Attachment 1 - Statement of Work.pdf

673 Civil Engineer Squadron Joint Base Elmendorf‐Richardson, AK

STATEMENT OF WORK

REMOVE/REPLACE FLOORING BLDG 690

HJZH 21 11089

17 August 2021

SECTION 1: PROJECT INFORMATION

1.1 PROJECT LOCATION: Joint Base Elmendorf‐Richardson (JBER) is located on the northern edge of Anchorage, Alaska and is accessible from the Glenn Highway at Boniface Parkway.

The project location is on the Richardson side of the installation at Bldg 690.

1.2 UNIQUE REQUIREMENT: Project to be implemented while accommodating user needs of the facility. Contractor shall request approval of any downtime/outages a minimum of 10 work days in advance. Of particular importance is the necessity to protect users and occupants of the facility from falling debris and life safety issues. Contractor staging areas will be identified by the Facility Manager, Fire Department, and 673 CES/CENMP. Safety areas and caution notices are to be provided by the Contractor. Remove, relocate, and reinstall furniture associated with flooring replacement.

COVID Base Access Information: When work under this contract requires unescorted entry to controlled or restricted areas, the contractor shall comply with AFI 31‐101, Integrated Defense, and DODMAN5200.02_AFMAN 16‐1405, Air Force Personnel Security Program.

Contractors requiring access to any area on Joint Base Elmendorf‐Richardson (JBER) shall comply with installation, state, and local COVID‐19 policies and mandates and respect any guidelines or restrictions imposed by local businesses. These policies and mandates frequently change. COVID‐19 policies and mandates are found at https://www.jber.jb.mil/Coronavirus/ for JBER COVID‐19 Policy Memo, https://covid19.alaska.gov/ for State of Alaska COVID‐19 Coronavirus Information, and https://covid‐responsemoa muniorg.hub.arcgis.com/pages/emergency‐orders for the Municipality of Anchorage Emergency Orders. Failure to comply with the guidelines or restrictions may result in suspended access to JBER or debarment. Contractors shall comply with the above‐referenced documents] citing the appropriate paragraphs as applicable.

1.3 PROJECT DESCRIPTION: Project is to remove and replace approximately twenty‐thousand square feet (20,000 Sq. ft.) of flooring, twenty‐five hundred linear feet (2500 LF) Cove Base, floor leveling, and mold remediation in building 690, Buckner Gym. An approved 100% drawing shall be required prior to installation. Work (see attached drawings) includes, but not limited to removal and replacement of flooring materials, cove base, adhesive, thresholds, and sub floor stabilization within a busy and multi‐use military fitness center.

The installation of the flooring shall be completed by a specialized team in which the flooring vendor uses exclusively to perform installation of all projects of these makes and models of their (the vendor’s) flooring. The installer shall have a long‐standing history of installation of the specific makes and models of the flooring being installed and within high level athletic centers. Additional work may include, but not be limited to, all associated electrical, plumbing, cabling, concrete and subfloor leveling/ repair, paint repair due to removal, and other systems that may require relocation to accomplish the work. Any penetrations or holes due to the installation or removal of cable, cable trays, conduits, pipes, tubes, combustion vents, ducting, wires, or similar that pass through the walls must be provided with a firestop system or device IAW NFPA 101, Section 8.3.4. There has been NO asbestos containing materials (ACM) nor Lead based paints (LBP) identified in this area. Use lead and asbestos free materials, submit all paint and colors for approval prior to use. Contractor shall reference and comply with the attached Environmental Protection Specifications on JBER (28 Oct 2020 Rev 3); Section 01600 Management of Hazardous and Solid Waste – JBER. All signage shall conform to base sign standards IAW (UFC). Upon completion of the project, all warranties shall be signed/validated by the flooring manufacturer for the full stated warranty period and provided to the Contracting officer before final acceptance of the project.

1.4 QUALIFICATIONS:

1.4.1 The installation of the flooring shall be completed by a specialized team in which the flooring vendor uses exclusively to perform installation. The installer shall have a long‐standing history of installation of the specific makes and models of the flooring being installed and within high level athletic centers.

1.4.2 The contractor submitting proposal shall submit a minimum of 2 references with contact information from previous completed installations of the same or similar flooring within the past 36 months as part of their bid. References are to show clear expertise in product selection, installation procedure, and outcomes consistent with the expectations of high level fitness, human performance, and strength and conditioning facilities.

1.4.3 Fitness Center Director will serve as the technical advisor of characteristics, color, design, and technical acceptance of flooring.

1.4.4 Contractor shall provide sufficient detail within the 95% design drawings submittal to show items including but not limited to: exactness of measurement, construction quality, installation capabilities, etc. for approval.

