W911PT21Q0041 - Solicitation.pdf

ARMY CONTRACTING COMMAND-WARREN (WVA)

SERVICES TEAM

ATTN: CCTA-HDW/BLDG 10

1 BUFFINGTON STREET

WATERVLIET NY 12189-4000

TEL: 518-266-4535 FAX:

SEE SCHEDULE

REQUEST FOR QUOTATIONS

(THIS IS NOT AN ORDER) 1

PAGE OF PAGES

1. REQUEST NO. 2. DATE ISSUED RATING

W911PT21Q0041 10-Mar-2021 5a. ISSUED BY

8. TO: NAME AND ADDRESS, INCLUDING ZIP CODE

IMPORTANT: This is a request for information, and quotations furnished are not offers. If you are unable to quote, please so indicate on this form and return it to the address in Block 5a. This request does not commit the Government to pay any costs incurred in the preparation of the submission of this quotation or to contract for supplies or services. Supplies are of domestic origin unless otherwise indicated by quoter. Any representations and/or certifications attached to this

Request for Quotations must be completed by the quoter.

11. SCHEDULE (Include applicable Federal, State, and local taxes)

ITEM NO.

(a)

SUPPLIES/ SERVICES

(b)

QUANTITY

(c)

UNIT

(d)

UNIT PRICE

(e) (f)

SEE SCHEDULE

AMOUNT

% No. %

NOTE: Additional provisions and representations [ ] are [ ] are not attached.

13. NAME AND ADDRESS OF QUOTER (Street, City, County, State, and ZIP Code)

14. SIGNATURE OF PERSON AUTHORIZED TO

SIGN QUOTATION

15. DATE OF

QUOTATION

16. NAME AND TITLE OF SIGNER (Type or print) (Include area code)

TELEPHONE NO.

AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 18 (REV. 6-95)

PREVIOUS EDITION NOT USABLE Prescribed by GSA FAR (48 CFR) 53.215-1(a)

THIS RFQ X[ ] IS [ ] IS NOT A SMALL BUSINESS SET-ASIDE

6. DELIVER BY (Date)

SEE SCHEDULE

AND/OR DMS REG. 1

UNDER BDSA REG. 2

4. CERT. FOR NAT. DEF.3. REQUISITION/PURCHASE

REQUEST NO.

ARMY CONTRACTING COMMAND-WARREN (WVA)

ATTN: CCTA-HDW/BLDG 10

1 BUFFINGTON STREET

WATERVLIET NY 12189-4000

9. DESTINATION (Consignee and address, including ZIP Code)

7. DELIVERY

[ ]X FOB

DESTINATION

[ ] OTHER

(See Schedule)

14-Mar-2021(Date)

PLEASE FURNISH QUOTATIONS TO THE ISSUING OFFICE IN BLOCK 5a ON OR BEFORE CLOSE OF BUSINESS:10.

5182664738JOSEPH POKRENTOWSKI

(Name and Telephone no.) (No collect calls)5b. FOR INFORMATION CALL:

d. CALENDAR DAYSc. 30 CALENDAR DAYSb. 20 CALENDAR DAYS12. DISCOUNT FOR PROMPT PAYMENT a. 10 CALENDAR DAYS

W911PT21Q0041

Section SF 30 - BLOCK 14 CONTINUATION PAGE

LOCAL NARRATIVES

C.__ REQUEST FOR QUOTE RESPONSES

ALL RESPONSES MUST BE ELECTRONIC. YOU MUST SUBMIT YOUR QUOTE RESPONSES USING

THE FOLLOWING METHODS:

(a) Email to: joseph.s.pokrentowski.civ@mail.mil

(b) Request for Quotes must be filled out completely and sent in its entirety to be considered responsive.

A.__ NOTICE OF WATERVLIET ARSENAL INFORMATION/REQUIREMENTS

(a) IMPORTANT DELIVERY/QUALITY REQUIREMENTS:

(1) ALL OFFERORS MUST CAREFULLY REVIEW THE DELIVERY REQUIREMENT IN THE

REQUEST FOR QUOTE OR SOLICITATION. WHEN SUBMITTING AN OFFER/BID, PLEASE

ENSURE THAT YOU CAN MEET THE DELIVERY SCHEDULE.

