RFQ_15-T-P001_Amend_0001.pdf

N6592315SU00156

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

The purpose of this amendment is to incorporate contractor questions and the government’s responses that arose during the solicitation process.

In addition, a revised Statement of Work is hereby incorporated to replace the Statement of Work included in the original solicitation. Changes to the SOW are indicated in red text.

All other terms and conditions remain unchanged.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 6

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 07-Apr-2015

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X M00146-15-T-P001

X 9B. DATED (SEE ITEM 11)

23-Mar-2015

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE

RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

07-Apr-2015

CODE

CHERRY POINT SATELLITE CONTRACTING OFF.

ATTN: CHRISTINE PISTOCHINI

PSC BOX 8018

BLDG. 159, MCAS

CHERRY POINT NC 28533

M00146 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

M00146-15-T-P001

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE

The following have been added by full text:

SUBJ: Amendment 0001 to Solicitation M00146-15-T-P001 Two (2) Insulated Stainless Steel Lined

Tanks, FRC-East, Cherry Point, NC

The purpose of this amendment is to incorporate the answers to the RFI’s into the solicitation in order to revise and/or clarify the contractual requirements:

Question 1: What is the capacity of the 2 Stainless Steel Tanks? What is the capacity of the 2 Tanks that need to be removed and relocated?

Answer 1: Based on the specification of 72” x 36” x 72”, the capacity is approximately 800 gallons. The existing tanks are approximately the same size as the new tanks.

SECTION C - DESCRIPTIONS AND SPECIFICATIONS

The following have been modified:

PURCHASE DESCRIPTION FOR

FURNISHING AND INSTALLATING

TWO (2), INSULATED STAINLESS STEEL LINED TANKS,

FOR THE PLATING FACILITY OF THE

FLEET READINESS CENTER EAST, MCAS,

CHERRY POINT, NORTH CAROLINA

1.0 SCOPE This Purchase Description defines the government’s minimum requirements for a contractor to furnish and install two (2) new insulated stainless steel lined tanks in the Plating Facility (Building 4035) at the Fleet

Readiness Center East (FRCE), Cherry Point North Carolina. Tank (1) T-032 and Tank (2) T-033 support the

Anodize Type II and III line process. They contain a refrigerated Sulfuric Acid Solution.

2.0 APPLICABLE DOCUMENTS The following Government documents and publications form a part of this

Purchase Description to the extent herein:

U.S. DEPARTMENT OF LABOR

29 CFR 1910 – 2009 Occupational Safety and Health Standard (OSHA)

(U.S. Department of Labor, OSHA Publications, P.O. Box 37535, Washington, D.C. 20013-7535

“www.osha.gov”)

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 101 (2011) - Life safety Code

AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM)

ASTM A240 - Standard Specification for Chromium and Chromium-Nickel Stainless Steel Plate, Sheet, and

Strip for Pressure Vessels and for General Applications

ASTM A276 - Standard Specification for Stainless Steel Bars and Shapes

FRC EAST

FRCEASTINST 5000.0 – Contractors Work Site Requirements

FRC EAST INSTRUCTION 5000.1A - VISITOR/CONTRACTOR SITE SPECIFIC RULES AND

COMPLIANCE. (A copy of this instruction can be acquired by contacting the contracting officer)

FRC EAST INSTRUCTION 11450.1E - Weight Handling Equipment Management Program

3.0 REQUIREMENTS

3.1 Material.

3.1.1 Tanks:

3.1.1.1 Approximately 72”L x 36”W x 72”D.

3.1.1.2 Stainless Steel ASTM A240 Type 316L hot-rolled wall and floor panels.

Minimum ¼” tank wall and floor thickness.

3.1.1.3 Double welded seams.

3.1.1.4 Stainless Steel ASTM A276 Type 316L reinforcing angles.

3.1.1.5 Support girths or gussets as required.

3.1.1.6 Tank shall be structurally suitable to withstand its weight when full with liquid.

3.1.2 Insulation:

3.1.2.1 Minimum R value of 13 hr·ft^2·°F/Btu.

3.1.2.2 Polyvinyl Chloride (PVC) exterior cover with welded seams

3.1.3 Liners:

3.1.3.1 Suitable for use with a chemical mixture of Sulfuric Acid with a range of 12% thru 17% by volume at a temperature range of 33ºF thru 76ºF.

3.1.3.2 Polyvinyl Chloride construction with the following characteristics:

Specific Gravity = 1.22

Tensile Strength = 2,680 PSI

Ultimate Elongation = 400 %

Brittleness Temp. = - 31°F

Operating Temp. = 0ºF - 190°F

Graves Tear = 453 PPI

Volatile Loss = 0%

3.2 Performance Requirements.

3.2.1 Government’s Responsibilities:

3.2.1.1 Emptying and cleaning of tanks to be replaced.

http://www.nlm.nih.gov/cgi/mesh/2014/MB_cgi?mode=&term=Polyvinyl+Chloride

3.2.1.2 Disconnection and removal of all piping, ventilation hoods and accessories serving the tanks being replaced.

3.2.1.3 Completion of Paragraphs 3.2.1.1 and 3.2.1.2 prior to Contractor’s arrival to commence work.

3.2.1.4 Re-installation of all piping, ventilation hoods and accessories after tanks’ installation is complete.

3.2.1.5 Receiving, decontaminating, and disposing of demolished tanks at building

4466.

