W911PT-16-Q-0150.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:

W16H1F605303RX

REQUEST FOR QUOTATIONS

(THIS IS NOT AN ORDER) 1

PAGE OF PAGES

1. REQUEST NO. 2. DATE ISSUED RATING

W911PT-16-Q-0150 01-Sep-2016 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)

27-Sep-2016(Date)

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

(518) 266-4643RONALD ASCHER

(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-16-Q-0150

Section A - Solicitation/Contract Form

CLAUSES INCORPORATED BY FULL TEXT

52.0000-4002 REQUEST FOR QUOTE RESPONSES (Aug 2015) (ACC-WRN (WVA))

*** NOTICE – Vendors should not use the ASFI Bid Response System for submitting quote responses to this office as of 10 August 2015****

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

OF THE FOLLOWING METHODS:

Email to: ronald.a.ascher.civ@mail.mil

Fax to: No longer available.

As of 10 August 2015, you may use the Federal Business Opportunities (FBO) System. Offers received after this date using the ASFI Bid Response System (ASFI BRS), may be deemed non-responsive.

(c) Requirements for the online FBO bid submission:

(1) Vendors must login to the FBO System to be able to submit electronic responses for opportunities.

(2) Vendors must also registered in the System for Award Management (SAM) at www.sam.gov (a Federal Government owned and operated free web site) and have a CAGE Code and CCR Marketing Partner Identification Number (MPIN).

(3) Once logged into the FBO System, vendors will be asked to enter basic information and then will be directed to upload one or more files containing the offer and any additional information as outlined in the solicitation.

(4) FBO will send an email to the email address on file for the user confirming the electronic submission.

(5) For additional information on submitting electronic bid responses via the Federal Business Opportunities

System reference the FBO Vendor Guide – Section 4.3.1 Submitting an Electronic Response Topic (https://www.fbo.gov/downloads/FBO_Vendor_Guide.pdf).

REQUEST FOR QUOTES MUST BE FILLED OUT COMPLETELY AND SENT IN ITS ENTIRETY TO BE

CONSIDERED RESPONSIVE.

(END OF NOTICE)

52.0000-4950 Disclosure of Unit Price Information (Jun 2004) (ACC-WRN (WVA))

This constitutes notification pursuant to Executive Order 12600, Pre-Disclosure Notification Procedures for Confidential Commercial Information (June 23, 1987), of our intention to release unit prices of the awardee in response to any request under the Freedom of Information Act, 5 USC 552. Unit price is defined as the contract price per unit or item purchased. We consider any objection to be waived unless the contracting officer is notified of your objection to such release prior to submission of initial proposals.

END OF CLAUSE

Section B - Supplies or Services and Prices

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Lot FSC: Z2QA - Repair Perimeter Fence

FFP

To provide all labor, material, parts and equipment to restore and repair perimeter fencing at Watervliet Arsenal. All work will be performed in accordance with Statement of Work under project 6PW202, which is attached and incorporated.

Wage Determination General Decision Number: NY160002 08/26/2016 NY2 applies and is incorporated.

Magnitude of this Project is $25,000 to $100,000.

Technical Point of Contact is Dan Clough.

100% Payment Bonds is required.

MID: 43689M7955

FOB: Destination

NSN: AASSVC605303RX

MILSTRIP: W16H1F605303RX

PURCHASE REQUEST NUMBER: W16H1F605303RX

NET AMT

STATEMENT OF WORK 6PW202

Repair Perimeter Fence

POST

Work Order #: 6PW202

AAS #: 160390005

Watervliet Arsenal Installation Management, Public Works Division

Facilities Engineering (TAWV-IMP-F)

8 February 2016

PART 1 GENERAL

1.01 Scope.

A. This Statement of Work (SOW) defines the effort required for the restoration and repair of the perimeter fencing at the Watervliet Arsenal.

1.02 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.

1.03 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.

1.04 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.

1.05 Safety Requirements.

A. 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. 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 Contracting Specialist.

1.06 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.

1.07 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.

1.08 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: “6PW202”

1.09 Applicable Documents.

A. Watervliet Arsenal Instructions for Contractors (WAIC).

B. UFGS 32 31 26 – Wire Fences and Gates C. UFGS 32 31 13.53 – High Security Chain Link Fences and Gates D. American Concrete Institute (ACI) E. American Society for Testing and Materials (ASTM) F. Masonry Advisory Council.

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 Materials.

