SOW___7PW129_Complete_Rev_1_August.pdf

STATEMENT OF WORK (SOW)

FOR

Correct Remaining QWE Deficiencies

AT

Watervliet Arsenal Building 35

Project #: 7PW129 Installation Management, Public Works Division

Facilities Engineering (TAWV-IMP-F) Revised 8/1/2019

PART 1 GENERAL

1.1 SUMMARY OF WORK

1.1.1 Project Description

a. This Statement of Work (SOW) defines the effort required for the total correction of all remaining QWE deficiencies in Building 35. This SOW consists of two subparts; 7PW129-1 which addresses painting, and 7PW129-2 which addresses bathrooms and locker rooms.

1.1.2 Location of Work

a. The work is located within building 35, as specified within the respective sub-SOWs.

1.1.3 Period of Performance

a. The Contractor shall be required to (i) commence work under this contract within 7 calendar days after the date the contractor receives notice to proceed, (ii) prosecute the work diligently, and (iii) complete the entire work ready for use no later than the specific period of performance indicated in each of the sub-SOWs. The time stated for completion shall include final cleanup of the premises.

1.1.4 Hours of Operation

a. Normal duty hours are 7:00 AM through 4:00 PM, Monday through Thursday, and 7:00 AM through 3:00 PM on select Fridays (the arsenal is closed every-other Friday). Federal holidays are non-work days. If a federal holiday falls on a Saturday or Sunday, the preceding Friday or following Monday is a work holiday.

1.2 SUBMITTALS

1.2.1 General Submittal Requirements

a. The Contractor shall provide submittal documents via e-mail to the Contracting Officer for review and approval. Provide all physical (non-document) submittals (including but not limited to material swatches, samples, etc.) directly to the Contracting Officer for review and approval. All submittals require Government approval unless otherwise explicitly stated.

b. The Contractor shall reference the sub-SOWs for the requisite submittals per each effort.

1.3 GENERAL REQUIREMENTS

1.3.1 Watervliet Arsenal Information for Contractors (WAIC)

a. The contractor shall perform all work in strict conformance with Watervliet Arsenal Instructions for Contractors (WAIC). The Contractor shall read and understand this document prior to submitting a proposal. The WAIC is publically available at:

<http://www.wva.army.mil/Documents/Contracting/WAIC.pdf>

1.3.2 Utility Outage Requests and Utility Connection Requests

a. The Contractor shall schedule work to minimize outages. For utility outages and connections required during the execution of work that affect existing systems, the Contractor shall coordinate schedule with COR. The Contractor shall schedule utility outages and connections to minimize disruptions to the Government. The Government shall not be liable for additional payments for utility outages and connections required to be performed outside the regular work hours.

b. The Contractor shall notify the Contracting Specialist a minimum of two (2) business days before the Contractor starts work. The Contractor shall notify the COR a minimum of seven (7) business days before the shut-down of a utility or building service.

1.3.3 Safety Requirements

a. The Contractor shall provide the proper control of hazardous energy (lockout/tagout) per OSHA

29 CFR 1910.147.

b. The Contractor shall inspect the project work site prior to starting work, and shall request a copy of the asbestos building inspection records to verify the location and description of known asbestos- containing materials.

1.4 ON-SITE PERMITS

1.4.1 Excavation (Dig Permit)

a. The clearance of buried utilities will be performed by the Government in advance of the Contractor performing subsurface work, unless otherwise explicitly stated.

b. The Contractor shall obtain a copy of the completed Utility Clearance Permit (WVA Form 420-2-E) from the COR prior to performing subsurface work. The Contractor shall verify existing utility locations indicated on contract drawings, within area of work.

1.4.2 Hot Work and Confined Space

a. The Contractor shall obtain permit for welding, burning, use of flame, or entry into confined space from WVA Fire Department by calling (518)266-5990 each day the permit is to be used.

1.5 APPLICABLE DOCUMENTS

1.5.1 References

a. The following references accompany this Statement of Work and are a part thereof.

i. Watervliet Arsenal Instructions for Contractors (WAIC).

http://www.wva.army.mil/Documents/Contracting/WAIC.pdf

ii. NFPA 70 – National Electric Code (NEC).

iii. 7PW129-1_SOW_Painting

iv. 7PW129-2_SOW_Bathrooms

1.6 CONTRACTOR EQUIPMENT

1.6.1 Equipment Identification

a. The Contractor shall create and affix a label to all large equipment, dumpsters, and other mobilized property, which is weather-resistant (laminated, or within a see-thru label hanger), securely affixed to the equipment or visible through a window, and which clearly displays the General Contractor’s:

i. Company Name, POC Name (first, last), POC phone number, and Project Number.

1.6.2 Waste Dumpster

a. The Contractor shall place any waste dumpsters in a manner that does not interfere with thru-traffic.

b. Place waste dumpsters with a minimum of 33’ clearance from any building. The final location shall be coordinated with, and approved by the COR before any dumpsters are mobilized.

c. Cover all waste dumpsters when not in use, and before the end of each work shift. The cover shall be weather-tight.

d. Note: The Contractor shall be required to retain and submit copies of all Bills of Lading and Weight Slips associated with the disposal of construction and demolition C&D) debris.

PART 2 PRODUCTS

2.1 GENERAL

The Contractor shall complete all work in strict accordance with product manufacturer’s instructions and specifications, including but not limited to manufacturer guidance for storage, staging, application, installation, and disposal of the product.

2.1.1 Hazardous Materials

a. The Contractor shall submit Safety Data Sheets (SDS) for all hazardous materials to be used.

2.1.2 Asbestos, Mercury, Lead, and PCB

a. Unless otherwise stated, all materials for this project shall be new. All products shall not contain any asbestos, mercury, chromium/lead paint, Class I Freon, and Polychlorinated Biphenyls (PCB), and shall state such on the manufacturer’s original packaging.

