/ commercial buildings:

4.8.1.1 For non-child-occupied/commercial buildings, the minimum requirement for Contractors is to protect workers IAW OSHA requirements, use poly lay-down to collect paint chips, and turn into VECTRUS/ CEV for disposal. At minimum the supervisor of the project should be LBP trained and supply proof of certification before work begins. The Contractor shall notify VECTRUS/ CEV before start of any project. Contractor must place plastic on the ground sufficient to capture all loosened paint chips and control water run-off. Removal methods preferred at Keesler AFB are the

V3-CONS-5/20 Page 19 of 21 use of an approved chemical stripper or wet sanding methods for better collection of LBP chips and waste. These processes minimize lead dust and allow for maximum collection of LBP chips.

4.8.1.2 The Contractor shall meet with VECTRUS/ CEV prior to beginning the project to discuss protective measures, best management practices (BMP’s), any landfill disposal, and maintenance of chips and their collection (until they are turned over to VECTRUS/ CEV).

4.8.1.3 Any buildings with lead-based paint, if bead blasted to remove old paint, shall be supervised by a Contractor with proper training. Bead blasting upon prior approval only (see preferred method above).

4.8.1.4 The Contractor, under OSHA rules, must comply with the lead based paint rules (including notification to VECTRUS/ CEV, if the job is abatement), certify appropriate training, and maintain personal monitors on workers until it is demonstrated there is no airborne lead risk.

4.8.1.5 VECTRUS/CEV will inspect all projects involving Lead Based Paint removal and any required documentation must be provided to VECTRUS/ CEV prior to beginning work.

4.8.2 Child-occupied/target housing buildings:

4.8.2.1 Any child-occupied/target housing building older than 1978 must be painted using Lead Paint Protocol, including poly-lay-down, collection of paint chips, and the Contractor must always have a minimum of lead hazard training for all workers. The Contractor shall notify VECTRUS/CEV before start of any project.

4.8.2.2 A paint Contractor must collect paint chips in their own clean buckets and have VECTRUS/CEV dispose (if contract requires VECTRUS/ CEV dispose). Contractor must place plastic on the ground sufficient to capture all loosened paint chips and control water run-off.

4.8.2.3 For work on child-occupied/target housing buildings falling under the Lead Paint Protocol, the Contractor must use water or amended water when scraping or chipping. All members of the Contractor’s work force must wear protective clothing and comply with all OSHA rules and regulations. OSHA regulation compliance is the employer’s responsibility and is subject to inspection by OSHA and the Base. Suggested PPE include foot protection (ex. Rubber Boots) worn while on the poly. All PPE shall be stored on the protective plastic when not in use and shall be decontaminated or disposed of in an approved manner. Minimum respiratory protection for any OSHA “trigger task” such as scraping, manual sanding, demolition, heat gun and power tool cleaning is a half-mask air purifying respirator (APR) with HEPA filter that is at least 99.97 percent efficient (i.e. P100). APR fit tests evidence must be provided for inspection. Other circumstances may warrant higher protection. PPE determination is the responsibility of the Contractor.

V3-CONS-5/20 Page 20 of 21

5.0 DELIVERABLES:

5.1 INSPECTION AND ACCEPTANCE: Inspection and Acceptance of services will be performed at Keesler AFB, Mississippi by the User, Facility Commander, and/or a member of 81st CES, along with the Vectrus Keesler BOS Contract Monitor (CM), and Contracting Officer. Inspection and acceptance will be conducted in accordance with this

SOW.

5.2 INSTALLED EQUIPMENT:

5.2.1 Contractor will furnish manufacturer warranties as needed for any component incorporated into this project such as equipment; any component installed in or made a part of the existing structure and any exterior or interior finishes, etc.

5.2.1.1 A 1 year warranty on material and labor.

5.2.1.2 The manufacturer’s warranty, if applicable.

5.2.2 All Operations and Maintenance manuals for any equipment supplied as part of the project.

5.3 REPORTS: The Contractor shall supply any third party reports, test and balance reports, communication signal tests, etc. to the CM as soon as they are available or before project acceptance.

5.4 AS BUILT DRAWINGS: The service provider shall provide as-built drawings regardless of any deviation from the original design. The drawings shall be RED lined markups (from either In-house Design or AE Design drawings) and shall be updated daily as necessary and turned in to the CM at the end of the contract.

5.5 DAILY PROJECT REPORTS: Contractor shall submit reports for the project every Tuesday of each week to cover the previous Tuesday thru Monday dates. (Only accepted on Vectrus Forms)

6.0 CONTRACT TECHNICAL MONITOR:

6.1 The Contract Monitor (CM) is a Vectrus Keesler BOS employee assigned to interface with the Contractor. The CM is authorized to provide technical direction within the scope of the Contract. All technical direction shall be issued to the Contractor via a Request For Information (RFI) countersigned by the CO.

The PM for this Contract is:

Name: George Reed

Phone: george.reed.6.ctr@us.af.mil Email: 228-377-5823 Mailing Address:

508 L Street (B4705) Keesler, AFB, MS 39534

The CM for this Contract is:

Name: Dennis Fink Phone: 377-4100 Email: dennis.fink.ctr@us.af.mil Mailing Address:

508 L Street (B4705) Keesler, AFB, MS 39534

6.2 The CM can assist the Contractor in the interpretation of technical requirements and performance of the effort required. The CM shall have no authority to impose additional

V3-CONS-5/20 Page 21 of 21 requirements or to change or delete existing requirements of the Contract. Any clarification provided by the CM concerning the work to be performed shall not be construed as a change to the Contract. Any changes to the original Scope of Work must be approved in writing by the Contracting Officer prior to work being performed.

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STATEMENT OF WORK