(2) ON TIME DELIVERY IS VERY CRITICAL. THEREFORE, YOU MUST ADHERE TO THE

DELIVERY REQUIREMENTS INDICATED IN ANY RESULTANT AWARD. FAILURE TO

COMPLY WITH THE CONTRACTUAL DELIVERY SCHEDULE, MAY RESULT IN TERMINATION

OF THE ORDER OR REQUIRE CONSIDERATION IF THE GOVERNMENT ELECTS TO EXTEND

DELIVERY. (NOTE: Non-availability of raw materials, subcontractor issues, scheduling conflicts, should be considered at the time you are submitting your offer/bid. They are not acceptable excuses for failing to meet the delivery after award).

(3) PROVIDING QUALITY PRODUCTS THAT CONFORM TO THE CONTRACT ARE JUST AS

IMPORTANT AS MEETING THE REQUIRED DELIVERY. DELIVERY OF NON-CONFORMING

PRODUCTS RESULTS IN DELIVERY DELAYS AND INCREASED COSTS TO THE ARSENAL.

(4) PAST PERFORMANCE FOR QUALITY AND DELIVERY MAY BE A MAJOR

CONSIDERATION IN MAKING DETERMINATIONS FOR FUTURE CONTRACT AWARDS.

NOTICE: Throughout this document we may use the terms “we” and “you”, the term “we” means the government of the United States of America, and the term “you” means the contractor.

(b) WATERVLIET ARSENAL INFORMATION FOR CONTRACTORS:

“Watervliet Arsenal Information for Contractors” document is incorporated by reference in all solicitations and contracts. The full text version of the instructions is available at Internet address:

http://www.wva.army.mil/Documents/Contracting/WAIC.pdf Upon request, the contracting officer will make its full text available.”

POC - CONTRACT SPECIALIST/BUYER: Joe Pokrentowski

TELEPHONE NUMBER: 518-266-4738

E-MAIL ADDRESS: joseph.s.pokrentowski.civ@mail.mil

CONTRACTOR DUNS NUMBER/CAGE CODE/FAX NUMBER:

Please provide the following information for your company.

VENDOR NAME: _________________________

VENDOR POC: __________________________

POC PHONE: ____________________________

E-MAIL ADDRESS (see note below): __________________________

DUNS NUMBER _______________________

CAGE CODE (if known) __________________

TAX ID NUMBER ________________________

VENDOR FAX NUMBER ________________

(c) AWCF BULK FUND _X_ DOES ____ DOES NOT APPLY

(d) POSTERS:

(1) Contracts for Material, Supplies, Articles and Equipment Exceeding $15,000/Service Contract Labor Standards. Orders subject to these Acts require contractors to post WH Publication 1313, “Employee Rights on Government Contracts”.

(2) Construction Orders. Orders for construction require contractors to post WH Publication 1321, “Employee Rights under the Davis Bacon” and the Office of Federal Contract Compliance poster on “Equal Employment Opportunity is the Law.”

(3) These posters can be accessed electronically at http://www.dol.gov .

(4) Hard copies of the posters will be made available upon request to the contracting officer.

(e) PAYMENTS:

Any vendor that receives an award (except those paid by credit card or accommodation check) can view invoice payments made by DFAS at https://wawf.eb.mil/ using the “my invoice” system. You will be required to register in order to view payments. Payment information is maintained for 120 days from invoice payment. Vendors can find out when invoices have been paid by Electronic Funds Transfer (EFT), etc. This website can save valuable time and frustration over billing questions and it is a free service.

(f) RELEASE OF INFORMATION:

The contractor shall not release or authorize release of DoD specifications; acceptance test results; information involving critical military technology; or any other information in which the DoD maintains proprietary rights, or is otherwise confidential or classified. This restriction includes any endorsement by the Department of Army of a contractor. Release of information under the circumstances referenced above requires the prior written approval of the Contracting Officer responsible for this contract. It is the contractor’s responsibility to be familiar with, and comply with the requirements of Chapter 5, page 22, paragraph 5-48, of AR 360-1 may be found at http://www.usapa.army.mil/pdffiles/r360_1.pdf

C.__ Submission of Recordable Injuries and Illness Cases (Dec 2012) (ACC-Warren (WVA)) Watervliet Arsenal is pursuing OSHA Voluntary Protection Program (VPP) recognition. The VPP impacts all contractors whose employees cumulatively work more than 1000 hours per quarter within a calendar year at Watervliet Arsenal (herein referred to as “applicable contractors”).