1.4.5 All installation team members shall be experienced installers of the flooring systems and certified by the flooring manufacturer to install the specified sports flooring required. The contractor shall submit certification from the flooring manufacturer for the flooring installation team.

1.4.6 All members of the installation team shall have recent experience working with the vendor of the flooring being installed.

1.5 SPECIAL CONDITIONS:

1.5.1 The contractor shall provide an independently created CAD or CAD like rendering of their own capabilities as well as a detailed listing of the material specifications being provided for this project for Government approval. There is no specific rendering format to be followed, however, the rendering shall show exactly what the customer expects to be installed, to scale, including but not limited to the flooring color, texture, doorways, thresholds, flooring rolls coverage, and inlayed logos.

1.6 DEMOLITION:

1.6.1 Contractor shall submit Demo Plan ten (10) days post Notice to Proceed (NTP).

1.6.2 Demolish existing flooring, cove base molding, and associated adhesive material as marked on drawing 1 (Demo); approximately 5000 sqft 28 x 28 inch vinyl tiles, 5500 sqft 3/4in. rubber matting, 1600 sqft 1/2in interlocked rubber matting, 1600 sqft cedar flooring down to subfloor, and 1800 sqft low pile carpet and padding. Dispose of all material in accordance with Environmental Protection Specifications on JBER (28 Oct 2020, Rev 3)

1.6.3 The facility will move government equipment that is not to be disposed of to allow access to the flooring areas to be demolished and replaced.

1.7 NEW WORK: Contractor must submit all materials for approval prior to purchase and install.

The D‐B Contractor shall submit a 95% and 100% design for Government approval prior to purchase and install of any materials. Proceed with construction only after receiving final approval from the Government. Repair any damage to the wall finishes that occurs from demolition. Touch up paint as needed in the surrounding area, and paint any newly installed/finished GWB with one coat primer and two coats paint, matching the adjacent paint profile/thickness. Submit an electronic copy of the flooring warranty to the Contracting Officer for approval 30 days prior to start of installation.

1.7.1 General Conditions: New flooring to be installed is for different purposes, different thicknesses, and different textures, therefore:

1.7.1.1 The end product as installed shall not have any trip hazards.

1.7.1.2 The installer shall account for any transitions from higher or lower flooring and provide transitions as part of the installation ensuring doors open and close fully and freely.

1.7.1.3 Every door shall be able to swing fully open and fully closed freely and without obstruction.

1.7.1.4 Installation timelines shall be coordinated with the Fitness Center Director as to minimize impact to patrons.

1.7.1.5 Dust and containment barriers shall be coordinated with fitness center 48 hours prior to erecting and maintained until taken down.

1.7.1.6 Cove Base shall be sealed to prevent water infiltration to walls and under flooring.

1.7.2 Hallways and Lobbies: Approximately 8400 Sqft

1.7.2.1 Flooring is to be multipurpose vinyl flooring consisting of the largest continual roll possible, the color of slate, and color match heat weld for vinyl seams.

1.7.2.2 Flooring shall meet or exceed these characteristics:

1.7.2.2.1 Vinyl top layer shall be factory laminated to rubber backing

1.7.2.2.2 A minimum total thickness of 6.9mm

1.7.2.2.3 a minimum 5mm base layer

1.7.2.2.4 maximum total thickness of 7.5mm

1.7.2.2.5 Force reduction rate no less than 11.5% (ASTM F 2772)

1.7.2.2.6 Coefficient of friction >0.6 (ASTM D2047)

1.7.2.2.7 Dynamic Rolling Load 10,000 cycles ‐ No change, no damage (ASTM F2753

1.7.2.2.8 Abrasion Resistance Group T/Type I (EN 649/ISO 10582

1.7.2.2.9 Behavior to Fire – Class 1 (ASTM E648)

1.7.2.2.10 Vertical Deformation 0.72mm (Class B) (ASTM F2772)

1.7.2.3 New cove base shall be no shorter than 5 inches, color on approval.

1.7.3 Strength and Conditioning Rooms: Approximately 4200 Sqft The intent is to build an area designed to handle heavy impacts of power lifting with hundreds of pounds of force impacting from 7+ feet up

1.7.3.1 Flooring ‐ shall meet or exceed these characteristics:

1.7.3.1.1 Color ‐ smoke gray (95% color).

1.7.3.1.2 Rolled rubber and the longest continuous role possible

1.7.3.1.3 Have a minimum total thickness of no less than 25.1mm and a maximum of

25.5mm.

