Attachment 1 Amendment 01 SOW.pdf

FXSB 21-1051

MAINTAIN PAINT EXTERIOR B5257

16JUN2021

673 Civil Engineer Squadron Joint Base Elmendorf-Richardson, AK

STATEMENT OF WORK

(Amendment 01)

MAINTAIN PAINT EXTERIOR B5257

FXSB 21-1051

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 Elmendorf side of the installation in Bldg. 5257. Refer to site plan for location.

1.2 UNIQUE REQUIREMENT: 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. The Causeway/tunnel from BLDG 5257 to 5250 will be demolished and a new Causeway/tunnel will be constructed under an existing project and is not part of this project.

1.3 PROJECT DESCRIPTION: Project consist of painting the exterior of building 5257, the design and construction of electrical repairs to Supervisor’s office (see Section 3), Demolition of two exterior man doors and frames, and installation of two new exterior doors and frames (see Section 4). Exterior painting may include the removal and disposal of Lead-Based Paint (LBP) see section 2.1 and section 5.3. Contractor is required to test exterior surfaces for LBP and ACM. Exterior painting will include all exterior walls, loading docks, ramp walls, equipment yard retaining walls (see drawing C-100). Perform surface cleaning, surface preparations, and paint the exterior surfaces ranging from metal siding, concrete surfaces, concrete masonry unit (CMU) surfaces, hollow wood man doors, metal man doors, Sectional Bay Doors, wood siding, metal siding, sheet metal trim at the roof line, piping, sheet metal vent hoods, louvers, and wood trim. Dispose of all hazardous waste in accordance with State and Federal regulations. Surface preparation of all surfaces shall be in accordance with new coating(s) manufacturer’s guidance and industry standards of metal, wood, concrete, and CMU surfaces. One primer coat and two final coats of paint shall be applied to exterior wall surfaces, exterior man doors and frames, overhead sectional doors, metal siding, sheet metal vent hoods, louvers, piping, and sheet metal trim at the roof line. . Colors are to be

FA500021R0047 FXSB- 21-1051 Maintain Paint Exterior B5257 Amendment 01 – Attachment 1 - SOW

G-11 Rock Tan for the field and 1236 Sorrel Brown for the accent.

1.4 Engineering Requirements and Department Of Defense DOD Standards:

Contractor must comply with Industry Standards; all Federal, State, and Local codes; and the following regulations at the time of issue of this project. The project shall be designed in accordance with the design and construction standards contained in the latest version of the Unified Facilities Criteria (UFC) DoD Building Code1-200-01 https://www.wbdg.org/ffc/dod/unified-facilities-criteria-ufc/ufc-1-200-01. The Unified Facilities Criteria (UFC) https://www.wbdg.org/ffc/dod/unified-facilities-criteria-ufc. The Unified Facility Specifications https://www.wbdg.org/ffc/dod/unified-facilities-guide-specifications-ufgs , and all core UFC codes. Other codes referenced therein including but not limited to: International Building Code, National Fire Code, Life Safety Code, National Electrical Code, International Plumbing Code, and other applicable Department of Defense and Air Force regulations, Air Force Instructions AFI’s, manuals, engineering technical letters, and energy conservation criteria including Guiding Principles for Federal Leadership in High Performance and Sustainable Buildings.

1.5 PROJECT DURATION: Contractor shall have 364 days to complete the project from the Notice to Proceed date.

SECTION 2: GENERAL REQUIREMENTS

2.1 Existing Conditions.

2.1.1. Remove and dispose of lead based paint from exterior metal siding, wood window trim, wood door trim, hollow metal doors, overhead sectional doors, wood and sheet metal trim at roof line. There has been No asbestos containing material (ACM) detected in areas of repair.

Lead based paint (LBP) has been detected see Section 3.2 ACT Test LBP. If LBP and ACM is detected, contact 673 CONS Contracting Officer. Dispose of all hazardous waste in accordance with Local, State and Federal regulations. (Reference Environmental Protection Specifications on JBER (28 Oct 2020 Rev 3).

2.2 Concrete

2.2.1. Repair any cracks in concrete that are greater than 1/16” after removal of existing coatings and cleaning of substrate by epoxy injection repair method.

2.2.2. Provide v-grooving of cracks as needed.

2.3 Masonry.

2.3.1. Clean and repoint CMU as required after removal of existing coatings and cleaning of substrate.

2.4 Thermal and Moisture Protection.

2.4.1. Remove existing exterior sealant/caulking as required around all doors, FA500021R0047 FXSB- 21-1051 Maintain Paint Exterior B5257

2.4.2. Provide and install new sealant/caulking around all doors, windows, and louvers.

2.4.3. Provide backer rod for cracks greater than 1/2” in concrete substrate after removal of existing coatings of substrate.

2.5 Finishes.

2.5.1. Remove all coatings from substrates (concrete, CMU, metal, and wood).

2.5.2. Power wash all substrates.

2.5.3. Paint all substrates with primers and finish coats. Colors are to be G-

11 Rock Tan for the field and 1236 Sorrel Brown for the accent.

2.5.4. All bollards shall be painted Safety yellow

2.5.5. The following are not to be cleaned and repainted in any manner:

2.5.5.1. Electrical Panels, Electric Meter, and associated conduit.

2.5.5.2. All windows with security bars/screens covering them.

2.5.5.3. HVAC units, supporting stands, and work platforms/ladders.

2.5.5.4. All exterior Light fixtures (see SOW 2.7).

2.5.5.5. All signs shall be removed prior to surface preparation and cleaning and reinstalled after cure of final finish coat (see SOW 2.6).