It is the contractor’s responsibility to ensure its employees and managers are in full compliance with OSHA requirements and have a general understanding of VPP. Detailed information on VPP is available on the OSHA website at http://www.osha.gov/dcsp/vpp/index.html . All contractors, whether regularly involved in routine site operations or engaged in temporary projects such as construction or repair, must follow the safety and health rules of Watervliet Arsenal.

Applicable contractors are required to annually submit to Watervliet Arsenal, ATTN: TAWV-XO-S/Safety Office, Bldg. 10, 1 Buffington Street, Watervliet, NY 12189-4000 or email: usarmy.watervliet.tacom.list.wate-safety@mail.mil the following documents (covering the previous calendar year quarters) by 15 January:

‐ Total Case Incidence Rate (TCIR) - the number of recordable injuries and illness cases per 100 full-time employees that a site has experienced in a given time frame.

‐ Days Away, Restricted, and/or Transfer Case Incident Rate (DART) - Number of recordable injuries and illness cases per 100 full-time employees resulting in days away from work, restricted work activity, and/or job transfer that a site has experienced in a given time frame.

‐ OSHA Form 300A

Applicable contractors may submit the above immediately following the completion of a quarter, if desired.

H.__ SERVICES/CONSTRUCTION REQUIREMENTS

(a) SCHEDULE UNIT OF MEASURE NOTE: When "LOT" is stated as a unit of measure it is the equivalent to

"JOB".

(b) WORK PERFORMED ON-SITE AT WATERVLIET ARSENAL:

The contractor agrees that each employee working at Watervliet Arsenal will sign the “Contractor Personnel Agreement on Non-Disclosure of Watervliet Arsenal Technology below. Signatures must be received by the Contract Administrator before work may begin and any resultant delay won’t be considered an excusable delay to contract performance as defined in the contract clause “Default”. Additional copies of this Non-Disclosure Statement can be found on the Internet at http://www.wva.army.mil/Documents/Contracting/nondis.pdf

(d) CONTRACTOR PERSONNEL AGREEMENT ON NON-DISCLOSURE

OF WATERVLIET ARSENAL TECHNOLOGY

(1) The Undersigned, as an employee of _________________________ (Name of Firm) agrees to the following terms and conditions.

(2) Any knowledge gained, as a result of my being permitted on Watervliet Arsenal’s premises, concerning cannon production technology (as defined below) or other technology on any defense item being manufactured or developed at Watervliet Arsenal, will not be released outside of _________________________ (Name of firm) and/or the United States of America (this prohibition includes, but is not limited to, the company’s domestic and foreign subsidiaries, affiliates, etc.), nor will such technology be used to manufacture or assist another in the manufacture of cannon (as described below) or other defense items being manufactured or developed at Watervliet Arsenal, without the written prior approval of Watervliet Arsenal.

(3) Definitions:

(a) CANNON: is defined as any and all components/parts of a complete assembly consisting of a tube, breech mechanism, tube attachments, muzzle appendages, firing mechanisms, and all integral components.

It may also be a component of a weapons system of 40mm Bore or over such as tank guns, towed and self-propelled howitzers, naval guns, mortars and recoilless guns.

(b) CANNON PRODUCTION TECHNOLOGY: is defined as the technical data package and manufacturing technology.

(1) TECHNICAL DATA PACKAGE: cannon engineering drawings, specifications and standards.

(2) MANUFACTURING TECHNOLOGY: technical knowledge, documentation, assistance and equipment and machines used and/or useful in the manufacturing of cannon.

(c) TECHNICAL KNOWLEDGE: the know how collected, trade secrets, production experience and special skills necessary for the production of cannon and the technical information and inventions necessary for the manufacture of cannon and relating to the manufacture of cannon.

(d) TECHNICAL DOCUMENTATION: manufacturing technical data comprised of drawings, specifications, schemes, composition, descriptions, methods of calculations, instructions and other information necessary for the manufacture of cannon.

(e) TECHNICAL ASSISTANCE: all assistance required to make practical and economical use of the technology required to manufacture cannon, such as delivery of documentation, training of personnel, instructions, consultations and acquainting of specialists with the most economical method of using this technology in the manufacture of cannon.