2.1.3 DoD Green Procurement Program

a. All construction materials shall meet the applicable requirements of the DoD Green Procurement Program, specifically recycled content products, environmentally preferable products and services, biobased products, energy-and water-efficient products, alternate fuel vehicles and alternative fuels, products using renewable energy, and alternatives to hazardous or toxic chemicals as found at <http://www.acq.osd.mil/dpap/cpic/cp/docs/USA001967-08-DPAP.pdf>.

2.1.4 Paint

http://www.acq.osd.mil/dpap/cpic/cp/docs/USA001967-08-DPAP.pdf

a. To meet the Affirmative Procurement Program (Federal Government’s Buy Recycled Requirements) all paint used in the project shall adhere to the below listed requirements of the Comprehensive Procurement Guideline for recovered materials. This applies only to interior latex paint, only if available at the time of the project.

i. Reprocessed Latex Paint (White, Off-White, Pastel Colors) shall contain 20% Post consumer content.

ii. Reprocessed Latex Paint (Grey, Brown Earth tones, and Other Dark Colors) shall contain 50-99% Post consumer content.

iii. Consolidated Latex Paint shall contain 100% Post consumer content.

PART 3 EXECUTION

3.1 ITEMS OF WORK

3.1.1 Execute SOW 7PW129-1_SOW_Painting.

a. The Contractor shall execute the full statement of work as described in the referenced SOW 7PW129-1.

3.1.2 Execute SOW 7PW129-2_SOW_Bathrooms.

a. The Contractor shall execute the full statement of work as described in the referenced SOW 7PW129-2.

3.2 CLOSEOUT REQUIREMENTS

3.2.1 Construction and Demolition Debris

a. The Contractor shall submit copies of all Bills of Lading and Weight Slips associated with the disposal of construction and demolition (C&D) debris and/or recycled materials, under this scope of work. Submit documentation per Appendix A, “Consolidated List of Submittals”.

3.2.2 Cleanup of Work Site

a. The Contactor shall clean all work areas and remove all tools, equipment, debris, materials, and all waste from the premises.

b. The Contractor shall remove all debris from any remote holding locations, to include any excavation and concrete equipment chute cleanout debris.

c. The Contractor shall remove its equipment from Watervliet Arsenal premises within five (5) working days after completion of project work.

3.2.3 Restoration of Work Site

a. The Contractor shall repair any items, building surfaces, equipment or miscellaneous items which were damaged during the execution of this SOW and referenced SOWs in Sections 3.1.1 and 3.1.2 at no additional cost to the Government. Items that cannot be repaired to restore original function or aesthetics shall be replaced in kind by the Contractor at no additional charge to the Government.

b. Grass, trees, and other vegetation affected by project work shall be restored to same or better condition as existed prior to the start of project work. The Contractor shall prepare the affected areas to eliminate uneven areas and low spots. Remove foreign materials, weeds, and damaged soil. The Contractor shall scratch the area to a depth of three (3) inches where topsoil is to be placed. Spread topsoil to a uniform, compacted depth of less than five (5) inches over areas to be reseeded. Rake until smooth. The Contractor shall seed, fertilize, and water the area to establish grass

FOR

Correct Remaining QWE Deficiencies - Painting

AT

Watervliet Arsenal Building #35

Project #: 7PW129-1

Installation Management, Public Works Division Facilities Engineering (TAWV-IMP-F)

Rev. 1 August 2019

PART 1 GENERAL

1.1 SUMMARY OF WORK

1.1.1 Project Description.

a. This Statement of Work (SOW) is one task in a larger project. This SOW defines the effort required to paint the interior of Building 35 manufacturing areas to include walls, ceiling, doors windows and other supporting structures. It is approximately a total of 520,000 square feet, ranging from floor height to 60 feet in height. Actual measurements shall be validated by the Contractor.

1.1.2 Location of Work

a. The work is located at Building 35, approximately as indicated. The exact location will be shown by the Contracting Officer.

1.1.3 Period of Performance

a. The Contractor shall be required to (i) commence work under this contract within 7 calendar days after the date the contractor receives notice to proceed, (ii) prosecute the work diligently, and (iii) complete the entire work ready for use not later than 12 months after notice to proceed is given (ref.

FAR 52.211-10). The time stated for Completion shall include final cleanup of the premises.

1.1.4 Hours of Operation

a. Normal duty hours are 7:00 AM through 4:00 PM, Monday through Thursday, and 7:00 AM through 3:00 PM on select Fridays (the arsenal is closed every-other Friday). Federal holidays are non-work days. If a federal holiday falls on a Saturday or Sunday, the preceding Friday or following Monday is a work holiday.

1.2 SUBMITTALS

1.2.1 General Submittal Requirements

a. The Contractor shall provide submittal documents via e-mail to the Contracting Officer for review and approval. The Contractor shall provide all physical (non-document) submittals (including but not limited to material swatches, samples, etc.) directly to the Contracting Officer for review and approval. All submittals require Government approval unless otherwise explicitly stated.

b. The Contractor shall reference APPENDIX A “Consolidated List of Submittals” for the complete list of required submittals.

1.2.2 Contractor Health & Safety Plan

a. The Contractor shall submit a Health & Safety Plan which is specific to the work activity being performed under the scope of this project for Government review and approval.

1.2.3 Lockout / Tagout (LOTO) Notification Acknowledgement Record

a. The Contractor shall sign and submit a “Lockout/Tagout (LOTO) Notification Acknowledgement Record” prior to working on or de-energizing any electrical equipment.

1.2.4 Asbestos Notification Acknowledgement Record

a. The Contractor shall sign the “Asbestos Notification Acknowledgement Record” and submit this form to the Project COR prior to starting project work.