1.7.3.1.4 Composed of an upper dual layer/dual laminated rubber on top of a shock pad that shall be no less than 11mm thick.

1.7.3.1.5 Include a 3.2mm thick wear layer, factory laminated to a 10mm thick performance backing

1.7.3.1.6 Total force reduction rate no less than 40% (ASTM F 2772)

1.7.3.1.7 Tensile strength >200 PSI (ASTM D412)

1.7.3.1.8 Flexibility ¼” Mandrel – Pass (ASTM F 137)

1.7.3.1.9 Thermal Conductivity 2.1 Btu‐in/h‐ft‐F (ASTM C 518)

1.7.3.1.10 Static load limit 0.004” Pass (ASTM F 970 @ 250PS

1.7.3.1.11 Coefficient of Friction >0.9 (ASTM D 2047)

1.7.3.1.12 V.O.C. Compliant – Yes (ASTM D 5116)

1.7.3.1.13 Abrasion Resistance <1g, 1000 cycle (ASTM D 3389 / EN 649)

1.7.3.1.14 Surface effect slip resistance 92 (ASTM F 2772)

1.7.3.1.15 Vertical deflection / deformation 1.6mm (ASTM F 2772)

1.7.3.2 Lifting Platforms: shall be installed with 10 – 6ft X 8ft inlay logo platforms (reference weight room layout for exact location of the platforms).

1.7.3.2.1 Platforms to be installed directly across from weight lifting power racks

1.7.3.2.2 Each lifting platform shall be composed of a lifting area and two drop zones;

drop zones will be colored black.

1.7.3.2.3 Inlay logos to be installed (see attached JBER S&C Logo) and shall be separately cut pieces of colored flooring, with the above specifications, glued in place, and shall not be a sticker or sticker like product installed on top of the flooring.

1.7.3.2.4 Lifting zone color outside of logo shall match main flooring.

1.7.3.3 Flooring shall come with a 16 year manufacturer’s warranty.

1.7.3.4 Warranty shall be submitted by the vendor as a signed warranty letter directly from the product manufacturer for both material and adhesive.

1.7.3.5 Cove base ‐ shall be 6‐inch, color on approval.

1.7.4 Front Desk: Approximately 220 Sqft flooring meant for employees standing in place for the entirety of their shift.

1.7.4.1 Flooring shall meet or exceed these characteristics:

1.7.4.1.1 Anti‐fatigue with a smooth top surface supported by unstable, buckling tubular structure.

1.7.4.1.2 Floating floor design with a nominal thickness of 13mm to 25mm including transition to lower adjacent floors and doorways

1.7.4.1.3 Absorb no less than 89% of impact force, composed of 100% non‐porous rubber, and sealable

1.7.4.1.4 Support a rolling load of 100lbs per wheel on an 8.5 inch by 1.5 inch wheel.

1.7.4.1.5 Elastic Modulus 06.‐0.9 MPa

1.7.4.1.6 Durometer of 50 (shore A scale)

1.7.4.1.7 Bottoming out depth of 15mm

1.7.4.1.8 Class I fire rating

1.7.4.1.9 Color – Grey

1.7.4.2 Flooring shall come with an eight year manufacturer warranty

1.7.4.3 Cove Base ‐ shall be no shorter than 5 inches, color on approval.

1.7.5 Selectorize and Maintenance: Approximately 3900 Sqft

1.7.5.1 New flooring to be installed shall be multipurpose vinyl in the largest continuous roll possible.

1.7.5.2 Flooring shall meet or exceed these characteristics:

1.7.5.2.1 Color ‐ ironwood. Color match heat weld for vinyl seams.

1.7.5.2.2 Minimum total thickness of 6.9mm with a 5mm base layer and maximum of 7.5mm total thickness and factory laminated to a rubber backing.

1.7.5.2.3 Force reduction rate no less than 11.5% (ASTM F 2772)

1.7.5.2.4 Coefficient of friction >0.6 (ASTM D2047)

1.7.5.2.5 Dynamic Rolling Load 10,000 cycles – No change, no damage (ASTM F2753

1.7.5.2.6 Abrasion Resistance Group T/Type I (EN 649/ISO 10582

1.7.5.2.7 Behavior to Fire – Class 1 (ASTM E648)

1.7.5.2.8 Vertical Deformation 0.72mm (Class B) (ASTM F2772)

1.7.5.3 Cove Base ‐ shall be no shorter than 5 inches, color on approval.

1.7.6 Offices: Approximately 2700 Sqft

1.7.6.1 New flooring to be installed shall be multipurpose vinyl in the largest continuous roll possible.

1.7.6.2 Flooring shall meet or exceed these characteristics:

1.7.6.2.1 Color ‐ toasted oak. Color match heat weld for vinyl seams.

1.7.6.2.2 Minimum total thickness of 6.9mm with a 5mm base layer and maximum of 7.5mm total thickness and factory laminated to a rubber backing.

