SoW_9PW006.pdf

STATEMENT OF WORK (SOW)

FOR

Repair Exterior Doors

AT

Watervliet Arsenal Buildings 20, 25, 35, 35A, 110, and 135

Project #: 9PW006

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

PART 1 GENERAL

1.1 SUMMARY OF WORK

1.1.1 Project Description

a. This Statement of Work (SOW) defines the effort required for returning all of the exterior doors of the buildings listed to a functional level of good repair.

1.1.2 Location of Work

a. The work is located at buildings; 20, 25, 35, 35A, 110, and 135 involving the majority of the exterior doors. 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 60 calendar days after notice to proceed was given. 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 APPENDIX A “Consolidated List of Submittals” for the complete list of required submittals.

1.2.2 Contractor Safety Plan

a. The contractor shall submit a 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) Acknowledgement

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 approval.

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 Contractor Inspection Report

a. The contractor shall supply a signed form stating that all of the work defined in this SOW has been completed.

b. The report shall summarize the manner in which the inspection was done and on what date.

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. Schedule work to minimize outages. For utility outages and connections required during the execution of work that affect existing systems, coordinate schedule with COR. Schedule utility outages and connections to minimize disruptions to the Government. No additional payment will be provided 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

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

a. The contractor is required to 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. Verify existing utility locations indicated on contract drawings, within area of work.

1.4.2 Hot Work and Confined Space

a. 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 Drawings

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

i. A-101 ACCESS CONTROL LAYOUT, BLDG 20

ii. A-101 ACCESS CONTROL LAYOUT, BLDG 25

iii. A-101 ACCESS CONTROL LAYOUT, BLDG 35

iv. A-101 ACCESS CONTROL LAYOUT, BLDG 110

v. A-101 ACCESS CONTROL LAYOUT, BLDG 124

vi. A-101 ACCESS CONTROL LAYOUT, BLDG 135

1.5.2 Specifications

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

i. 08 13 00 – Metal Doors

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).

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, 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

All work shall be 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, 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

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.

2.2 PRODUCTS

2.2.1 Door Frames

a. All new/replacement door frames shall comply with specification 08 13 00 – Metal Doors.

2.2.2 Door Slabs

a. All new/replacement door slabs shall comply with specification 08 13 00 – Metal Doors

2.2.3 Door Hardware & Accessories

a. All door Accessories shall be a brushed nickel finish.

b. All door mounting hardware shall be stainless steel as specified in specification 08 13 00 – Metal Doors.

PART 3 EXECUTION

3.1 ITEMS OF WORK

3.1.1 Deliver Functional Doors

a. Proper function is an operable door in compliance with all manufacturer’s recommended tolerances that complies with specification 08 13 00 – Metal Doors.

b. The contractor shall make any and all necessary repairs, adjustments, and replacements to the identified doors so as to ensure proper function upon completion.

c. A functional door shall latch securely and with a slab to frame gap small enough to prevent mechanical intrusion.

d. A functional door shall have no binding or mechanical interference when moving from fully closed to fully open. Further, all doors shall open a minimum of 90°.

e. A functional door shall be mechanically limited in travel by some means so as to prevent damage to surrounding building elements during operation. This includes limitations of travel to prevent door or hardware impacts with surrounding walls.

f. A functional double door shall have a removable center post. The door slabs shall latch securely to a point on the center post or on the door frame/threshold.

g. A functional door shall close with enough force to latch securely without causing long term deterioration to the functional status of the door.

3.1.2 Replace Overhead Door Trench Covers

a. Replace metal trench covers at overhead doors; WVA-124-A03-OHD01, WVA-020-A01-OHD01, and WVA-020-F02-OHD01

i. Replacement covers shall be equal in size, thickness, and initial surface finish to the covers being removed.

3.2 CLOSEOUT REQUIREMENTS

3.2.1 Inspection of Work

a. All work conducted shall be inspected by the contractor or their Quality Control representative. A signed document stating that the inspection has been completed will be submitted to the COR for acceptance.

b. The COR shall inspect a random selection of the work completed prior to job closeout, any discrepancies between the submitted inspection report and the field verified condition shall be grounds for more thorough inspection and a non-acceptance of work.

c. Any issues or instances of unsatisfactory work shall not be accepted and will require changes to be completed and approved before the inspection of work is considered complete.

3.2.2 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”.

3.2.3 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.

3.2.4 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.