A. Flat Stock

1. 3/8” x 2-1/2”

2. Shall conform to ASTM A36/A36M

B. Paint

1. Rust Grip as manufactured by Superior Products International II, Inc., Shawnee, Kansas, Tel.

(913) 962-4848, or equivalent.

a. Metallic based, moisture cure polyurethane encapsulating coating designed to seal air, moisture and chemicals out of surfaces.

2. Enamo Grip as manufactured by Superior Products International II, Inc., Shawnee, Kansas, Tel. (913) 962-4848, or equivalent.

a. Two-part aliphatic polyurethane enamel.

C. Fence Posts

1. 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.

2. 2-1/2 in., standard weight, nominal diameter.

D. Tie Wires

1. 16 gage, galvanized steel wire for tying fabric to line posts, rails and braces.

E. Tension Bar(s)/Truss Rod(s)

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. Bottom Rail(s)

1. 1-5/8 in., standard weight, nominal diameter

G. Schedule 80 Pipe, 4” dia.

H. Concrete

1. Shall have a minimum compressive strength of 5,000 psi after 28 days.

I. Clearco Silvercoat Bright Galvanizing Spray or equivalent.

J. Mortar

1. Shall conform to ASTM C-270, Type “O”.

K. Climb Prevention

1. Roller Barrier, manufactured by Insight Security, or approved equivalent

PART 3 ITEMS OF WORK

3.01 Repair Iron Fencing, South of Building 110.

A. The contractor shall use extreme caution to insure all work is of sufficient quality so as not to detract from the historical significance of the fence.

B. The contractor shall straighten bent sections of fence as required to restore to original line.

C. The contractor shall replace all broken or missing U-bolt fasteners. Fasteners shall be hot dipped galvanized to resist corrosion.

D. Splice Plates: The contractor shall replace broken channel splice plates in approximately forty (40) locations. Contractor shall also remove any items used to make temporary repairs.

1. New plates shall be no less than six (6) inches in length and made out of 3/8” x 2-1/2” flat stock.

2. The contractor shall refer to drawing SK-1 for details, attached.

3. The contractor shall modify existing angle steel as required to ensure proper fit.

E. Welding: The contractor shall weld splice plates to existing fence as required.

1. Welds shall be continuous and in accordance with AWS D1.1 specifications.

F. Lead: The existing iron fence coating has been tested and confirmed to contain a small percentage of lead.

1. Contractor shall strip coating at least 4” on both sides of the weld or cut line. Coating shall be stripped onto plastic sheeting and disposed of properly.

2. If the coating is not stripped prior to cutting/welding, the contractor shall provide the following additional protective measures at a minimum:

a. A full face-piece air purifying respirator equipped with N, R, or P filter and with 100 per cent efficiency.

b. A tight fitting powered air-purifying respirator with high efficiency filter.

c. A half mask or full face piece supplied air respirator in continuous flow, or

d. A half mask supplied air respirator in pressure demand or other positive pressure mode.

3. Contractor shall use a full or partial enclosure around the welding or cutting activity.

4. Contractor shall ensure that local exhaust ventilation is provided and used.

5. Contractor shall clean up the work area regularly.

6. Contractor shall place signs in the work area to warn personnel of the lead hazard.

7. General Notes: Do not eat, drink, smoke, or chew gum in the work area. Do not store food in the vicinity. Wash hands with soap and water before breaks and at the end of the work shift. Be sure to scrub under nails and use disposable towels.

G. Painting: The contractor shall spot treat and paint approximately four hundred and seventy-five (475) lineal feet of fence.

1. The contractor shall make all repairs prior to painting.

2. The contractor shall clean fence of all dust, dirt, oil, grease, and incompatible paints/primers.

3. The contractor shall remove any surface rust or loose mill scale using sandpaper, steel wool, or other abrading method.

4. The contractor shall apply one-coat of moisture cure urethane, Rust Grip or equivalent, to the fence in accordance with manufacturer’s printed instructions. Under no circumstances shall application conditions exceed manufacturer recommendation.

a. Once cured, the contractor shall apply at least one coat of Enamo Grip topcoat or equivalent two-part aliphatic polyurethane enamel to the fence.

b. Topcoat shall be black in color with a glossy finish.

c. Topcoat shall meet manufacturer recommendations to avoid product incompatibility.

5. Each coat shall be applied in a uniform layer, completely covering the preceding coat. The Contractor shall correct any spotting, laps, holidays, brush marks, roller tracking, runs, sags, or other surface imperfections before succeeding coats.

6. If fresh paint is damaged by the elements, the contractor shall replace or repair the paint at the discretion of the Project COR at no additional cost to the government.