(f) EQUIPMENT AND MACHINES: production machines, machine accessories, apparatuses, spare parts and tooling used for cannon manufacture.

TYPED OR PRINTED NAME, SIGNATURE DATE

TYPED OR PRINTED NAME, SIGNATURE DATE

TYPED OR PRINTED NAME, SIGNATURE DATE

(e) JOB SITE AVAILABILITY:

The work site will be available for performance during normal business hours:

Monday through Thursday Business Hours: 7:00 a.m. EST to 4:00 p.m. EST

Friday Business Hours: Every other Friday from 7:00 a.m. EST to 3:00 p.m. EST

Fridays will be staggered with every other Friday being a closed business day. The first Friday of 2021 to be closed is January 1, 2021.

Based on the above, service contractors should call contract/purchase order administrator in advance if service is scheduled for a Friday to determine if the Arsenal will be open for business.

When a federal holiday is normally observed on Friday, the Arsenal may be closed on the preceding Thursday. In this case, contact the contract/purchase order administrator in advance if scheduling service to determine if the Arsenal will be open for business.

Work at other than the above hours won’t be allowed unless the contractor makes an application at least 48 hours in advance and gets written contracting officer approval. No guarantee is made that the job site will be made available other than as stated above.

(f) CONTROL OF FOREIGN VISITORS TO WATERVLIET ARSENAL:

Offerors are advised that any employee or representative of their company who is not a U.S. citizen, (or is representing a foreign company) and is a U.S. citizen), planning on visiting the Watervliet Arsenal for the purpose of attending: bid conferences, bid openings, site visits, engineering services, or any other visit related to this solicitation will be escorted at all times by an arsenal representative while on the installation grounds.

Therefore, offerors must notify the Contracting Officer in advance (a minimum of two [2] weeks) of any proposed visit by a non-U.S. citizen or U.S. citizen representing a foreign firm, to assure proper clearance for entry into the arsenal. Failure to comply, or disclose a foreign national visitor, may subject the Contractor to the penalties set forth in 18 U.S.C.A. Section 1001, Chapter 14.

Due to manpower constraints, Watervliet Arsenal is often unable to provide escort services during contract performance. Therefore, if the resulting contract requires performance on Watervliet Arsenal property, employees, individuals or subcontractors representing the successful offeror who are not U.S. citizens may not, depending on staffing levels and the availability of escorts, be allowed access to the Arsenal for purpose of contract performance.

Be further advised that the inability of the Arsenal to provide escorts resulting in denial of access to Watervliet Arsenal of the aforementioned personnel will not be considered an excusable delay to contract performance as defined in the contract clause “Default” contained in the contract. Therefore, offerors should consider the above contingencies during offer preparation.

(h) CONTRACTOR IDENTIFICATION:

Contractor employees shall identify themselves as contractor personnel by introducing themselves or being introduced as contractor personnel and displaying distinguishing badges or other visible identification for meetings with Government personnel. In addition, contractor personnel shall appropriately identify themselves as contractor employees in telephone conversations and in formal and informal written correspondence, and when working in situations where their actions could be construed as official government acts.

AS7316

A.__ ALL OR NONE

Offers in response to this solicitation must be submitted for the total quantity of the items identified in the solicitation.

(1) ONLY ONE AWARD WILL BE MADE AS A RESULT OF THIS SOLICITATION.

(2) OFFERS SUBMITTED FOR LESS THAN THE TOTAL QUANTITIES OF ALL THE ITEMS IN THIS

SOLICITATION WILL BE DEEMED NONRESPONSIVE.

L.___ HQ-AMC LEVEL PROTEST PROCEDURES

Complete AMC Protest Procedures can be found at: http://www.amc.army.mil/Connect/Legal-Resources/ An agency protest may be filed with either the contracting officer or to HQAMC but not both following the procedures listed on the website above.

CLAUSES INCORPORATED BY FULL TEXT

252.232-7006 WIDE AREA WORKFLOW PAYMENT INSTRUCTIONS (DEC 2018)

(a) Definitions. As used in this clause—

“Department of Defense Activity Address Code (DoDAAC)” is a six position code that uniquely identifies a unit, activity, or organization.

“Document type” means the type of payment request or receiving report available for creation in Wide Area WorkFlow (WAWF).