1.2.5 Project Schedule

a. The Contractor shall create a project schedule and submit for Government review and acceptance.

b. The project schedule shall detail the phases of work and the overall timeline for the execution of the work. The contractor shall include delivery dates, appropriate milestones, and shall clearly detail any requirements for work performed outside of regular hours of operation.

1.2.6 Fall Protection Plan

a. The Contractor shall create a fall protection plan and submit for Government review and acceptance.

1.2.7 Paint Product Data

a. The contractor shall submit the product data for all paints to be used and submit for Government review and acceptance. The data shall include, at a minimum; the VOC content, the solids content, the post-consumer content, the finish, the drying conditions as described in section 2.2, and any other data that may be necessary to adequately describe the paint to be used.

1.2.8 Primer Product Data

a. The Contractor shall submit the product data for all primers to be used and submit for Government review and acceptance following the requirements from 1.2.7.

1.2.9 Paint Color Samples

a. The contractor shall submit paint color samples for all paints planned to be used, for Government review and acceptance.

1.2.10 Utility Label Cut Sheets

a. The Contractor shall submit a cut sheet showing the utility labels they plan to use during this effort.

1.2.11 Paint Plan/Work Schedule

a. The Contractor shall create a paint plan/work schedule which will be provided for Government review and approval to include phasing of the project with each phase consisting of ~10 sections.

These sections should be in a single bay row as crane lockout is done per alphabetical bay.

1.2.12 Contractor Equipment Requirements

a. The Contractor shall submit a complete list of all requirements for any equipment requiring Watervliet Arsenal support for Government review and acceptance. This shall include but is not limited to, any showers or trailers in addition to any large equipment or electric panel tie-ins.

1.5 APPLICABLE DOCUMENTS

1.5.1 Drawings

a. The following drawings accompany this Statement of Work and are a part thereof.

i. Interior Painting Building 35, drawing number 4778-35, Sheets 2 and 3 of 3, dated 8/74

ii. SK-1 – First Floor Paint Plan

iii. SK-2 – Basement Floor Paint Plan

iv. SK-3 – Second Floor Paint Plan

1.5.2 Specifications

a. The following specifications accompany this Statement of Work and are a part thereof.

i. UFGS 09 90 00 – Paints and Coatings

ii. UFGS 26 05 53 – Identification For Electrical Systems

1.5.3 References

a. The following references accompany this Statement of Work and are a part thereof.

i. Watervliet Arsenal Instructions for Contractors (WAIC).

ii. NFPA 70 – National Electric Code (NEC).

iii. AMC Environmental Requirements Supplement.

1.6 CONTRACTOR EQUIPMENT

1.6.1 Equipment Identification

a. The Contractor shall create and affix a label to all large equipment, dumpsters, and other mobilized property, which is weather-resistant (laminated, or within a see-thru label hanger), securely affixed to the equipment or visible through a window, and which clearly displays the General Contractor’s:

i. Company Name, POC Name (first, last), POC phone number, and Project Number.

PART 2 PRODUCTS PRODUCTS

2.1.1 Dry Fall Paint:

a. Pittsburgh Paint 6-715 (SPEEDHIDE Interior Dry-Fog Spray Paint Flat Latex or equivalent as approved by the Government).

b. Vinyl Acrylic Latex, flat gloss, interior grade, contains approximately 0.20 pounds/gallon of volatile organic compounds (VOCs), contains 31% or more in volume and 52% or greater in weight of solids, and dries within 10 feet of application at 70 degrees Fahrenheit at 50% humidity. The dry fall paint cannot exceed 3.34 pounds per gallon of VOCs.

2.1.2 Metal Surface Primer:

a. Pittsburgh Paints PITT-TECH Interior/Exterior Primer/Finish DTM Industrial Enamel Series 90-712 (White, flat finish) or equivalent as approved by the Government.

b. 100% Acrylic, flat gloss, interior/exterior grade, contains approximately 1.07 pounds/gallon of volatile organic compounds (VOCs), contains 37% or more in volume and 48% or greater in weight of solids. The primer cannot exceed 2.5 pounds per gallon of VOCs.

2.2.2 Non-Metal Surface Primer:

a. Pittsburgh Paints SPEEDHIDE Interior Latex Enamel Under coater 6-855 (White, flat finish) or equivalent as approved by the Government.

b. Vinyl Acrylic Latex Enamel, flat gloss, interior grade, contains approximately 0.80 pounds/gallon of volatile organic compounds (VOCs), contains 28% or more in volume and 46% or greater in weight of solids. The primer cannot exceed 2.5 pounds per gallon of VOCs.

2.2.3 Metal Surface Top Coat Paint:

a. Pittsburgh Paints SPEEDHIDE Interior Enamel Eggshell Latex Series 6-411 (Eggshell Finish) or equivalent, as approved by the Government.

b. Vinyl Acrylic Latex, eggshell sheen, interior grade, contains approximately 0.6 pounds/gallon of volatile organic compounds (VOCs), contains 36% or more in volume and 50% or greater in weight of solids. The paint cannot exceed 2.5 pounds per gallon of VOCs.

2.2.4 Non-Metal Surface Top Coat Paint:

a. Pittsburgh Paints SPEEDHIDE Interior Enamel Eggshell Latex Series 6-411 (Eggshell Finish) or equivalent.

b. Vinyl Acrylic Latex, eggshell sheen, interior grade, contains approximately 0.6 pounds/gallon of volatile organic compounds (VOCs), contains 36% or more in volume and 50% or greater in weight of solids. The paint cannot exceed 2.5 pounds per gallon of VOCs.

