W911PT-17-Q-0084.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

W911PT-17-Q-0084 30-May-2017 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)

15-Jun-2017(Date)

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

518-266-4585LAURIE VROMAN

(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

W911PT-17-Q-0084

Section SF 30 - BLOCK 14 CONTINUATION PAGE

SITE VISIT INFORMATION

SITE VISIT INFORMATION:

SITE VISIT DATE: Thursday June 1, 2017 at 10:00AM EST

FOR ACCESS INTO THE FRONT GATE PLEASE CONTACT Laurie Vroman, (518)266-

4585 WITH NAME(S) AND COMPANY REPRESENTED AT LEAST A MINIMUM OF 24

HOURS IN ADVANCE OF SITE VISIT.

MEETING POINT IS THE FRONT GATE PARKING AREA TO THE RIGHT OF THE MAIN

ENTRANCE.

THIS IS THE ONLY SITE VISIT, ALTERNATE DATES AND/OR TIMES WILL NOT BE

GRANTED!

SAFETY GLASSES ARE REQUIRED. Safety shoes and any other appropriate Personal Protective Items are also recommended.

Section B - Supplies or Services and Prices

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Lot Repair Safety Railing & Gates

FFP

To provide all labor, material, parts and equipment to REPAIR CRANE ACCESS

SAFETY RAILING IN BUILDING 135, BAY E-26, AND SPRING HINGES ON

GATES IN BUILDING 35, A-B BAY. All work will be performed in accordance with Statement of Work under project 6PW235 which is attached and incorporated.

Wage Determination General Decision Number NY 2 Latest Revision applies for all line items and is incorporated.

Period of Performance is 90 days for all three from receipt of notice to proceed.

Magnitude of all three line items is $25,000 and $100,000

Payment Bonds are required if quotation in total is over $35,000.

Technical Point of Contact is Daniel Clough at 518-266-5420

MID: 43689:M7955

FOB: Destination

NSN: AASSVC711004TO

MILSTRIP: W16H1F711004TO

PURCHASE REQUEST NUMBER: W16H1F711004TO

NET AMT

0002 1 Lot Install Cage in Bldg 15

FFP

To provide all labor, material, parts and equipment to INSTALL A SIX FOOT

HIGH CHAIN LINK FENCE WITH SLIDING GATE TO CREATE A

SECURED STORAGE AREA.. All work will be performed in accordance with Statement of Work under project 6PW235 which is attached and incorporated.

MID:68879:M7955

FOB: Destination

NSN: AASSVC71090AGQ

MILSTRIP: W16H1F71090AGQ

PURCHASE REQUEST NUMBER: W16H1F71090AGQ

0003 1 Lot Install Security Gates Bldg 35/135

FFP

To provide all labor, material, parts and equipment to INSTALL FIVE FOLDING

SECURITY GATES AND TWO CYPHER LOCKS ON THE SECOND FLOOR

OF BUILDING 120 FOR LOGISTICS TEMPORARY STORAGE AREA. All work will be performed in accordance with Statement of Work under project 7PW215 which is attached and incorporated.

MID:69147:M7955

FOB: Destination

NSN: AASSVC7102011M

MILSTRIP: W16H1F7102011M

PURCHASE REQUEST NUMBER: W16H1F7102011M

CLAUSES INCORPORATED BY FULL TEXT

52.0000-4200 NOTICE OF WATERVLIET ARSENAL INFORMATION/REQUIREMENTS (Dec 2014) (ACC-

WRN(WVA)):

IMPORTANT DELIVERY/QUALITY REQUIREMENTS:

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.

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).

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.

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.

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: Laurie B Vroman

TELEPHONE NUMBER: 518-266-4585

E-MAIL ADDRESS: laurie.b.vroman.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 ________________

NOTE: Your e-mail address is required so that in the event you receive the resultant award, we can e-mail it to you.

If we experience difficulties with e-mail, it will be datafaxed.

AWCF BULK FUND DOES APPLY

POSTERS:

Walsh-Healey Act/Service Contract Act. Orders subject to these Acts require contractors to post WH Publication 1313, “Employee Rights on Government Contracts”.

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

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

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

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.

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.apd.army.mil/pdffiles/r360_1.pdf

(END OF CLAUSE)

52.0000-4201 SERVICES/CONSTRUCTION REQUIREMENTS (Jan 2017) (ACC-WRN(WVA)):

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

"JOB".

APPOINTMENT FOR SITE VISIT*:

To make an appointment for a site visit contact ____________________Telephone No. __________________ (NO COLLECT CALLS) between the hours of 8:00 a.m. to 3:00 p.m. Monday thru Thursday.