“Local processing office (LPO)” is the office responsible for payment certification when payment certification is done external to the entitlement system.

“Payment request” and “receiving report” are defined in the clause at 252.232-7003, Electronic Submission of Payment Requests and Receiving Reports.

(b) Electronic invoicing. The WAWF system provides the method to electronically process vendor payment requests and receiving reports, as authorized by Defense Federal Acquisition Regulation Supplement (DFARS) 252.232- 7003, Electronic Submission of Payment Requests and Receiving Reports.

(c) WAWF access. To access WAWF, the Contractor shall—

(1) Have a designated electronic business point of contact in the System for Award Management at https://www.sam.gov; and

(2) Be registered to use WAWF at https://wawf.eb.mil/ following the step-by-step procedures for self-registration available at this web site.

(d) WAWF training. The Contractor should follow the training instructions of the WAWF Web-Based Training Course and use the Practice Training Site before submitting payment requests through WAWF. Both can be accessed by selecting the “Web Based Training” link on the WAWF home page at https://wawf.eb.mil/

(e) WAWF methods of document submission. Document submissions may be via web entry, Electronic Data Interchange, or File Transfer Protocol.

(f) WAWF payment instructions. The Contractor shall use the following information when submitting payment requests and receiving reports in WAWF for this contract or task or delivery order:

(1) Document type. The Contractor shall submit payment requests using the following document type(s):

(i) For cost-type line items, including labor-hour or time-and-materials, submit a cost voucher.

(ii) For fixed price line items—

(A) That require shipment of a deliverable, submit the invoice and receiving report specified by the Contracting Officer.

N/A

(B) For services that do not require shipment of a deliverable, submit either the Invoice 2in1, which meets the requirements for the invoice and receiving report, or the applicable invoice and receiving report, as specified by the Contracting Officer.

Construction Payment Invoice

(iii) For customary progress payments based on costs incurred, submit a progress payment request.

(iv) For performance based payments, submit a performance based payment request.

(v) For commercial item financing, submit a commercial item financing request.

(2) Fast Pay requests are only permitted when Federal Acquisition Regulation (FAR) 52.213-1 is included in the contract.

(3) Document routing. The Contractor shall use the information in the Routing Data Table below only to fill in applicable fields in WAWF when creating payment requests and receiving reports in the system.

Routing Data Table*

Field Name in WAWF Data to be entered in WAWF

Pay Official DoDAAC HQ0303

Issue By DoDAAC W911PT

Admin DoDAAC** W911PT

Inspect By DoDAAC N/A

Ship To Code N/A

Ship From Code N/A

Mark For Code N/A

Service Approver (DoDAAC) N/A

Service Acceptor (DoDAAC) N/A

Accept at Other DoDAAC N/A

LPO DoDAAC N/A

DCAA Auditor DoDAAC N/A

Other DoDAAC(s) (Contracting Officer) W911PT

(4) Payment request. The Contractor shall ensure a payment request includes documentation appropriate to the type of payment request in accordance with the payment clause, contract financing clause, or Federal Acquisition Regulation 52.216-7, Allowable Cost and Payment, as applicable.

(5) Receiving report. The Contractor shall ensure a receiving report meets the requirements of DFARS Appendix F.

(g) WAWF point of contact.

(1) The Contractor may obtain clarification regarding invoicing in WAWF from the following contracting activity’s WAWF point of contact.

N/A

(2) Contact the WAWF helpdesk at 866-618-5988, if assistance is needed.

Section B - Supplies or Services and Prices

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Lot Repair Steel Deck Plates

FFP

To provide all labor, material, parts and equipment to repair the raised pattern (skid resistant) steel plate covers over the electrical trenches for the G&L Vertical Turning Center (VTC) machines per scope of work # 20PW206 which is attached and incorporated.

Wage Determination General Decision Number: NY2 dated 01/01/ 2021 applies and is incorporated.

Magnitude of both requirements is between $25,000 and $100,000.

Technical Point of Contact is Dan Clough.

100% Payment Bonds are required.

FOB: Destination

NSN: AASSVC0216015H

MILSTRIP: W16H1F0216015H

PURCHASE REQUEST NUMBER: W16H1F0216015H

PSC CD: Z2EB

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0002 1 Lot Repair Equipment Bay Steam Trench

FFP

To provide all labor, material, parts and equipment to repair the metal cover plates over the steam trench located in the back of the Apparatus Bay of the Fire House, Building 22 per scope of work # 20PW200 which is attached and incorporated.