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

3.02 Repair Chain Link Fence, East of Building 135.

A. The contractor shall straighten bent “H” posts and “C” shapes as required to restore fence to original line.

B. The contractor shall replace all missing or broken U-bolt fasteners. Fasteners shall be hot dipped galvanized to prevent corrosion.

C. The contractor shall remove the two (2) middle and two (2) end posts. Posts shall be cut flush with the top of the wall. Hollow sections of galvanized posts shall be filled in with concrete.

D. The contractor shall core drill four (4) new holes into the top of the wall. Holes shall be four (4) inches in diameter, twelve (12) inches deep, and no more than six (6) inches from existing post locations.

E. The contractor shall grout a four (4) foot section of four (4) inch Schedule 80 steel pipe into the holes.

Schedule 80 piping shall act as a sleeve for new fence posts.

F. The contractor shall slide new posts into sleeves and secure using 5,000 psi concrete. Concrete shall have a maximum coarse aggregate size of three-quarters (¾) of an inch.

G. The contractor shall ensure the posts are plumb and at the correct height.

H. The contractor shall replace bent tension bands and tension/truss rods.

I. The contractor shall straighten both brace rails. It may be necessary to shorten rails for proper fit/alignment.

J. The contractor shall replace all missing or broken tie wires.

K. The contractor shall furnish and install missing bottom rails in the locations specified.

L. The contractor shall shorten chain link fabric as required to attach to new end posts.

M. Galvanized surfaces damaged by welding or abrasions, and cut ends shall be cleaned and repaired with galvanizing repair material applied in strict conformance with the manufacturers printed instructions.

N. The contractor shall install temporary security fencing as required while new work is being performed. At the end of each work day, any opening must be secured to the satisfaction of the Emergency Services Chief.

O. Painting: The contractor shall clean Schedule 80 piping of all dust, dirt, oil, and grease.

1. The contractor shall apply one coat of Rust Grip and one coat of Enamo Grip or an equivalent painting system to piping.

2. Paint shall be black in color with a glossy finish.

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

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

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

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

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

3.03 Repair Chain Link Fence, Siberia.

A. Property Disposal Area:

1. The contractor shall remove one (1) bent “H” post to include concrete footing.

a. Contractor shall furnish and install new post and footing in the same location, if possible.

b. Post shall be a 2.25” H-section of sufficient length to allow for a thirty-six (36) inch embedment into concrete and a minimum of three (3) inches of concrete below the bottom of the post.

c. Footing shall be ten (10) inches in diameter. Top of footing shall be trowel finished and sloped to shed water away from post.

2. The contractor shall remove and reset double swing gate. Gate 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.

a. Contractor shall notch out railroad tracks as required to obtain the minimum amount of ground clearance before impeding full swing operation.

B. Northwest Perimeter Fence Line:

1. The contractor shall replace all missing or broken tie wires.

a. Ties for securing fabric to line posts shall be placed twelve (12) inches on center.

b. For tying fabric to rails and braces, space wire ties at twenty-four (24) inch intervals on center.

c. Ends of tie-wires shall be twisted not less than two full turns and bent so as not to present a hazard.

d. For tying fabric to tension wire, use hog rings at twenty-four (24) inches on center.

2. The contractor shall secure bottom edge of fencing fabric. Fencing fabric shall be secured by weaving a No.4 (1/2” diameter) rebar into the fabric. The four (4) foot long rebar shall be positioned approximately eighteen (18) inches up from fabric’s bottom edge then driven into the ground a minimum of twenty-four (24) inches. Rebar shall be spaced at approximately four (4) feet intervals.

3. Upon completion of the rebar installation, ¾” (three quarter) inch crushed stone shall be poured against the fabric to fill gap between bottom edge of fabric and ground surface. The stone shall create a mound approximately six inches in height and approximately thirty (30) inches width, centered on the fencing fabric.

3.04 Install Climb Prevention, Building 11 (North Gate Guard Booth).

A. The contractor shall install climb prevention rollers along the edge of the lower flat roof. Rollers shall block access to the roofs edge, ensure hands can’t get ahold of them, and spin so there is no climbing over them.

1. Product shall be “Roller Barrier” as manufactured by Insight Security or an approved government equivalent.

a. System shall consist of a series of independently rotating cups mounted on a central shaft and supported at specified intervals with suitable brackets.

b. Shaft lengths shall be quickly and easily joined together using joining spigot, to form longer runs (or cut shorter lengths if required).

c. Cups shall be molded from recycled polycarbonate, unbreakable, flame retardant, and

UV resistant for a long operational life.

B. The contractor shall position rollers so that would be climbers have to stretch up to reach them, and cranked forward (toward the approach side of the building).