*FOR CONSTRUCTION SEE FAR CLAUSE 52.236-27, Site Visit (Construction).

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

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 an/or useful in the manufacturing of cannon.

(a) 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.

(b) 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.

(c) 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.

(d) 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

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 2017 to be closed is January 6, 2017.

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.

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.

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.

(END OF NOTICE)

Section C - Descriptions and Specifications

STATEMENT OF WORK

STATEMENT OF WORK (SOW)

FOR

Repair Safety Railings and Gates (0001)

AT

Watervliet Arsenal

Buildings 35 and 135

Project #: 6PW235 Installation Management, Public Works Division

Facilities Engineering (TAWV-IMP-F)

PART 1 GENERAL

1.01 Overview.

A. This Statement of Work (SOW) defines the effort required to repair the crane access safety railings and gates in Buildings 35 and 135.

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 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.

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

A. Contractor Safety Plan.

1. 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.

1.02 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.

1.03 Project Schedule.

A. The contractor shall create a project schedule and submit for Government review and approval. 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.

1.04 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

1.05 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)

1.06 Applicable Documents.

A. Watervliet Arsenal Instructions for Contractors (WAIC).

1. UFGS Section 05 52 00 – Metal Railings

2. UFGS Section 05 05 23.16 – Structural Welding

1.07 Submittals.

A. The contractor shall e-mail all submittals to the Contracting Specialist 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 complete list of required submittals.

PART 2 PRODUCTS

2.01 General.

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.

B. 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.

C. 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>.

2.02 Product and Material.

A. 1-1/4” Nominal Schedule 40 Pipe, ASTM B429/B429M B. 1/8” X 6” Flat Bar, ASTM A36 C. 3/8” X 2-1/2” Flat Bar, ASTM A36 D. Spring Loaded Hinge, Bommer Industries 2980 or Equivalent

PART 3 ITEMS OF WORK

3.01 Building 35.

A. The contractor shall remove, furnish and install a total of twenty (20) spring loaded hinges in ten (10) locations throughout Bays A and B, Sections 4, 11, and 21.

Contractor shall refer to Bldg. 35 - Floor Plan, attached.

B. The contractor shall be responsible to determine method to sufficiently remove existing hinges. If by grinding, the contractor shall use caution to prevent damage (nicking, gouging, etc.) to the safety gate and railing post.

C. The contractor shall secure new hinges in place with continuous welds along the entire area of contact.

1. Contractor shall ensure hinges are plumb and true to horizontal and vertical lines and levels.

2. Contractor shall perform welding, welding inspection, and corrective welding

(if required) in accordance with AWS D1.1/D1.1M.

D. The contractor shall be responsible for covering all equipment, machinery, stored-materials, etc. to prevent damage. Any damage as a result of this work shall be responsibility of the contractor.

E. Immediately after installation, all galvanized surfaces damaged by welding, grinding or abrasions shall be cleaned and repaired with galvanizing repair material applied in strict conformance with the manufacturers printed instructions.

F. When complete, the contractor shall adjust the tension of each hinge to ensure proper operation of the safety gate. Gates shall self-close in a fluid motion to provide safe access to and from the crane.

3.02 Building 135.

A. The contractor shall remove and replace approximately thirty (30) lineal feet of railing to include three (3) safety gates and one (1) supporting member in Bay E, Section 26, as it was damaged by the adjacent crane.

B. The contractor shall be responsible for covering all equipment, machinery, stored-materials, etc. to prevent damage caused by removal operations. Any damage caused by removal operations shall be responsibility of the contractor.

C. The contractor shall provide new section of railing(s) consisting of a top rail, intermediate rail, posts, and safety gates. Railings shall have a vertical height matching that of the existing sections from the upper surface of the top rail to the decking. The top rail shall be smooth-surfaced throughout the length of the railing.

The intermediate rail shall be approximately halfway between the top rail and the decking.

D. Railings shall be 1-1/4” nominal schedule 40 pipe ASTM B429/B429M.

Intermediate rails shall be flat bar matching existing in size and thickness.

E. The contractor shall provide kick-plates between railing posts, consisting of 1/8” steel flat bars not less than six (6) inches high. Kick-plates shall be secured to posts with welds.

F. Railings shall have a continuous weld on all seams and mounting brackets in accordance with the recommendations of AWS D1.1/D1.1M. Contractor shall grind any exposed welds smooth and flush to match and blend with adjoining surfaces.

G. Railings shall resist a minimum concentrated load of 200 lbf in any direction at any point of the top of the rail or 50 lb/ft applied in any direction at the top of the rail, whichever is more severe.