2.2.5 Pipe Markers:

a. General: Pipe Markers shall comply with ANSI / ASME A13.1 2007 "Scheme for the Identification of Piping Systems" and be installed as required and indicated below using legends spelled out fully with few abbreviations and directional arrows to indicate flow. Arrows must have the same background color as the pipe marker legend, or be incorporated into the pipe marker.

b. Color: Pipe markers shall conform to ANSI Z535.1 "Safety Color Code."

c. For pipes with an overall diameter of 6" or less (including insulation), provide semi rigid plastic wrap around pipe marker that extends 360° around the pipe at each marker location. The semi rigid marker should include the legend (pipe content) and a directional flow arrow. The marker shall be supplied as a pre-tensioned device and be equipped with a ½" strip of adhesive on the inside to further secure the marker in a permanent position on vertical locations.

d. For pipes with an overall diameter greater than 6" (including insulation) provide a semi rigid plastic strap-on pipe marker with a height no less than 3 times the letter height. The marker shall include a legend (pipe content) and a directional flow arrow. The maker shall be supplied with no less than two nylon straps to secure the marker in place.

PART 3 EXECUTION

3.1 ITEMS OF WORK

3.1.1 General.

i. The Contractor shall provide specifications, color samples, and Safety Data Sheets for Hazardous Materials (SDS) for all primers and paints to the Government for review/approval prior to purchase. The primary colors that shall be used for this project are: white, light brown, “Philly” brown, fire alarm and suppression system red, and safety yellow. See Material section above for additional requirements.“Philly Brown” paint shall match that manufactured by Passonno Paints code “S94- 527” in eggshell finish.

b. Attached for reference are drawings entitled Interior Painting Building 35, drawing number 4778- 35, Sheets 2 and 3 of 3, dated 8/74 (this is for the center portion of the building ONLY).

The dimensions on these drawings are still accurate but all other information shown on these sheets is not applicable to this project since they depict the painting work accomplished in 1974.

See Drawings SK-1, SK-2, and SK-3 for the general areas that shall be painted, they are marked with diagonal lines. Some of the materials that will be painted under this project contain asbestos. These materials include but are not limited to pipe insulation on the steam and condensate lines, and door and window caulking. The Contractor shall not cut, drill, remove, or disturb any of these materials during the work required under this project. Disturbing these materials will cause contamination of equipment and the environment, and will expose contractor personnel; and building occupants to a hazardous material. The Contractor will be held liable for any and all damages incurred.

c. In order to minimize disruption to manufacturing operations, all painting over eight (8) feet shall be performed on second shift, which is starting no earlier than 1600 (4:00 PM) and ending no later than 2400 (12 AM-midnight) Monday through Friday. No work shall be performed on Federal holidays.

Contractor shall cease all painting operations by no later than 2400 (12 PM–midnight) the same day.

Contractor may extend painting operations to 0600 (6 AM) but only with seven (7) day advance notice to the Government. Painting from finished floor to eight (8) feet in height shall take place during normal duty hours 0700 (7 AM) through 1600 (4 PM).

d. The Contractor may provide for and use the cab controlled overhead cranes for access to ceilings and walls. If the Contractor chooses to do so, the Government will need advance notice in order to provide operators. Access to the cranes can be made via fixed ladders and platforms at the end and middle of each bay.

e. The Contractor shall provide a detailed Fall Protection Plan for all work above six (6) feet in height for Government review and approval prior to commencement of work. The plan shall address the use of all equipment to include crane use if the contractor elects to use them. No work above six feet in height shall be commenced before the Fall Protection Plan is approved.

f. The Government will remove items prior to turning the sections over to the contractor for painting.

Items that will be removed include pallets, movable tool platforms/stands and cabinets. Items that cannot or will not be moved include manufacturing machines/tools, storage racks, items bolted to the floor, and computer work stations. The Government will de-energize all cranes. Contractor shall cover all items remaining in the sections to prevent contamination and/or damage during cleaning and painting operations.

g. The Contractor shall lockout and tagout the crane for any section they are currently working in. The crane wiring and conductors shall be masked off with particular care to ensure that they are fully protected from cleaning agents and paint. The cranes shall be locked out and tagged out during all periods of work in their respective bays. The cranes shall be masked in such a way that the electrical wiring circuits can be energized during periods where work is not occurring. Note: The cranes outside the Contractor’s work area will continue to be used. Therefore, the Contractor shall install tarps, negative air barriers, etc. such that the crane electrical wiring circuits through the bays can be energized when cleaning or painting is not in progress.

h. The Contractor shall develop and provide a paint plan addressing the specifics of the job site and the appropriate painting applications. The plan shall also include a work schedule; listing all equipment and material delivery. The Contractor should plan on painting the building in sections at a time, however, the number of sections may increase or decrease depending on workload or other circumstances. For the purposes of bidding, assume painting ten (10) sections at a time with the notion that the next ten (10) sections will be adjacent to those being painted.

i. A section is defined as either a room, a hallway, or a rectangular area identified by a letter and a number. The Contractor should plan upon painting the building 10 sections at a time for estimation and planning purposes but the number of sections provided at a time to the contractor may increase or decrease depending on the circumstances at the time.

ii. Each set of the sections shall be placed under negative air using HEPA filter units exhausted to the exterior of the building for both cleaning and painting operations. The cranes shall be masked off in such a fashion as to allow the cranes to be operated without significant modification to the masking or insulating material.

iii. Contractor shall protect the crane conductors from paint and damage through the use of foam pipe style insulation or equivalent removable method. Crane conductor protection shall be sufficiently easily removed so as to enable use of the cranes as needed.

iv. Contractor will be allowed to leave equipment, negative air barriers, materials, drop cloths placed over equipment and materials on the floor, etc., in place in the sections being painted. However, when work is completed, all items shall be removed.

v. Contractor shall vacuum and clean the sections to remove paint overspray, paint chips, paint droppings, etc. caused by the contractor during the performance of the work.