1.7.6.2.3 Force reduction rate no less than 11.5% (ASTM F 2772)

1.7.6.2.4 Coefficient of friction >0.6 (ASTM D2047)

1.7.6.2.5 Dynamic Rolling Load 10,000 cycles – No change, no damage (ASTM F2753

1.7.6.2.6 Abrasion Resistance Group T/Type I (EN 649/ISO 10582

1.7.6.2.7 Behavior to Fire – Class 1 (ASTM E648)

1.7.6.2.8 Vertical Deformation 0.72mm (Class B) (ASTM F2772)

1.7.6.3 Cove Base ‐ shall be no shorter than 4 inches, color on approval.

1.7.7 Laundry and Break Room: Approximately 700 Sqft

1.7.7.1 New flooring installed shall be luxury vinyl tile the color of steel linen no smaller than 16 in X 16 in.

1.7.7.2 New cove base shall be no shorter than 5 inches

1.7.8 Adhesives

1.7.8.1 Shall be approved for use by the manufacture and adhere to manufacturer warranty for moisture and moisture barrier resulting in “top to bottom” (slab to top) warranty of installed product.

1.7.8.2 Shall be designed for use on indoor sports flooring.

1.7.8.3 Adhesives used shall be equal to or equivalent to one‐part modified urethane adhesive with a maximum 99% relative humidity or single component urethane adhesive with 85% maximum relative humidity

1.8 PROJECT DURATION: Contractor shall have 180 days to complete the project from the Notice to Proceed date.

SECTION 2: GENERAL REQUIREMENTS

2.1 PROJECT WORKING HOURS: Work hours on this project shall be limited to Monday through Friday inclusive, between 07:00 hours through 16:30 hours, excluding federal holidays, unless approved otherwise in writing by the Contracting Officer. Should the

Contractor desire to work other than these hours, Contractor must request approval of deviation in writing at least 72 hours prior to the period of the intended deviation. The Contractor shall not accomplish the deviation in work hours unless permitted to do so in writing by the Contracting Officer.

2.2 QUALITY CONTROL:

2.2.1. The Contractor shall provide full‐time on site supervision.

2.2.2 The Contractor shall provide electronic daily reports and must contain: the date, project name, project number, time of report, number of workers onsite, weekly safety topics, weather, work done onsite, safety infractions and resolution, issues encountered and resolution, signature of onsite management. Daily reports shall be turned in daily or in mass on Friday each week.

2.2.3. All demolished materials shall be disposed of according to JBER, and State & Federal regulations.

2.3 CODE/CRITERIA REQUIREMENTS: In addition to any codes, criteria, or regulations cited throughout this Statement of Work (SOW) and/or the attached Specifications. Contractor must comply with the requirements below. If the codes, criteria, or regulations contradict each other regarding a specific requirement, the Contractor is to use the most stringent requirement.

2.3.1 UFC 1‐200‐01 DoD Building Code

2.3.2 UFGS 09 65 00 Resilient Flooring

2.3.3 UFGS 09 65 66 Resilient Athletic Flooring

2.3.4 UFC 4‐010‐01 DoD Minimum Antiterrorism Standards

2.4 WORKSITE: The Contractor shall limit the work to the areas indicated by the government.

The Contractor shall make every effort not to disturb or obstruct portions of the facilities still occupied by the government. The Contractor shall coordinate and schedule work with the 673 CES/CENMP office prior to the start of any operation. The Contractor shall dispose of all construction debris off base at an approved disposal facility. The main entry to the facility shall be maintained at all time during the construction project. Contractor to maintain vigilance for life safety of facility users entering and leaving the facility by posting signs, barriers for safety.

2.5 WORKMANSHIP: All work shall be accomplished in accordance with all applicable building and fire codes. Contractor shall field verify all measurements, quantities, or values stated by the Government. Liquidated damages shall be assessed for work that is not finished within the scheduled performance period.

2.6 SITE SECURITY AND PROTECTION: The Contractor shall make every effort to secure the work site, allowing only authorized personnel to enter the work site. The Contractor shall protect the site from damage from weather, vandalism, and/or theft.

2.7 DAMAGE TO EXISTING SITE CONDITIONS: Contractor shall be responsible to repair any and all damage incurred to existing Real Property/Grounds due to poor workmanship at no cost to the government. Contractor shall not park or drive on sidewalk or grassy/snowy areas.