H. The contractor shall adjust railing prior to securing in place to ensure proper matching at butting joints and correct alignment throughout their length. Contractor shall plumb posts in both directions.

I. The contractor shall anchor posts to existing channel supporting members with continuous welds.

J. Immediately after installation, contractor shall clean all field welds, bolted connections, and abraded areas.

K. Once complete, the contractor shall prime (1 coat) and paint (2 coats) railings and gates to match existing. Finish coat shall be tan in color for the railings and safety yellow for the gates.

1. Prior to applying finish, contractor shall remove roll marks, scratches, rolled-in scratches, kinks, stains, pits, orange peel, die marks, structural streaks, and other defects which will affect uniform appearance of finished surfaces.

PART 4 CLOSEOUT REQUIREMENTS

4.01 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.

4.02 Final Repairs and Restoration to Work Site.

A. The contractor shall repair any items, building surfaces, equipment or miscellaneous items which were damaged during the execution of this SOW.

PART 5 APPENDICES

A. Consolidated List of Submittals B. Quality Assurance Surveillance Plan (QASP) C. Bldg. 35 - Floor Plan

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 Project Schedule NLT 7 Calendar Days After Award

COR

4 Contractor Safety Plan (1.05.A.) NLT 7 Calendar Days After Award

COR

5 Hinge Product Data/Cut-sheet NLT 7 Calendar Days After Award

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, 3 using the above evaluation criteria.

Install Cage (0002)

Building #15, Room 111

Project #: 6PW267

PART 2 GENERAL

2.01 SUMMARY OF WORK

A. Project Description

1. This Statement of Work (SOW) defines the effort required for installation of a six

(6) foot high chain link fence with slide gate in Building 15 to create a secured storage area for turn-ins.

B. Location of Work

1. The exact location will be shown by the Contracting Officer.

C. Period of Performance

1. 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 [21] calendar days after notice to proceed was given. The time stated for completion shall include final cleanup of the premises.

D. Hours of Operation

1. 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.

2.02 SUBMITTALS

A. General Submittal Requirements

1. 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.

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

B. Contractor Safety Plan

1. 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.

C. Lockout / Tagout (LOTO) Acknowledgement

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

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

D. Asbestos Notification Acknowledgement Record

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

E. Project Schedule

1. The contractor shall create a project schedule and submit for Government review and approval.

2. 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.

2.03 GENERAL REQUIREMENTS

A. Watervliet Arsenal Information for Contractors (WAIC)

1. 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. Utility Outage Requests and Utility Connection Requests

1. 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.

2. 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.

C. Safety Requirements

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 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.

2.04 ON-SITE PERMITS

A. Excavation (Dig Permit)

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

2. 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.

B. Hot Work and Confined Space

1. 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.

2.05 APPLICABLE DOCUMENTS

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

1. X3 – Building 15 Floor Plan

2. X4 – Chain Link Fence

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

1. Watervliet Arsenal Instructions for Contractors (WAIC).

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

2.06 CONTRACTOR EQUIPMENT

A. Equipment Identification

1. 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:

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

B. Waste Dumpster

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

2. 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.

3. Cover all waste dumpsters when not in use, and before the end of each work shift.

The cover shall be weather-tight.

4. 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 3 PRODUCTS

3.01 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.

A. Hazardous Materials

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

B. Asbestos, Mercury, Lead, PCB

1. 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.

C. DoD Green Procurement Program

1. 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>.

3.02 PRODUCTS

A. Posts.

1. Posts and Top Rail - shall conform to pipe material standards ASTM A-53, Gr.

"B", Type E or S and have a galvanized coating that conforms to ASTM F-1 083.

a. Terminal Posts: 2-7/8 in., Std. Wgt. nom.dia.

b. Line Posts: 2-3/8 in. Std. Wgt. nom.dia.

c. Top Rail: 1-5/8 in., Std. Wgt. nom.dia.

B. Fence Fabric.

1. Fabricated from 9 gage, polyvinyl chloride-coated galvanized steel wire woven into a 2 inch diamond mesh conforming to ASTM F-668. Color to be selected from standard selection offered manufacturer.

C. Tension Wire.

1. 7 gage, galvanized, coiled spring wire. Zinc coating shall not weigh less than 1.6 ounces per square foot.

D. Post Tops.

1. Shall be malleable iron or approved equal, designed as a weathertight closure. Line posts shall have an opening to permit through passage of top rail. Terminal posts shall have a dome configuration.

E. Stretcher Bars.

1. One piece, lengths equal to the full height of fabric with a minimum cross section of 3/16 by 314-inch steel, wrought or malleable iron and having a galvanized coating that conforms to ASTM F-1 083.