3.1.2 Preparation.

a. Portions of the existing industrial building paint is assumed to contain lead. Therefore, the contractor shall develop and provide a Health and Safety Plan for review and approval prior to work start. The Health and Safety Plan shall comply with “Contracted Lead-Based Paint Project Requirements for Non-Housing Projects,” as incorporated. The Contractor shall submit samples of any lead-based paint debris/waste generated to WVA for waste characterization. WVA will take possession of the waste if it is determined to be hazardous waste. The Contractor is responsible for the proper disposal of all non-hazardous wastes generated during the project.

b. Prior to surface preparation and coating applications, remove, mask, or otherwise protect, hardware, hardware accessories, machined surfaces, radiator covers, plates, lighting fixtures, signage, posters, bulletin boards, labels and other such items not to be coated that are in contact with surfaces to be coated. Following completion of painting, workmen skilled in the trades involved shall reinstall removed items. Restore surfaces contaminated by coating materials, to original condition and repair damaged items.

i. Contractor shall note on paper the location and size of all labeling (i.e. signs, warnings, equipment name or specification plates, decals, numbers, letters, guides, directions, arrows, etc.) throughout each section. When painting is complete, the Contractor shall re-label all labels that were removed or painted-over to include but not limited to:

piping identification and flow direction (see section 2.2.5 for additional details), electrical and control box identification, painted signs, and hand written information.

ii. Contractor shall provide a copy of this information in drawing or table form electronically and in paper to the government.

c. The Contractor shall prepare all surfaces in accordance with paint manufacturer’s requirements.

Previously painted surfaces shall be thoroughly cleaned of all grease, dirt, dust or other foreign matter. Remove all blistering, cracking, flaking, peeling or other deteriorated coatings. Slick surfaces shall be roughened to accept new coating. Damaged areas such as, but not limited to: nail holes, cracks, chips and spalls shall be repaired with suitable material to match adjacent undamaged surfaces. Rusty metal surfaces shall be cleaned as per SSPC requirements. Solvent, mechanical, or chemical cleaning methods shall be used to provide surfaces suitable for painting. New proposed coatings shall be compatible with existing coatings.

d. Preparation shall include placing the sections to be painted under negative air using HEPA filtered negative air machines.

e. The Contractor shall take extra care to seal all fire detection equipment and security equipment to ensure that water penetration into conduits is prevented during preparation. This care in sealing against water or other cleaning methods shall extend to all electrical and data conduits to ensure no damage is caused due to liquid or solid infiltration.

3.1.3 Painting.

a. The Contractor shall clean and paint all walls, ceilings, monitors, structural steelwork, columns, girders, crane rail beams, window mullions and sashes, pedestrian and overhead doors and doorframes, railings, hangers, supports, straps, ladders, stairs, catwalks, cages, partitions walls, baseboard heater covers, ductwork, conduits, eye wash stations, tanks, bay and section signage and piping. If the item (e.g.: pipe, tank, ductwork, etc.) is related to the building or its utility systems, or is in close proximity to the walls/ceiling/columns then it shall be painted.

b. The Contractor shall NOT paint the following unless indicated otherwise:

i. All items of the cab controlled cranes to include but not limited to: tops of crane rails, crane wheels, crane electrical conducting wires, crane conductor rollers, and all items of the crane. Any paint on crane wheels, crane electrical wires, crane conductor rollers, etc. shall be removed immediately to prevent the crane from operating improperly.

ii. Unpainted door hardware, lighted emergency exit signs, fire alarm pull boxes, electrical substation equipment, chain link fencing, electrical buss ducts, unpainted control and electrical boxes, unit heaters, overhead door heaters, thermostats, and transparent and translucent window glass.

iii. Surfaces concealed and made inaccessible by panelboards, fixed ductwork machinery, and equipment fixed in place.

iv. Surfaces in concealed spaces. Concealed spaces are defined as enclosed spaces above suspended ceilings, furred spaces, attic spaces, crawl spaces, elevator shafts and chases.

v. Steel embedded in concrete.

vi. Copper, stainless steel, aluminum, brass, and lead except existing coated surfaces. New zinc-coated, aluminum and copper surfaces under insulation, aluminum jacket on piping or interior ferrous piping under insulation.

vii. All surfaces inside Rooms 000, 001, 002, 003, 004, 005, 006, 007, 008, 013, 014, 015, 016, 017, 018, 019, 019A, 100, 101, 104, 105, 106, 106A, 107, 108, 109, 110, 111, 112, 112A, 113, 114, 116, 117, 124, 125, 200, 201, 202, 203, 204, 205, 206, 207, 208, 209, 210 and the freight elevators. The non-shaded areas of SK-1, SK-2, and SK-3 are the excluded areas.

viii. Yellow and black jib crane arms.

ix. Natural gas piping.

x. Operable exhaust fans and louvers.

xi. Crane landing platforms.

xii. Stairs for roof access in B-Bay.

xiii. Wood block flooring.

c. After surface preparation is complete, and with the sections still under negative air, the

Contractor shall paint the listed surfaces and items per the following requirements:

i. Painting practices shall comply with applicable federal, state and local laws enacted to insure compliance with Federal Clean Air Standards. The Contractor shall apply coatings in accordance with SSPC PA1. Methods are applicable to all substrates, except as modified herein.

ii. The Contractor shall thoroughly work coating materials into joints, crevices and open spaces. Particular attention shall be given to insure that all edges, corners, crevices, welds and rivets receive a film thickness equal to that of adjacent painted surfaces.

iii. Each coat shall be applied so dry film shall be of uniform thickness and free from runs, drops, ridges, waves, pinholes or other voids, laps, brush marks and variations in color, texture and finish.