Damage incurred shall be repaired at no cost to the government.

2.8 HEALTH/SAFETY: Contractor shall be responsible for compliance with OSHA and AKOSH standards. The Contractor shall maintain a clean and debris free site at all times. The Contractor shall keep driveways and entrances into and around the work site clear at all times. The Contractor shall not use driveways or entrances as employee parking or storage of materials unless otherwise stated. The Contractor shall minimize storage of materials and equipment on site. Contractor staging areas will be identified by the Facility Manager, Fire Department, and 673 CES/CENMP.

2.9 GREEN PROCUREMENT: Contractor must incorporate “green procurement” principles into the design of the projects. Specifically, consult the EPA’s website at www.epa.gov/greenerproducts for a listing of the products that have been mandated as green procurement requirements for purchases.

2.10 PROJECT SCHEDULE: The Contractor shall prepare a baseline project schedule incorporating all aspects in support of completing the project. Consideration shall be given to the sequence of phases (including review periods and meetings), standard construction/ repair activities, and duration of tasks, submittal and procurement of materials. The schedule shall include material submittal dates coordinated with the AF Form 66, and allow for review periods prior to material procurement (including identification of items with long lead times), and climatic conditions (including seasonal periods for roof work, site work, etc).

2.10.1. The project schedule shall be in the form of an AF 3064 chart.

2.10.2. The initial baseline schedule shall be available for review at the “kick‐off” meeting with stakeholders. The schedule shall be updated at monthly intervals or when the schedule has been revised. The updated schedule shall reflect actual activity progress and plan for completing the remaining work, and reflect any changes to critical path or final completion date. All schedule updates shall be provided to the Government.

2.11 PROJECT STATUS UPDATE / WORK SCHEDULING MEETINGS: At the request of the Contracting Officer, project status/scheduling meetings may be held at a mutually agreed upon day, time and location on JBER.

2.12 WASTE MANAGEMENT: Refer to Open Market Construction General Specifications and Environmental Protection Specifications Revision 3. Provide suitably sized dumpster, rubbish handling and removal services to ensure that all waste is contained and not subject to dispersal. Provide containers that can be closed, locked, and sealed from unauthorized use and bear/wildlife access. All hazardous waste (HW) generated by the Contractor on Joint Base Elmendorf‐Richardson (JBER) will be managed by the Contractor in accordance with federal regulation applicable to large quantity generators (LQGs) of HW. All universal waste (UW) handled by the Contractor on JBER will be managed by the Contractor in accordance with federal regulation applicable to large quantity handlers (LQHs) of UW. All hazardous waste will be managed in accordance with Specifications Section 1600 Management of Hazardous Waste.

2.13 TOXICS: Refer to Open Market Construction General Specifications and Environmental Protection Specifications Revision 3. Manage and dispose of contaminated waste: (a) PCB in accordance with 40 CFR 761, (b) asbestos in accordance with 40 CFR 61, (c) lead in accordance with 40 CFR 745.

2.14 STAGING/MATERIAL STORAGE: Refer to Open Market Construction General Specifications and Environmental Protection Specifications Revision 3. Reference Specification, Section 01100 General Site Requirements & Section 1500 Environmental Controls. The Contractor shall not block roads or access lanes, utilize parking lots, building entrances, or any area needed for potential utility servicing during the execution of this project. Coordinate areas with 673 CES/CENM, 673 CONS/PKA, and Fitness Center Director.

2.15 HAZARDOUS MATERIAL USAGE: Refer to Open Market Construction General Specifications and Environmental Protection Specifications Revision 3.

2.16 EXISTING CONDITIONS: Facility is currently occupied and shall remain functional during the course of this contract, area where work is being performed will be unoccupied.

SECTION 3: ATTACHMENTS

3.1 Environmental Protection Specifications on JBER (28 Oct 2020 Rev 3)

3.2 ENV PRECON Checklist 2020

3.3 Open Market General Specifications (10 Feb 2021)

3.4 JBER CAD GIS RECORD DRAWING DESIGN AND AS‐BUILT STANDARD (Dec 2019)

3.5 DRAWINGS

3.6 AF 66

3.7 CONTRACTORS FIRE SAFETY GUIDE

3.8 HAZMAT Test Report

SECTION 4: PROJECT MANAGER/INSPECTOR

4.1 Javier Vigil, Project Manager

javier.vigil.1@us.af.mil Phone: 907‐384‐0770

4.2 Robert McElroy, Construction Management

robert.mcelroy@us.af.mil Phone: 907‐384‐3081 mailto:javier.vigil.1@us.af.mil mailto:robert.mcelroy@us.af.mil

ATTACHMENTS