Wage Determination General Decision Number: NY2 dated 01/01/ 2021 applies and is incorporated.

Magnitude of both requirements is between $25,000 and $100,000.

Technical Point of Contact is Dan Clough.

100% Payment Bonds are required.

FOB: Destination

NSN: AASSVC0125001I

MILSTRIP: W16H1F0125001I

PURCHASE REQUEST NUMBER: W16H1F0125001I

PSC CD: Z2EB

NET AMT

Section C - Descriptions and Specifications

STATEMENT OF WORK - 20PW206

STATEMENT OF WORK (SOW)

FOR

Repair Steel Deck Plates

AT

Watervliet Arsenal Building #20

Project #: 20PW206

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

PART 1 GENERAL

SUMMARY OF WORK

1.1.1 Project Description

a. This Statement of Work (SOW) defines the effort required to repair the raised pattern (skid resistant) steel plate covers over the electrical trenches for the G&L Vertical Turning Center (VTC) machines. These covers were damaged (deflected) by fork lift traffic.

1.1.2 Location of Work

a. The work is located at Bldg. 20, C-Bay, Sections 6-9, 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 [30] 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.

SUBMITTALS

1.1.5 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.

1.1.6 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.

1.1.7 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.

1.1.8 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.

1.1.9 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.

GENERAL REQUIREMENTS

1.1.10 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>

1.1.11 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.

1.1.12 Safety Requirements

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.

ON-SITE PERMITS

1.1.13 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.

1.1.14 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.

APPLICABLE DOCUMENTS

1.1.15 Drawings

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

i. S1 – Site Plan & Details

1.1.16 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).

CONTRACTOR EQUIPMENT

1.1.17 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.

1.1.18 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. The Contractor shall submit all Bills of Lading and Weight Slips associated with the disposal of all construction and demolition (C&D) debris to the Contracting Officer on a monthly basis. The contractor shall provide this information within ten (10) days of disposal of the waste.

PART 2 PRODUCTS

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.

PRODUCTS

2.1.5 Trench Cover(s): ASTM A-786, medium 4-way pattern, commercial grade mill finish, not polished.

2.1.6 Stiffener: A36 Steel Angle or Channel, hot rolled, mild steel.

2.1.7 Paint: Ultra Tuff Rubberized Anti-Slip Coating (UT-100) or equivalent.

a. Non-skid, water based, single component product. Created through a unique process of cross-linking urethanes, acrylics, and co-polymers and utilizing recycled rubber crumb as an aggregate. These coatings are designed to provide an attractive, highly durable impact resistant non-slip surface.

i. Water borne

ii. No VOC’s or Isocyanates

iii. Single pack

iv. Easy to apply

v. Environmentally Friendly

vi. Chemical resistant

vii. Non-flammable

viii. Wide color range

ix. UV resistant

2.1.8 Primer: Ultra Tuff Water Based Primer (MP-10) or equivalent.

a. Single component product that is compatible with most high performance finish coatings. The product is designed specifically for metal surfaces.

i. Pre-mixed

ii. Water Borne

iii. Corrosion Inhibiting

iv. Low VOC

v. Excellent Adhesion

vi. Fast Dry

PART 3 EXECUTION

ITEMS OF WORK

3.1.1 General Requirements.

a. The contractor is required to review the project site, and obtain and/or verify all measurements and project data/information required to perform this project work. In addition, the contractor is required to review all contract documents, and provide written notice to the Project Engineer or Contracting Officer of any discrepancies that are found.

b. The contractor shall supply all tools, materials, supplies, equipment, labor, temporary utilities and supervision necessary for complete and appropriate execution of the contract documents and requirements of this SOW. This shall include all appropriate equipment to deliver, place and install steel plates in accordance with manufacturer's recommendations.

c. This SOW and any Project Drawings and Specifications do not indicate each component, device, fastener, fixture, or similar incidental item necessary for the performance of the work. The contractor shall provide, furnish, and install all necessary and appropriate components, devices, fasteners, fixtures, or similar incidental items as necessary and required to provide complete, operable, and functional system to suit the intended purpose.

d. The contractor shall take prompt corrective measures to eliminate existing and predictable hazards and to stop work when required.