C. The contractor shall install rollers so that at corners, one row overlaps the other, leaving no unprotected area.

D. The contractor shall install rollers in accordance with all manufacturer’s printed instructions.

E. The contactor shall ensure all penetrations are sealed and water tight. Any leaks or damage caused by the installation shall be the responsibility of the contractor to repair.

3.05 Replace Chain Link Fence, North of Quarters 4.

A. The contractor shall replace approximately seventy-two (72) lineal feet of perimeter fencing. Existing fence fabric has multiple (at least 6) oval holes cut into bottom where it meets stone wall.

1. Fence section shall be brought back to original specification/condition to include repair/replacement of all ancillary parts.

B. The contractor shall insure fence is straight and within six (6) inches of existing fence line, on

Government property.

C. Chain link shall be fabricated from 9 gage, galvanized steel wire woven into a two (2) inch diamond mesh conforming to ASTM F-668.

1. Fabric shall be provided in single lengths between stretch bars with bottom barbs placed approximately one and a half (1-1/2) inches above the stone wall.

2. Fabric shall be pulled taut and tied to posts, rails, and tension wires with wire ties and bands.

3. Fabric shall be installed on the outside, away from quarters. Fabric shall remain under tension after the pulling force is released.

D. The contractor shall cut existing fabric by untwisting and removing pickets. Accomplish splicing by weaving a single picket into the ends of the rolls to be joined.

E. Stretcher bars shall be threaded through fabric and secured to posts with metal bands spaced fifteen

(15) inches on center.

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

G. All fasteners shall be hot dipped galvanized to prevent corrosion.

H. Ties for securing fabric to line posts shall be placed twelve (12) inches on center.

1. For tying fabric to rails and braces, space wire ties at twenty-four (24) inch intervals on center.

2. Ends of tie-wires shall be twisted not less than two full turns and bent so as not to present a hazard.

3. For tying fabric to tension wire, use hog rings at twenty-four (24) inches on center.

4. Aluminum fabric wire ties are not acceptable, only galvanized steel wire may be use to secure fencing fabric.

I. Galvanized surfaces damaged by welding or abrasions, and cut ends of fabric, barbed wire, or other cut sections shall be cleaned and repaired with specified galvanizing repair material applied in strict conformance with the manufacturers printed instructions.

J. All openings in the perimeter fencing must be temporary. At the end of each work day, any opening must be secured to the satisfaction of the Emergency Services Chief.

3.06 Restoration of Stone Foundation.

A. The contractor shall repair roughly one hundred and twenty (120) lineal feet of stone foundation supporting the Northeast perimeter iron fencing.

B. The contractor shall close off any areas needed around the wall to create a safe work site.

C. The contractor shall start demolishing in areas where failure has already occurred. Only the areas of the foundation that are failing or in need of repair shall be demolished. Structurally sound sections of the foundation shall remain in place.

D. The contractor shall reuse as many of the original stones as possible. Any stones that cannot be reused will be disposed of by the contractor. Any new stones that the contractor uses must be of similar vintage and appearance.

E. The contractor shall ensure the stability of the fence while working. This is to include temporary shoring and supports to keep the fence intact.

F. At the end of each working day the contractor shall be responsible for the foundation being safe and secure with no penetrations.

G. The contractor shall lay the stones in level lines that match the rows of the rest of wall.

H. The contractor shall inspect the ground for instability and movement before rebuilding the foundation.

I. All mortar joints shall be tooled to match existing mortar joints on the wall. The color and texture will also match. Reference attached diagram, SK-2, for these mortar joints.

J. The intent of the project is to restore the wall to look like the original with the same appearance and configuration of the stones and joints.

3.07 Install Barbed Wire Web Design.

A. The contractor shall fabricate and install a barbed wire web to reduce the gap between the chain link and iron fence in the Northeast perimeter.

B. Web framing shall consist of a single 6 x 7 MC shape and two (2), 3/6” x 1-1/2” x 1-1/2” steel angles configured into a fan shape. Reference attached sketch, SK-3.

1. All steel shall be notched or drilled to accept three (3) strands of barbed wire.

2. All steel shall be welded in accordance with AWS D1.1 specifications and conform to ASTM

36/A36.

3. Barbed wire shall be galvanized, hi-tensile, 15.5 gage steel wire.

C. The contractor shall pull wire taut to provide a smooth uniform appearance, free from sag.

1. Contactor shall fasten wire to framing steel at approximately twelve (12) inch intervals unless otherwise specified.

D. The contractor shall drill holes in MC Shape and attach to terminal post using 3/8” u-bolts. U-bolts shall be hot dipped galvanized to resist corrosion and spaced every six (6) inches.