iv. Allow time between coats, as recommended by the coating manufacturer, to permit thorough drying, but not to present topcoat adhesion problems. Provide each coat in specified condition to receive next coat.

v. Primers, and Intermediate Coats: Do not allow primers or intermediate coats to dry more than 30 days, or longer than recommended by manufacturer, before applying subsequent coats. Follow manufacturer's recommendations for surface preparation if primers or intermediate coats are allowed to dry longer than recommended by manufacturers of subsequent coatings. Each coat shall cover surface of preceding coat or surface completely, and there shall be a visually perceptible difference in shades of successive coats.

vi. The color for doors and door frames shall be “Philly Brown” code “S94-527” in eggshell finish. Paint shall be exterior grade latex based paint manufactured by Passonno Paints, 500 Broadway Watervliet NY 12189.

vii. All surfaces painted Safety Yellow shall be repainted Safety Yellow with the exception of railings around equipment/machines used in the manufacturing process and not attached to walls, stairs, columns, etc.

viii. All surfaces painted fire sprinkler and fire alarm red shall be repainted that red color.

Contractor shall repaint in the same locations all red, nine inch diameter circles that indicate fire extinguisher locations.

ix. The Contractor shall paint all ceilings, and all items and surfaces attached to the ceilings with two coats of water based self-priming dry fall white paint.

x. The Contractor shall paint the walls, columns, and all items and surfaces attached to the walls and columns from the ceiling down to the top of the lowest crane rail with two coats of water based self-priming dry fall white paint. Note: For areas where crane rails do not exist, the contractor shall apply two coats of dry fall paint from the ceiling down to at least five (5) feet.

xi. The Contractor shall paint all other surfaces with a primer and one top coat of water based non-dry fall paint.

xii. Walls, columns, and all items and surfaces attached to the walls and columns from the finished floor to approximately four (4) feet six (6) inches shall be painted light brown.

xiii. Walls, columns, and all items and surfaces attached to the walls and columns from the top of the light brown (4’-6”) to the bottom of the dry fall painted surfaces shall be white.

3.1.4 Utility Labeling.

a. The Contractor shall identify all piping (i.e. potable water, compressed air, steam, condensate, natural gas, etc.) on this project as described in Section 2.2.5 of this SOW, except piping which is concealed and/or not accessible. Identify piping concealed by ceiling tiles, floor tiles, crawl spaces, etc. Only piping located within walls or inaccessible areas need not be identified.

b. The Contractor shall provide manufacturers standard products that conform to ANSI / ASME A13.1 2007 requirements for lettering size, background size, background color and angle of installation. See Section 2.2.12 for more product details.

c. The Contractor shall install pipe markers on long straight runs every twenty (20) feet, above and below every floor penetration and on either side of every wall penetration.

i. Contractor shall insure there is at least one marker per pipe in every room.

ii. Contractor shall install pipe markers at every valve, branch and any change in piping direction.

iii. Contractor shall install pipe markers so that they are visible in a normal standing position.

d. All surfaces to receive pipe markers shall be clean and dry prior to application.

e. Fire Sprinkler Piping: In lieu of labeling, the Contractor shall paint all of the sprinkler piping within Building 35 “Safety Red”. Painting shall be in accordance with WVA Specification 09 90 00 – Interior Paints and Coatings.

i. The Contractor shall apply one coat of primer followed by two coats of paint.

Paint/primer shall be applied in accordance with manufacturer's recommendations.

ii. Each coat shall be applied in a uniform layer, completely covering the preceding coat.

The contractor shall correct any spotting, laps, holidays, brush marks, roller tracking, runs, sags, or other surface imperfections before succeeding coats.

iii. All paint coatings selected shall be produced by the same manufacturer and used throughout the entire project.

iv. If fresh paint is damaged by the elements, the Contractor shall replace or repair the paint at the discretion of the Project COR at no additional cost to the Government.

v. The Contractor shall protect surrounding surfaces against damage during paint application. Contractor shall clean any spattered surfaces. Remove spattered paints by washing, scraping, or other methods. Do not scratch or damage adjacent finished surfaces.

3.2 CLOSEOUT REQUIREMENTS

3.2.1 Construction and Demolition Debris

a. The Contractor shall submit copies of all Bills of Lading and Weight Slips associated with the disposal of construction and demolition (C&D) debris and/or recycled materials, under this scope of work. Submit documentation per Appendix A, “Consolidated List of Submittals”.

3.2.2 Cleanup of Work Site

a. The Contactor shall clean all work areas and remove all tools, equipment, debris, materials, and all waste from the premises.

b. The Contractor shall remove all debris from any remote holding locations, to include any excavation and concrete equipment chute cleanout debris.

c. The Contractor shall remove their equipment from Watervliet Arsenal premises within five

(5) working days after completion of project work.

3.2.3 Restoration of Work Site

a. The Contractor shall repair any items, building surfaces, equipment or miscellaneous items which were damaged during the execution of this SOW. Items that cannot be repaired to restore original function or aesthetics shall be replaced in kind by the Contractor at no additional charge to the Government.

b. Grass, trees, and other vegetation affected by project work shall be restored to same or better condition as existed prior to the start of project work. The Contractor shall prepare the affected areas to eliminate uneven areas and low spots. Remove foreign materials, weeds, and damaged soil. The Contractor shall scratch the area to a depth of three (3) inches where topsoil is to be placed. Spread topsoil to a uniform, compacted depth of less than five (5) inches over areas to be reseeded. Rake until smooth. The Contractor shall seed, fertilize, and water the area to establish grass.

3.2.4 Warranty

a. The Contractor shall provide a 1 year warranty on all paint applications to cover blistering and peeling caused by improper application.