2.5.5.6. Coil/Roll-up Bay doors (see 3.1 Drawing).

2.6 Specialties.

2.6.1. All signs shall be removed prior to surface preparation and cleaning and reinstalled after cure of final finish coat.

2.6.2. Paint building number (Should be similar to existing color scheme).

2.7 Electrical.

2.7.1. Remove and reinstall all light fixtures above overhead doors, if possible, otherwise install protective sheeting to prevent them from getting painted.

2.8 Planting.

2.8.1. Trim vegetation in areas around outside of building to ensure vegetation will not interfere or prevent painting activities.

2.9 PROJECT WORKING HOURS: Project hours are standard work hours

2.10 QUALITY CONTROL:

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

2.10.2. 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.

2.10.3. All demolished materials shall be disposed of according to Local, State & Federal regulations.

2.11 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.

2.12 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.

2.13 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.

2.14 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.

2.15 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.

2.16 GREEN PROCUREMENT: Contractor must incorporate “green

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

2.17 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.).

2.17.1. 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.

2.17.2. 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.

2.18 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.

2.19 WASTE MANAGEMENT: Dispose of all hazardous waste in accordance with Local, State and Federal regulations; Reference 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. All waste will be managed in accordance with 40 CFR, attached Specification Section 01500 ENVIRONMENTAL PROTECTION ON JBER and

01600 ENVIRONMENTAL PROTECTION ON JBER MANAGEMENT OF

HAZARDOUS AND SOLID WASTE.

2.20 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.

2.21 STAGING/MATERIAL STORAGE: 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.

2.22 EXISTING CONDITIONS: Facility is currently occupied and shall remain functional during the course of this contract.

SECTION 3: Electrical Design and Construction of Supervisor office

3.1 SCOPE OF WORK: This is a 35% conceptual statement of work. The contractor shall complete the design and construction. The Supervisor’s room near men’s Bathroom “no room number” (see Section 5.2 Floor Plan for location), is being fed partially by a cord that is plugged to an outlet receptacle outside this room. The scope of this work is to remove the cord, and feed the affected four outlets and lights from panel F. The contractor shall provide a new 20-amp circuit breaker and a home run from panel F after completing a load study on Panel F, or combine the run from another circuit. In addition, the contractor shall submit the result of the load study on a submittal for government approval.

3.2 All electrical drawings, shall be stamped by an electrical engineer PE stamp.

3.3 The contractor shall provide a load study to panel F and submit the results to the government and advice about the load and the solution.

3.4 Contractor shall update the panel schedule with typed panel schedule.

3.5 The contractor shall provide a home run and a new 20-amp circuit breaker using ¾

EMT conduit run in the ceiling concealed as much as possible, or shall feed from another circuit.

3.6 The contractor shall connect the new power to the existing outlets in concern including the lights in this room, this includes adding a junction box or using the existing and replacing any conduits, wiring and any damaged gypsum board and paint that may occur during this construction, complete.

3.7 The contractor shall replace the existing outlet located near the water fountain to a GFCI outlet including wiring. The location is near the Supervisors room.

3.8 The contractor shall replace the broken light switch in this room with a new light switch, complete.

3.9 The contractor shall submit a complete drawing showing the circuits used and the new electrical in this room.

SECTION 4: Exterior man door

4.1 Demo two existing exterior man door see 5.2 Floor Plan for location of man door. Door B will have window 2’x 2, two panes of clear tempered safety glass, pane thickness 1/4 inch (door locations see 5.2 Floor Plan).

4.2 Install new 16 Gauge hollow metal, galvanized, welded corner, thermally broken, weather tight gasketed, door frame.

4.3 Install new 18 Gauge, 1 ¾” thick, insulated hollow metal, full panel, galvanized, door.

4.4 Install new 1 ½ pair of 4 ½” x 4 ½” full mortise, heavy duty, ball bearing hinges.

4.5 Install new heavy duty door closer.

4.6 Install new panic device, rim style, exit only.

4.7 Install new thermally broken threshold.

4.8 Install new aluminum kick plate 8” high x door width – 2”.

4.9 Install new wall bumper, exterior grade.

4.10 Install new one (1) coat primer, two (2) durable exterior final coats of paint on door and frame, both interior and exterior sides.

4.11 Repair siding around door as required to provide weather tight seal. Provide silicone sealant and caulking of joints for all newly installed exterior door, on exterior side and interior side of newly installed exterior door frame.

4.12 Do Not Demolish existing exterior door Lock Cores and Cylinders, and any unused locking mechanism. Existing unused items will be returned to government

SECTION 5: ATTACHMENTS

5.1 DRAWINGS

5.2 Floor Plan

5.3 ACT Test LBP

5.4 Open Market General Specifications

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

5.6 REVISED JBER CAD GIS RECORD DRAWING DESIGN AND AS BUILT

STANDARD Dec 2019

5.7 JBER Lock Standards (03OCT2017)

SECTION 6: STANDARDS

6.1 Unified Facilities Guide Specifications (UFGS) (Not attached)

Link:https://www.wbdg.org/ffc/dod/unified-facilities-guide-specifications-ufgs/ufgs-complete

SECTION 7: PROJECT MANAGER/INSPECTOR

7.1 David Hendler, Project Manager

david.hendler@us.af.mil

Phone: 384-3076

7.2 Robert McElroy, CONSTRUCTION MANAGEMENT

robert.mcelroy@us.af.mil

Phone: 384-3081