3.2.5 Warranty

a. The contractor shall provide a 1 year warranty on workmanship and follow all manufacturer’s instructions so as to ensure the validity and application of manufacturer’s warranties.

PART 4 APPENDICES

a. Consolidated List of Submittals

b. Quality Assurance Surveillance Plan (QASP)

c. Acronym Definitions

APPENDIX A: Consolidated List of Submittals

Line Item Submitted Submittal Needed By Submittal Reviewed By (Office)

1 Safety Data Sheets for Hazardous Materials

(SDS)

NLT 7 Calendar Days After Award

Safety Office

2 Signed Contractor Asbestos Notification Form NLT 7 Calendar Days After Award

Environmental Office

3 Signed Lockout/Tagout (LOTO) Notification Acknowledgement Record

NLT 7 Calendar Days After Award

Safety Office

4 Project Schedule NLT 7 Calendar Days After Award

COR

5 Contractor Safety Plan NLT 7 Calendar Days After Award

COR

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

Before Closeout Environmental Office

7 List of all door slabs, frames, hardware, etc planned for use in the project.

NLT 7 Calendar Days After Award

COR

8 Contractor signed inspection report stating that all work defined in SOW is completed.

Before Closeout COR

APPENDIX B: Quality Assurance Surveillance Plan (QASP)

PURPOSE

This Quality Assurance Surveillance Plan (QASP) will be used as a guide to Government Quality Assurance Personnel (QAP). It provides a systematic method to evaluate the services the contractor is required to furnish.

SURVEILLANCE PROCEDURES

Timeliness: Progress is maintained to assure compliance with completion time.

Quality: Conformance with statement of work and industry standards.

Tasks: Performed according to statement of work requirements.

Problem Resolution: Contractor submits deliverables in accordance with the contract and resolves any deficiencies identified by the government in the final submission. Following final submission, contractor resolves any additional deficiencies identified by the government and resubmits and or corrects within one week.

Delivery: Contractor submits each deliverable in accordance with the statement of work and terms of the contract.

PERFORMANCE AREAS

Management Responsiveness: Evaluate the adequacy of the contractor’s responsiveness and their ability to keep the government informed of work progress and provides for early problem identification and effective corrective action plans.

Schedule Control: Evaluate the contractor’s adherence to completion schedule.

Performance: The contractor will be evaluated as to the workmanship and adherence to the statement of work.

EVALUATION CRITERIA

(Outstanding). Indicates performance clearly exceeds contractual requirements. The area of evaluation contains few minor problems for which corrective actions appear highly effective.

(Satisfactory). Indicates performance clearly meets contractual requirements. The area of evaluation contains some minor problems for which the corrective actions appear satisfactory.

(Unsatisfactory). Indicates the contractor failed to satisfy contractual requirements and recovery is not likely in a timely manner. The area of evaluation contains serious problems for which the corrective actions were ineffective.

DOCUMENTATION

Documentation used to perform surveillance will consist of random government inspections and inspection records, as well as the evaluation of final work product delivery by the project COR/COTR.

RATING

Contractor will be given an overall rating of Outstanding, Satisfactory, or Unsatisfactory by the Government Technical point of contact or Contracting Specialist Representative, if appointed, using the above 3 evaluation criteria.

APPENDIX C: Acronym Definitions

COR: Contracting Officer’s Representative

COTR: Contracting Officer’s Technical Representative

EMT: Electrical Metallic Tubing

IMP-E: Installation Management Public Works - Environmental

IMP-F: Installation Management Public Works - Facilities Engineering

LBP: Lead Based Paint

LOTO: Lockout/Tagout

NEC: National Electric Code

NEMA: National Electrical Manufacturers Association

NLT: No Later Than

PCB: Polychlorinated Biphenyls

POC: Point of Contact

PSF: Pounds per Square Foot

QAP: Quality Assurance Personnel

QASP: Quality Assurance Surveillance Plan

SDS: Safety Data Sheets

SOW: Statement of Work

VOC: Volatile Organic Compound

WAIC: Watervliet Arsenal Instructions for Contractors

WVA: Watervliet Arsenal

Watervliet Arsenal Victor Fernandes Facilities Engineering Version 1.0 TAWV-IMP-F March 7th, 2019

Metal Door Specification - 08 13 00 - Page 1

SECTION 08 13 00

Metal Door Specification

PART 1 GENERAL

1.01 REFERENCES

The publications referenced within this specification are referred to by the basic designation only.