PART 4 APPENDICES

a. Consolidated List of Submittals

b. Interior Painting Building 35, drawing number 4778-35, Sheets 2 and 3 of 3, dated 8/74

c. SK-1 – First Floor Paint Plan

d. SK-2 – Basement Floor Paint Plan

e. SK-3 – Second Floor Paint Plan

APPENDIX A: Consolidated List of Submittals

Line Item Submitted Submittal Needed By Ref.

Section

Submittal Reviewed By (Office)

1 Safety Data Sheets for Hazardous Materials

(SDS)

NLT 7 Calendar Days After Award

3.1.1 Safety Office

2 Signed Contractor Asbestos Notification Acknowledgement Record

NLT 7 Calendar Days After Award

1.2.4 Environmental Office

3 Signed Lockout/Tagout (LOTO) Notification Acknowledgement Record

NLT 7 Calendar Days After Award

1.2.3 Safety Office

4 Project Schedule NLT 7 Calendar Days After Award

1.2.5 COR

5 Contractor Health & Safety Plan NLT 7 Calendar Days After Award

1.2.2 COR

6 Bills of Lading, Dump Slips for C&D Debris and Recycled Materials

Before Closeout 3.2.1 Environmental Office

7 Fall Protection Plan NLT 7 Calendar Days After Award

1.2.6 COR

8 Paint Product Data NLT 7 Calendar Days After Award

1.2.7 COR

9 Primer Product Data NLT 7 Calendar Days After Award

1.2.8 COR

10 Paint Color Samples NLT 7 Calendar Days After Award

1.2.9 COR

11 Utility Label Cut Sheets NLT 7 Calendar Days After Award

1.2.10 COR

12 Paint Plan/Work Schedule NLT 7 Calendar Days After Award

1.2.11 COR

13 Contractor Equipment Requirements NLT 7 Calendar Days After Award

1.2.12 COR

FOR

Correct Remaining QWE Deficiencies – Renovate Bathrooms

AT

Building 35

Work Order #: 7PW129-2

Watervliet Arsenal

Installation Management, Public Works Division Facilities Engineering (TAWV-IMP-F)

Rev. 1 August 2019

PART 1 GENERAL

1.01 Overview.

A. This Statement of Work (SOW) defines the effort required to renovate the restrooms and locker rooms in Building 35. Americans with Disabilities Act (ADA)/Architectural Barriers Act (ABA) issues existing within restrooms, locker rooms, and shower areas will be corrected by renovation and layout changes.

B. The project includes work around known asbestos containing materials (ACM).

C. All work to be completed per the SOW and corresponding drawings associated.

1.02 Hours of Operation.

A. Normal duty hours are 7:00 AM through 4:00 PM, Monday through Thursday, and 7:00 AM through

3:00 PM on select Fridays (the arsenal is closed every-other Friday). Federal holidays are non-work days. If a federal holiday falls on a Saturday or Sunday, the preceding Friday or following Monday is a work holiday.

1.03 General Requirements.

A. The Contractor shall perform all work in strict conformance with Watervliet Arsenal Instructions for Contractors (WAIC). The Contractor shall read and understand this document prior to submitting a proposal. The WAIC is publically available at:

http://www.wva.army.mil/Documents/Contracting/WAIC.pdf

B. The Contractor shall supply all tools, materials, supplies, equipment, labor, temporary utilities and supervision necessary for the complete execution of the requirements within the contract documents and requirements of this SOW.

C. The Contractor shall, prior to submitting a proposal, review (i) all contract documents, and (ii) the project work site, and shall provide written notice to Contracting Specialist detailing any discrepancies that are found between the contract documents and the project work site.

D. The Contractor shall notify the Contracting Specialist a minimum of two (2) business days before the Contractor starts work. The Contractor shall notify the Contracting Officer’s Representative (COR) a minimum of seven (7) business days before the shut-down of a utility or building service.

E. The Contactor shall clean all work areas, at the end of each work day, to remove all tools, equipment, debris, materials, and all waste from the work site.

1.04 Safety Requirements.

A. General.

1. The Contractor shall be responsible for complying with all DOD, Army, Federal, and State health and safety requirements which are applicable to this project, and shall use all means and precautions available to ensure the safety of the occupants and protection to the existing buildings and structures. Contractor shall provide a Safety Plan for Government review and approval.

B. Existing Conditions.

1. The Contractor shall inspect the project work site prior to starting work, and shall request a copy of the asbestos building inspection records to verify the location and description of known asbestos-containing materials.

2. The Contractor shall sign the “Asbestos Notification Acknowledgement Record” and submit this form to the Project COR prior to starting project work.

C. Lockout/Tagout Procedures.

1. The Contractor is required to provide the proper control of hazardous energy (lockout/tagout) per OSHA 29 CFR 1910.147.

2. The Contractor shall sign and submit a “Lockout/Tagout (LOTO) Notification

Acknowledgement Record” prior to working on or de-energizing any electrical equipment.

1.05 Period of Performance.

A. The Contractor shall be required to (i) commence work under this contract within 7 calendar days after the date the Contractor receives notice to proceed, (ii) prosecute the work diligently, and (iii) complete the entire work ready for use not later than 12 months after notice to proceed is given (ref.

FAR 52.211-10). The time stated for completion shall include final cleanup of the premises.

1.06 Permits

A. The Contractor shall obtain the following WVA Permits from the Contracting Officer’s

Representative (COR), IAW the Watervliet Arsenal Information for Contractors (WAIC). The Project COR will provide the Permit forms and the direction necessary to complete each Permit.

1. Hot Work (Flame) Permit

a. Required daily when cutting, grinding, or any operation generating spark or flame takes place.