E. The contractor shall remove all vines from terminal post and fence to ensure proper installation.

F. Prior to installation, the contractor shall apply at least one coat of primer and two coats of black paint to all surfaces of the MC shape and steel angle framing in accordance with manufacturers provisions to prevent rusting.

G. Once installed, the web shall NOT protrude past the iron fence line.

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.

PART 5 APPENDICES

A. Consolidated List of Submittals B. Quality Assurance Surveillance Plan (QASP) C. SK-1_Splice Plates D. SK-2_Joint Configuration Details E. SK-3_Barbed Wire Web

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 Paint/Primer Product Data NLT 7 Calendar Days After Award

COR

6 Schedule 80 Pipe Cutsheet NLT 7 Calendar Days After Award

COR

7 Climb Prevention Product Data NLT 7 Calendar Days After Award

COR

8 Mortar Product Data 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.

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: Ron Ascher

TELEPHONE NUMBER: 518-266-4643

E-MAIL ADDRESS: ronald.a.ascher.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 X DOES ____ DOES NOT 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 2016) (ACC-WRN(WVA)):

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

"JOB".

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 2016 to be closed is January 8, 2016.

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

52.0000-4020 ACCESS AND GENERAL PROTECTION/SECURITY POLICY AND PROCEDURES (MAR

2015) (ACC-WRN)

a. The contractor and all associated subcontractors’ employees shall comply with applicable installation, facility, and area commander installation and facility access and local security policies and procedures (provided by the Government representative). The contractor shall also provide all information required for background checks to meet installation access requirements to be accomplished by the installation Provost Marshal Office, Director of Emergency Services, or Security Office. The contractor workforce must comply with all personal identity verification requirements (FAR clause 52.204-9 “Personal Identity Verification of Contractor Personnel”) as directed by DoD, HQDA, and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any individual facility or installation change, the Government may require changes in contractor security matters or processes.

b. For contractors requiring Common Access Card (CAC). Before CAC issuance, the contractor employee requires, at a minimum, a favorably adjudicated National Agency Check with Inquiries (NACI) or an equivalent or higher investigation in accordance with Army Directive 2014-05, The contractor employee will be issued a CAC only if duties involve one of the following: (1) Both physical access to a DoD facility and access, via logon, to DoD networks on-site or remotely; (2) Remote access, via logon, to a DoD network using DoD-approved remote access procedures; or (3) Physical access to multiple DoD facilities or multiple non-DoD federally controlled facilities on behalf of the DoD on a recurring basis for a period of six (6) months or more. At the discretion of the sponsoring activity, an initial CAC may be issued on a favorable review of the FBI fingerprint check and a successfully scheduled NACI at the Office of Personal Management (see clause 52.204-4959 “Trusted Associate Sponsorship System (TASS) Program” (Local ACC-WRN (WVA)).

c. For contractors that do not require CAC, but require access to a DoD facility or installation. Contractor and all associated sub-contractors employees shall comply with adjudication standards, and procedures using the National Crime Information Center Interstate Identification Index (NCIC-III) and Terrorist Screening Database (TSDB) (Army Directive 2014-05/AR 190-13), applicable installation, facility and area commander installation/facility access and local security policies and procedures (see “Watervliet Arsenal (WVA) Information For Contractors” incorporated by reference in ACC-WRN (WVA) notice 52.0000-4200, “Notice of Watervliet Arsenal Information/Requirements” and available at: http://www.wva.army.mil/Documents/Contracting/WAIC.pdf ) or at OCONUS locations, in accordance with Status of Forces Agreement and other theater regulations.

(End of Clause)

52.0000-4970 Scope of Work/Submission of Recordable Injuries and Illness Cases (Dec 2012) (ACC-WRN

(WVA))

Watervliet Arsenal is pursuing OSHA Voluntary Protection Program (VPP) recognition. The VPP impacts all contractors whose employees cummulatively 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.

(End of Scope of Work)

Section G - Contract Administration Data

252.232-7006 WIDE AREA WORKFLOW PAYMENT INSTRUCTIONS (MAY 2013)

(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.

(b) Electronic invoicing. The WAWF system is the method to electronically process vendor payment requests and receiving reports, as authorized by 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.acquisition.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 must use the following information when submitting payment requests and receiving reports in WAWF for this contract/order:

(1) Document type. The Contractor shall use the following document type(s).

Construction Payment Invoice

(2) Inspection/acceptance location. The Contractor shall select the following inspection/acceptance location(s) in WAWF, as specified by the contracting officer.

Not Applicable

(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…