F. Stretcher Bar Bands.

1. Bar bands for securing bars to post shall be pressed steel or malleable iron spaced not more than 15 inches on center. Bands shall be secured with a bolt connection.

All having a galvanized coating that conforms to ASTM F-1083.

G. All Hardware & Misc. Items.

1. Shall be hot-dip galvanized that conforms to ASTM F-1 083.

PART 4 EXECUTION

4.01 ITEMS OF WORK

A. Install Fence and Gate, Building 15.

1. The contractor shall visit the site and verify all dimensions and conditions. Any discrepancies shall be reported to the Contracting Officer.

2. The contractor shall provide and install a six (6) foot high chain link fence with sliding gate outside of Room 111 to provide a secure storage area. Contractor shall refer to the attached building floor plan for exact location.

3. The contractor shall plate and stud posts to concrete floor. Flanges shall be hot dip galvanized to prevent corrosion, and secured using four (4) - one-half (½) inch diameter anchor bolts.

4. The contractor shall ensure posts are straight and plumb within a vertical tolerance of one-quarter (1/4) inch after the fabric has been stretched. Fencing and gates shall be true to line with no more than one-half (1/2) inch deviation from the established centerline between line posts. Defects shall be repaired as directed.

5. Sliding gate shall be installed plumb, level, and secure, with full operation without any interference.

6. The contractor shall install tension wires by weaving them through the fabric and tying them to each post with not less than seven (7) gage galvanized wire or by securing the wire to the fabric with ten (10) gage ties or clips spaced twenty-four

(24) inches on center.

7. The contractor shall provide fabric in single lengths between stretch bars with bottom barbs placed approximately one and a half (1-1/2) inches above the ground line. Fabric shall be pulled taut and tied to posts, rails, and tension wires with wire ties and bands. Fabric shall be installed on the outside, away from room. Fabric shall remain under tension after the pulling force is released.

8. The contractor shall thread stretcher bars through fabric and secure to posts with metal bands spaced fifteen (15) inches on center.

9. Tie wires shall be U-shaped to the pipe diameters to which attached. Ends of tie wires shall be twisted not less than two full turns and bent so as not to present a hazard.

10. Fasteners for tension bands and hardware shall be installed on the side of the fence opposite the fabric side.

11. The contractor shall clean and repair galvanized surfaces damaged by welding or abrasions, and cut ends of fabric, barbed wire, or other cut sections with galvanizing repair material applied in strict conformance with the manufacturers printed instructions.

4.02 CLOSEOUT REQUIREMENTS

A. Construction and Demolition Debris

1. The Contractor shall submit copies of all Bills of Lading and Weight Slips associated with the disposal of construction and demolition (C&D) debris under this scope of work. Submit documentation to project COR.

B. Cleanup of Work Site

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

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

3. The contractor shall remove their equipment from Watervliet Arsenal premises within five (5) working days after completion of project work.

C. Restoration of Work Site

1. 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.

PART 5 APPENDICES

1. Consolidated List of Submittals

2. Quality Assurance Surveillance Plan (QASP)

3. X3 – Building 15 Floor Plan

4. X4 – Chain Link Fence

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

Before Closeout COR

7 Fabric Product Data NLT 7 Calendar Days After Award

COR

8 Post Product Data NLT 7 Calendar Days After Award

COR

9 Galvanized Repair Product Data NLT 7 Calendar Days After

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

Install Gates in Hallways (0003)

Building 120, Second Floor

Project #: 7PW215

PART 6 GENERAL

6.01 SUMMARY OF WORK

A. Project Description

1. This Statement of Work (SOW) defines the effort required for installation of five

(5) security gates and two (2) cypher locks on the second floor of Building 120 for logistics temporary storage area.

B. Location of Work

1. The exact location will be shown by the Contracting Officer.

C. Period of Performance

1. 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.

D. Hours of Operation

1. 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.

6.02 SUBMITTALS

A. General Submittal Requirements

1. 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.

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

B. Contractor Safety Plan

1. 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.

C. Lockout / Tagout (LOTO) Acknowledgement

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

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

D. Asbestos Notification Acknowledgement Record

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

E. Project Schedule

1. The contractor shall create a project schedule and submit for Government review and approval.

2. 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.

6.03 GENERAL REQUIREMENTS

A. Watervliet Arsenal Information for Contractors (WAIC)

1. 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. Utility Outage Requests and Utility Connection Requests

1. 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.

2. 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.

C. Safety Requirements

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 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.

6.04 ON-SITE PERMITS

A. Excavation (Dig Permit)

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

2. 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.

B. Hot Work and Confined Space

1. 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.

6.05 APPLICABLE DOCUMENTS

A. Drawings The following…