1.07 Equipment Identification.

A. The Contractor shall create and affix a label to all large equipment, dumpsters, and other mobilized property, which is weather-resistant (laminated, or within a see-thru label hanger), securely affixed to the equipment or visible through a window, and which clearly displays the General Contractor’s:

1. Company name

2. POC name (first, last)

3. POC phone number

4. Project Number (see title page of SOW)

1.08 Waste Dumpster.

A. The Contractor shall place any waste dumpsters in a manner that does not interfere with thru-traffic.

B. Waste dumpsters shall be placed with a minimum of 33’ clearance from any building. The final location shall be coordinated with, and approved by the COR before any dumpsters are mobilized.

C. The Contractor shall cover all waste dumpsters when not in use, and before the end of each work shift. The cover shall be weather-tight.

D. Upon completion of waste removal, all Bills of Lading, Dump Slips for C&D Debris and Recycled Materials will be turned over to the COR.

1.09 Project Drawings.

A. The Contractor shall complete the Items of Work in accordance with the following associated Project

Drawing(s) identified in Part 5 Appendices Item C and attached to this SOW.

B. The Project Drawings do not indicate each component, device, fastener, fixture, or similar incidental item necessary for the performance of the work.

C. The Contractor shall provide, furnish, and install all necessary and appropriate components, devices, fasteners, fixtures, or similar incidental items as necessary. The end result is restrooms required to be complete, operable, and functional system to suit the intended purpose.

D. The Contractor shall review the project site and obtain and/or verify all measurements and project data/information required to perform this project work.

E. The Contractor is required to review all contract documents, and provide written notice to Contracting Officer of any discrepancies that are found.

1.10 Applicable Standards and Documents.

A. Watervliet Arsenal Instructions for Contractors (WAIC).

B. New York State Industrial Code Rule 56 - 12 NYCRR Part 56, Asbestos (ICR56).

C. The American National Standards Institute (ANSI) D. ASTM International E. National Electric Code (NEC) F. Unified Facilities Guide Specifications (UFGS) G. Americans with Disabilities Act (ADA), 2010 ADA Standards for Accessible Design H. NFPA 72: National Fire Alarm and Signaling Code

1.11 Submittals.

A. The Contractor shall e-mail all submittals to the Government for review and approval. All submittals require Government approval unless otherwise explicitly stated. The Contractor shall reference Appendix A “Consolidated List of Submittals” for complete list of required submittals.

PART 2 PRODUCTS

2.01 Products (Contractor shall provide Safety Data Sheets (SDS) for all products as applicable)

A. Epoxy Floor Coating System: Minimum 1/8” height, appropriate and intended for commercial restroom application, slip resistant surface. Dur-A-Flex Dur-A-Quartz Epoxy coating system or equivalent, as approved by the Government.

B. Epoxy wall Coating System: Minimum appropriate and intended for Commercial (Industrial) restroom wall application, Dur-A-Flex Dur-A-Quartz Epoxy coating system or equivalent, as approved by the Government.

C. Wall Tile: 12”x24”, porcelain/ceramic. Daltile Skybridge tile, Pattern -3 tiles horizontal, 1 tile vertical, 1 tile horizontal.

D. Dry wall Suspended Ceiling Grid System: Heavy-duty main beam classification, commercial quality.

Armstrong or equivalent, as approved by the Government.

E. Ceiling Tile: 24”x24”, Beveled Tegular, meet ASTM E84 and CAN/ULC S102 fire performance standards, ASTM E1264 Classification Type III, and resistant to mold and mildew. Armstrong – Fine Fissured High (1758) or equivalent, as approved by the Government. Color shall be white.

F. Lighting: LED Lighting, 2'x4' Sat 65325. Satco 65/325 2X4 Led Flat Panel 4000K 120/277V.

G. Motion Sensor: Ivory in color, Decora wall switch PIR Occupancy Sensor or approved equivalent as determined by the Government.

H. Sink: Porcelain, wall mount, Commercial Grade, ADA wheel chair accessible.

I. Faucet: Chrome finish, Commercial Grade, single hot/cold lever per ADA.

J. Toilet: Porcelain, Commercial Grade.

K. Urinal: Porcelain, Commercial Grade.

L. Shower: Commercial Grade ADA accessible.

M. Exhaust Fan: In-line duct fan, capable of minimum of 8 (eight) air changes per hour.

N. Radiator Cover: Wall mounted, steel, 20ga. minimum, upper angled louvers.

O. Lockers: Commercial Grade steel construction, each individual measuring a minimum of - 15” x 18” x 72”.

P. Windows: Reference individual floor plans for locations. All work to be done per WVA spec for installation and material 08 51 13 Aluminum Windows. Contractor shall verify all rough openings.

Q. Stall Partitions: ¾” solid phenolic with high pressure matte finish melamine surface. Floor mounted pilasters anchored with heavy gauge angle, extruded aluminum head-rail with integral crown loafer rail, integral crown loafer rail, extruded aluminum heat-treated and anodized with necessary fittings.

Surface mounted aluminum side latch, coat hook, aluminum wrap around hinge assembly, aluminum door stop & keeper. Wall connection brackets for panels and pilasters shall be high strength heavy chrome plated. Pilaster trim to be 3" high, .031 stainless steel. All hardware and fittings to be secured with chrome plated one-way vandal-proof sex bolts or No. 14 plated-steel metal screws.

2.02 Materials.

A. Drywall: ASTM C1396/C1396M, Type X, 48 inch wide, 5/8 inch thick unless otherwise notes, tapered edges.

B. Paint: Paint shall be interior latex-based paint, low VOC, water based, with a color as selected by the Government upon submittal processing

C. Primer: Primer shall be interior latex-based primer, low VOC, stain-blocking/stain-hiding formulation intended for the purpose of being applied over bare paper-faced drywall and unfinished wood. Color shall be white.

PART 3 ITEMS OF WORK

3.01 General Preparation.

A. The Contractor shall document and bring to the…