A. ASTM International (ASTM)

a. A153/A153M

b. A27/A27M

c. A307

d. A653

e. A924

f. E330

g. E1423

B. American National Standards Institute

a. A250.3

b. A250.6

c. A250.8

d. A250.10

C. National Fire Protection Association (NFPA)

a. NFPA 70

b. NFPA 80

c. NFPA 252

D. Underwriters Laboratories (UL)

a. UL 10B

b. UL 10C

E. Steel Door Institute (SDI)

a. SDI 108-18

b. SDI 110-09

c. SDI 111-09

d. SDI 117-19

e. SDI 118-12

f. SDI 122-15

g. SDI 124-16

h. SDI 134-14

i. SDI 135-18

1.02 SUBMITTALS

A. Government approval is required for submittals with a "G" designation; submittals not having a "G" designation are for information only. Submit the following in accordance with the “Statement of Work - SUBMITTAL REQUIREMENTS”:

a. SD-02 Shop Drawings

1. Installation Detail

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Metal Door Specification - 08 13 00 - Page 2

b. SD-03 Product Data

1. Catalog Data

2. Installation Hardware

c. SD-08 Manufacturer’s Instructions

1. Material Safety Data Sheets (MSDS)

d. SD-09 Manufacturer's Field Reports

1. Appropriate inspection reports where necessary

e. SD-10 Operation and Maintenance Data

1. O&M Manuals

f. SD-11 Closeout Submittals

1. As-Built Installation Detail Drawings

2. Letter of Warranty

PART 2 PRODUCTS

2.01 MATERIALS

A. Metal Doors

a. 36 inch wide, 80 inch tall, 1-3/4” thick, unless otherwise noted.

b. Exterior doors shall be of 16 gauge or thicker as defined in SDI 117-19.

c. Steel coatings must meet or exceed A60 from ASTM A924 & A653.

d. All door, frame, and hardware shall comply with SDI 117-19.

e. Door fire ratings shall comply with SDI 118-12.

B. Fasteners

a. All exterior door and frame fasteners shall be stainless steel and follow manufacturer’s recommendations for size and type unless otherwise noted.

PART 3 EXECUTION

3.01 FRAME INSTALLATION

A. Frames shall be installed plumb, level, rigid and in true alignment as recommended in ANSI/SDI A250.11

B. Frames installed into existing masonry openings shall use manufacturer recommended Existing Masonry Anchors (EMAs) and follow all manufacturer’s recommendations.

C. All metal spreader bars provided for shipping shall be removed with a suitable saw or chisel and filed flush before setting frames.

D. Frame installation shall comply with manufacturer’s specified clearances.

3.02 DOOR INSTALLATION

A. Doors shall be installed with a level header, strike jamb, and hinge jamb.

B. All door jambs shall be installed above finished floor so that finished flooring extends to the framing under the door jamb.

C. Door installation shall comply with manufacturer’s specified clearances.

D. Electronic Hinge Doors

a. Electronic hinge doors shall be installed in compliance with SDI 130-19.

E. Doors shall be installed with weatherstripping, gasketing, or other means to limit air gap around slab perimeter.

a. All gaps between door slabs and frames shall meet manufacturer’s installation tolerances and recommendations.

3.03 DOOR HARDWARE

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Metal Door Specification - 08 13 00 - Page 3

A. Door hardware shall be per manufacturer’s recommendations.

B. All door locks shall be BEST Small Format Interchangeable Core (SFIC) compatible.

3.04 DOOR PROBLEM TROUBLESHOOTING

A. Troubleshoot Issues

a. Troubleshooting shall be done in accordance with SDI 122-15.

3.05 MAINTENANCE

A. Maintaining Standard Steel Doors

a. Steel doors shall be maintained in accordance with SDI 124-16.

B. Maintenance Standard

a. Doors shall be maintained to achieve maximum operational effectiveness and appearance.

b. Doors shall be adjusted to maintain perimeter clearances as specified in ANSI/SDI 250.8.

c. Frames shall be maintained in plumb, level, rigid, and true alignment as recommended in

ANSI/SDI A250.11.

d. Hardware shall be maintained in accordance with the manufacturer’s recommendations and templates. ANSI/SDI A250.6 shall serves as a reference.

C. Fire Rating

a. Any repair required to either the door or frame in a fire rated opening shall be conducted in accordance with ANSI/NFPA 80.

- -END OF SECTION - -

08 13 00 - Metal Doors