Attachment 1 STATEMENT OF WORK rev1.pdf

673 Civil Engineer Squadron Joint Base Elmendorf‐Richardson, AK

19 Aug 2021 STATEMENT OF WORK Rev 1

Repair Arctic Warrior Chapel B3

HJZH 21-1093

SECTION 1: General

1.1 This project is to abate asbestos and renovate Facility 3, room 6.

1.2 This is to be bid as an Open Market Construction Contract.

SECTION 2: PROJECT INFORMATION

2.1 Architectural and electrical demolition and renovation of Multi‐Purpose Room, room number 6, as shown on contract drawing plans. Currently, there has been no asbestos containing material (ACM) or lead based paint (LBP) detected in areas of repair, however, the facility was constructed in the 1950's and it is likely that asbestos/lead is present in the interior walls and ceiling in areas of repair. If ACM or LBP is detected in areas of repair, contact 673 CONS Contracting Officer. Whenever remediation is required, it shall be limited to the minimum area necessary to satisfactorily complete the associated repair. For additional guidance and information, reference and submit AF Form 66 Schedule of Material Submittals and AF Form 3064 Contract Progress Schedule per form instructions.

A. Demolish: (reference project drawing set)

• Drywall ceiling, vapor barrier and Insulation.

• Ceiling lighting fixtures and bulbs.

• Drywall interior perimeter walls, furring strips, vapor barrier, insulation and rubber cove base (4” high x 1/8” thick).

• Carpet and underling pad.

• Three each frames, wood doors and hardware set.

• Room partition wood frame.

• Small wall access door.

• Carpet covering floor crawl space hatch.

• Electrical wall outlet and light switch cover plates

B. New installation and renovation: (reference project drawing set)

• New sports rubber tile floor, non‐porous, slip resistant, 24” x 24”, 3/8” thick.

Use a suitable floor leveling compound. Tile floor shall be glued down.

• New interior perimeter double layer standard 5/8” type “X” GWB level 4 finish “Green Glue” to bond layers for sound isolation (reference drawing A‐101 for location), wall hat channels, sound isolation clips, 5 1/2” thick mineral wool batt insulation, 48” FRP wainscot with trim and 4” high x 1/8” thick rubber wall cove base. Finish paint coat shall be Satin.

• New interior perimeter single layer level 4 finish 5/8” Type “X” GWB walls (Reference drawing A‐101 for location), furring strips, 2” rigid insulation, vapor barrier, 48” FRP wainscot with trim and 4” high x 1/8” thick rubber wall cove base. Finish paint coat shall be Satin.

• New (1 each) full room height single paneled and sound proofed (minimum 50 STC rating) manual operable folding suspended partition with a single viewing glaze. Partition finish shall be a full‐height white marker board. Reference drawings A‐101 and A‐600.

• New (2 each) metal hollow core glazed Dutch doors, frames and locks. Locks shall be Best cylindrical locks (93K7AB14DS3626) to accept Best small format 7 pin IC cores / 26D. Top half of Dutch door shall have a slide bolt that latches to the lower half allowing door to open as a full door. Contact and coordinate the MX8 key cylinders and keys with the 773rd CES Lock Shop. CES Lock Shop, 907‐ 552‐5663 / 907‐384‐2001 and / or richard.trevino.6@us.af.mil.

• New (1 each) metal hollow core door, frame and lock. Lock shall be a Best Mortise lock (45H7AB14J626) to accept Best small format 7 pin IC core / 26D.

Contact and coordinate the MX8 system requisition with the 773rd CES Lock Shop. CES Lock Shop, 907‐552‐5663/907‐384‐2001 and/or richard.trevino.6@us.af.mil.

• New floor transition strips at all three room entrance doors.

• New 3/8” sports rubber tile floor on top of crawl space hatch.

• New (1 each) small access door and hardware. Paint to match wainscot color.

• New (6 each) electrical outlet and (2 each) light switch cover plates. Color to match wainscot color.

• Conceal plumbing protrusion behind new wall. Reference drawing A‐101 new construction note 11.

• Conceal device new conduit behind new wall and/or ceiling. Reference drawing

A‐101 new construction note 12.

• Conceal electrical conduit and box behind new GWB. Reference drawing A‐101 new construction note 13.

• Re‐finish and paint ventilator floor units to match wainscot color. Reference

A‐101 new construction note 14.

• Re‐finish and paint ladder to match wall wainscot color. Reference A‐101 new construction note 15.

• New R19 fiberglass batt insulation installed between ceiling joists and a 1”

Styrofoam board secured to the bottom of the joist to secure batt insulation in place.

• New 24” x 24” suspended ceiling grid utilizing resilient rubber sound isolation hangers installed per manufactures instructions. New 24” X 24” X 5/8” mineral fiber Tegular acoustical tiles.

• New commercial grade 2’ x 2’ 5000K led troffer fixtures. Location of fixtures on drawings are representational only. Install to obtain a room lighting level of 50ft candles.

• New GWB corner beads 1” x 1” x 48”.

• New fire strobe / horn and associated conduit. Tie‐in to existing local notification circuit. Device shall be compatible with existing Monaco Fire Alarm Control Panel (see drawing A‐701, detail 7). Installation and testing shall be per NFPA 72.