3.1.2 Repair Trench Covers.

a. The contractor shall furnish and install new sections of trench covers and appurtenances required to complete work shown and specified. New plates shall be of same type and size as existing steel plates.

i. All plating used shall be without deformations (warping, cracking, etc.) and shall be subject to straightedge testing.

ii. Plate removal will be required if it is permanently deformed. Steel trench plate deformation may occur during loading, but if a steel plate is deformed without loading it shall be removed and replaced.

b. The contractor shall inspect surfaces, supports, and anchors on which trench covers are to be mounted and secured.

i. Verify supports and anchors are properly located and oriented.

ii. Verify opening locations, opening sites, and dimension tolerances are acceptable.

iii. Correct defects prior to installation of trench covers.

c. The contractor shall submit shop drawings showing plans, elevations and details of sections and connections to include type and location of fasteners.

d. The contractor shall use all means and precautions necessary to insure the safety of the occupants and protection to the cabling within the trenches during all phases of work. This shall include the use of welding blankets. Welding blankets shall be fire retardant and high-temperature resistant.

Any damage to the cabling as a result of this work will be the responsibility of the contractor to correct at no cost to the Government.

e. The contractor shall avoid creating a safety issue by having an open trench for an extended period of time. Therefore, the covers shall remain in place as necessary until each section is repaired or replaced.

i. In the event the contractor chooses to take the plate(s) offsite for modification, the trench shall be covered in a manner to suitably withstand traffic from forklifts and pedestrians. Contractor shall ensure the temporary covers have an anti-slip surface and beveled edges to prevent slips, trips and falls.

f. Trench covers shall be able to bear the weight of a forklift weighing upwards of 4,400 pounds over the full span unless a greater loading is noted.

g. The contractor shall provide stiffener angles (or channel) to meet the load requirements specified above.

i. Contractor shall either notch the stiffener(s) or the cable tray divider(s) within the trench as required to provide adequate clearance. Enough space shall be provided to ensure the plates do not snag during removal operations. Important Note: If the stiffeners are notched, the contractor shall weld gussets on each side of the opening for added strength.

h. The contractor shall drill bolt holes in trench covers for installation of new fasteners to secure trench cover to frame. Contractor shall drill bolt holes larger than nominal size of bolts, unless otherwise specified. Contractor shall counter sink bolt holes.

i. In addition, the contractor shall drill lifting holes. Lifting holes shall be equidistantly spaced from each end of the plate, and no more than 1 inch in diameter.

i. To hold select plates tightly together, plates will require a 6 inch long tack weld for stability (1 location). When the steel is to be welded, a welding procedure suitable for the grade of steel and intended use is to be utilized.

i. Contractor shall also weld 3 x 2 x 3/8 inch angle steel to the underside of adjoining covers to act as a plate rest. Angle steel shall be situated so that 1-1/2 inches overhangs the edge of the plate to which it is being welded.

j. The contractor shall be responsible to ensure that the steel plates and securing systems meet the minimum specifications and are properly installed.

k. Each plate must be fully supported around the perimeter to prevent wobbling or rocking and operate with minimal noise.

l. The plates shall be secured to prevent any movement. Trench plates shall not be overlapped or stacked on top of one another. Steel plates shall be secured against displacement. Securing devices shall not extend above the wearing surface of the plate.

m. The contractor shall re-weld disjointed plate stops (minimum of 2 locations). Plate stops shall be welded and ground flush at the corners for a finished appearance.

n. Welding: All welding and thermal cutting equipment shall be so designed and manufactured, and shall be in such condition, as to enable designated personnel to follow the procedures and attain the results described in AWS D1.1/D1.1M – Structural Welding Code. Contractor shall grind rough weld beads and sharp metal edges smooth.

i. Base metal shall be sufficiently cleaned to permit welds to be made that will meet the quality required. Welds shall not be placed on surfaces that contain fins, tears, cracks, slag or other base metal defects.

ii. Loose scale, thick scale, and thick rust shall be removed from the surfaces to be welded, and from surfaces adjacent to the weld. Surfaces to be welded, and surfaces adjacent shall be cleaned to remove excessive quantities of water, oil, grease and other hydrocarbon based materials.

iii. Insofar as practicable, all welds shall be made in a sequence that will balance the applied heat of welding while the welding progresses. The procedure shall be such that minimizes distortion and shrinkage.