2.1.1 UNIQUE REQUIREMENTS:

A. Reference drawing AD‐100. After demolishing ceiling, and before proceeding with new ceiling work, contact the CE contract Project Manager and Inspector for visual inspection of ceiling joists.

B. Reference drawing A‐101 for new room foldable partition: Contractor shall give Facility Manager Onsite training on partition operation.

2.2 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 Fort Richardson side of the installation in Building 3. Refer to drawing set site plan for location.

2.3 UNIQUE REQUIREMENT: Project to be implemented to accommodate user needs of the facility. A work plan shall be presented to the various users for coordination and acceptance of user needs. 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.

2.3.1 SPECIAL REQUIREMENT: NOT USED.

2.4 PROJECT DURATION: Contractor shall have 180 days to complete the project from the Notice to

Proceed date.

SECTION 3: GENERAL REQUIREMENTS

3.1 PROJECT WORKING HOURS: Project hours are standard work hours

3.2 QUALITY CONTROL: The contractor is responsible for quality control and shall establish and maintain an effective quality control system in compliance with the FAR 52.246‐12 entitled “Inspection of Construction.” The quality control system shall consist of plans, procedures, and organization necessary to manage all purchase orders to produce end products which comply with the contract requirements. The system shall cover all construction operations, both on site and off site, and shall be keyed to the proposed construction sequence. The government will hold the project manager responsible for the quality of work on the job. The PM is subject to removal by the Contracting Officer for non‐compliance with quality requirements specified in the contract.

3.2.1 After the Pre‐construction Conference before start of construction on the first Purchase Order, and prior to acceptance by the Government of the Quality Control Plan, the contractor shall meet with the Contracting Officer or his/her authorized representative to discuss the contractor's quality control system. During the meeting, a mutual understanding of the system details shall be developed, including the forms for recording the CQC operations, control activities, testing, administration of the system for both on‐site and off‐site work, and the interrelationship of contractor's management and control with the Government's quality assurance. Minutes of the meeting shall be prepared by the contractor, approved and signed by both the Contracting Officer and CES Representative. The minutes shall become a part of the contract file within 3 working days. There may be occasions when subsequent conferences will be called by either party to reconfirm mutual understandings and/or address deficiencies in the CQC system or procedures that may require corrective action by the contractor.

3.2.2 Superintendence by the Contractor: The Contractor shall provide full‐ time on site supervision in accordance with FAR 52.236‐6. This FAR shall be strictly enforced.

3.2.3 FAR 52.236‐6: At all times during performance of this contract and until the work is completed and accepted, the Contractor shall directly superintend the work or assign and have on the worksite a competent superintendent who is satisfactory to the Contracting Officer and has authority to act for the Contractor.

3.2.4 All demolished materials shall be disposed of according to State & Federal regulations.

3.3 TECHNICAL REQUIREMENTS: Refer to attached specifications. Products specified are non‐proprietary unless noted otherwise. Except as noted, products specifying one manufacturer’s salient features, including performance standards, sizes/capacity, warranty, etc., may be substituted with a product of equal or better quality.

3.4 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.

3.5 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.

3.6 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.

3.7 DAMAGE TO EXISTING SITE CONDITIONS: The 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.

3.8 HEALTH/SAFETY: The contractor shall be responsible for compliance with OSHA and Alaska Department of Labor (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 to be identified by building occupants.

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

3.10 PROJECT SCHEDULE: The Contractor shall prepare a baseline project schedule AF Form 3064 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.).

3.11 The project schedule shall be in the form of a computer‐generated bar chart, using industry standard software. The schedule shall include major design and construction milestone dates, breakdown the project into distinct tasks, show which tasks will be accomplished simultaneously, and indicate the critical path.

3.11.1 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.

3.12 PROJECT STATUS UPDATE / WORK SCHEDULINGMEETINGS: 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.

3.13 WASTE MANAGEMENT: Reference open market construction contract general specifications and “Environmental Protection Specifications on JBER (28 Oct 2020 Rev 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.

3.14 TOXICS: 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.

3.15 STAGING/MATERIAL STORAGE Reference open market construction contract general specifications and contract provisions. 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 and 673 CONS/PKA.

http://www.epa.gov/greenerproducts

3.16 EXISTING CONDITIONS: Dispose of any hazardous waste & PCBs/toxic materials in accordance with State and Federal regulations and “Environmental Protection Specifications on JBER (28 Oct 2020 Rev 3)”.

SECTION 4: ATTACHMENTS

4.1 AF Form 66

4.2 Open Market General Specifications_10 Feb 2021

4.3 Drawings

4.4 Contractor Fire Safety Guide

4.5 JBER CAD GIS Standard

4.6 Final_Environmental_Precon Checklist

4.7 JBER Environmental Protection Specifications 28 Oct 2020 Rev 3

4.8 JBER HAZMAT Usage Tracking Form

4.9 AF Form 3000 template

4.10 AF Form 3064 template

4.11 AF Form 3065 template

SECTION 5: PROJECT MANAGER/INSPECTOR

5.1 Warren Colburn, Project Manager, warren.colburn@us.af.mil Phone: 384‐3160

5.2 SrA Katherine Johnson, Construction Inspector, katherine.johnson.18@us.af.mil Phone: 384-3039.