3.1.3 Paint Trench Covers.

a. The contractor shall clean weld spatter, grease, oil, cutting lubricant or any other debris from exterior surfaces of trench covers. All surfaces must be clean and dry. If there is any question of contaminants, use a cleaner such as a commercial degreaser or laundry detergent and a scrub brush.

b. The contractor shall remove rust and paint by sandblasting, power brushing or hand wire brushing before applying the primer coat. Plates shall be sound, dry, and free of all wax, oil, grease, and loose materials.

c. The contractor shall acid etch all bare metal plates, and then test adhesion of the primer prior to completing the process.

d. The contractor shall apply primer and paint in accordance with manufacturer’s recommendations to include applying products within the specified time ranges.

e. The contractor shall apply one (1) coat of primer followed by three (3) coats of the water based non-skid polyurethane coating to achieve the recommendation for heavier traffic use. Contractor shall slowly build the thickness of the coating, and not try to attain the desired thickness in one application. Finish color shall be “black.”

f. The contractor shall ensure a non-skid surface is maintained on the plate. Plate(s) without the required skid-resistance will require removal and repair in accordance with the product literature.

g. When finished, the contractor shall re-paint the 4 inch yellow aisle line. Paint shall match existing in all respects (e.g. color, sheen, texture, etc.).

CLOSEOUT REQUIREMENTS

3.1.4 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”.

3.1.5 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.

3.1.6 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.

3.1.7 Warranty

a. The contractor shall provide a [1] year warranty on materials and workmanship.

PART 4 APPENDICES

a. Consolidated List of Submittals

b. Quality Assurance Surveillance Plan (QASP)

c. S1 – Site Plan & Details

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

Within 10 calendar days of disposal of any waste

Environmental Office

7 Shop Drawings NLT 7 Calendar Days After Award

COR

8 Paint/Primer Product Data NLT 7 Calendar Days After Award

COR

9 Fastener Product Data NLT 7 Calendar Days After Award

COR

10 Product Data for Manufactured Products NLT 7 Calendar Days After Award

COR

STATEMENT OF WORK - 20PW200

STATEMENT OF WORK (SOW)

FOR

Repair Equipment Bay Steam Trench

AT

Watervliet Arsenal Building #22

Project #: 20PW200

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

PART 5 GENERAL

SUMMARY OF WORK

5.1.1 Project Description

a. This Statement of Work (SOW) defines the effort required to repair the metal cover plates over the steam trench located in the back of the Apparatus Bay of the Fire House, Building 22. The existing metal plates have significantly rusted. The rust has elevated a few of the plates above the surrounding floor creating a tripping hazard. It is the objective of this project to eliminate the tripping hazard and prevent future rusting.

5.1.2 Location of Work

a. The work is located at the Firehouse, Building 22, approximately as indicated. The exact location will be shown by the Contracting Officer.

5.1.3 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 [30] calendar days after notice to proceed was given. The time stated for completion shall include final cleanup of the premises.

5.1.4 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.

SUBMITTALS

5.1.5 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.

5.1.6 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.

5.1.7 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.

5.1.8 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.

5.1.9 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.

GENERAL REQUIREMENTS

5.1.10 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>

5.1.11 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.

5.1.12 Safety Requirements

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.

ON-SITE PERMITS

5.1.13 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.

5.1.14 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.

APPLICABLE DOCUMENTS

5.1.15 Drawings

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

i. A1 – Site Plan

5.1.16 Specifications

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

i. ICRI Technical Guideline 310.2R

5.1.17 References

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

i. Watervliet Arsenal Instructions for Contractors (WAIC).

ii. American Concrete Institute (ACI)

iii. Occupational Safety and Health Administration (OSHA)

iv. UFGS SECTION 03 01 00 - REHABILITATION OF CONCRETE

CONTRACTOR EQUIPMENT

5.1.18 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.

5.1.19 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. The Contractor shall submit all Bills of Lading and Weight Slips associated with the disposal of all construction and demolition (C&D) debris to the Contracting Officer on a monthly basis. The contractor shall provide this information within ten (10) days of disposal of the waste.

PART 6 PRODUCTS

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.

6.1.1 Hazardous Materials

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

6.1.2 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.

6.1.3 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>.

6.1.4 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…