3.2.2 Contractor’s Responsibilities:

3.2.2.1 Coordination of all work with Shop Supervisor to avoid either production interruption or installation delays. Shop supervisor point of contact to be provided at time of award.

3.2.2.2 Removal of existing tanks and installation of new tanks. Tanks’ estimated weight is 1,900 lbs. each. Weight exceeds the building’s overhead hoist system lifting capacity. Contractor needs to provide his own lifting medium. FRC East is not allowed to sell, rent or borrow its mobile cranes or similar equipment. In order for the contractor to operate rented mobile lifting equipment within our facility he must comply with the applicable requirements stated in the attached

FRC East Instruction 11450.1E. Tanks are conveniently located near an open work area with concrete floor and free of permanents obstruction.

3.2.2.3 Transportation of removed tanks to Building 4466 (FRC East oil berm/shelter).

Contractor is responsible for providing his own medium for the transportation of tanks (i.e. truck, trailer, forklift, etc.). FRC East is not allowed to provide transportation services for demolished material. Building 4466 is located within one (1) mile of project site. Delivery shall be coordinated 72 hours in advance with the Government Environmental Division point of contact. Government

Environmental Division point of contact to be provided at time of award.

3.2.2.4 Delivery of new tanks to project site.

3.2.2.5 Unload and transportation of new tanks from delivery truck to installation site.

Contractor needs to provide its own medium of unloading and transportation as described in Paragraphs 3.2.2.2 and 3.2.2.3.

3.2.2.6 Removal of plant account tags on tanks and provision of said tags to the

Government.

3.2.2.7 Validation of all dimensions is recommended via site visit for a proper cost estimation prior to quotation. Dimensions in Paragraph 3.1.1.1 are approximate for quotation purposes.

3.2.2.8 Prior to installation and/or removal of any equipment, the contractor shall lockout/tagout all energy sources, IAW OSHA 29 CFR 1910 then notify the government for final approval. In addition, the government may also choose to dual lockout/tagout the equipment.

3.2.2.9 Perform work during regular working hours, Monday thru Friday from 06:30 to

23:00.

3.2.2.10 Dispose of all debris generated during the construction.

3.2.2.11 Control dust generated during installation.

3.2.2.12 Clean-up occupied space at the completion of each work period, to not cause interference with normal facility operations.

3.2.2.13 Correct, at contractor’s own expense, any contractor damages to any work or materials in place on the premises, or included in this contract, during the execution of his contract.

3.2.2.14 Use only Asbestos-Free materials.

3.2.2.15 Supply all tools required to fulfill this product description. The contractor shall not, at any time, borrow or use any Government tools

3.2.2.16 Positively account for inventory of tools brought on site.

3.2.2.17 Obtain a copy of FLEET READINESS CENTER-EAST Cherry Point, NC

Information Brochure which identifies actions the contractor shall comply with when within the confines of FRC-East. This Brochure shall be requested when submitting the visit request. The contractor shall also comply with all applicable work site requirement identified in the contract performance section (Enclosure

2) of FRCEASTINST 5000.0.

3.2.2.18 Site Preparation and Installation Plan. The contractor shall provide a clear and concise site preparation and installation plan. The plan shall include a detailed description of all installation work, a detailed site layout, general equipment specification (i.e. size, weight, etc.), any required structural modification or additions, utility requirements and location, pertinent electrical details, and any other details required for site preparation and layout. As part of the site preparation and installation plan the contractor shall include facilities preparation instructions, including detailed information concerning any equipment that applies a load to a facility structure, wall, or roof. There is no crane available is this area for contractor use. Included with this submittal the contractor shall prepare and submit shop drawings of the equipment and piping.

The site preparation plan and installation plan shall be submitted at least 45 days prior to installation for review and approval.

3.2.2.19 Contractor Crane Usage at FRC East. When contractor supplied cranes are used to install, remove or unload equipment, such usage shall comply with

OSHA 29 CFR 1926.550 and NAVFAC P-307. Provide the Facilities

Engineering & Acquisition Division (FEAD) Crane Inspector, (252) 466-4738, with as much advance notice as possible of contractor owned crane operations to prevent inspection delays. The crane may travel to the work site and set up, but no lifting shall occur until the crane has been inspected. The contractor shall submit a completed FRC East 11262/1A “Certificate of Compliance” to the

FEAD Crane Inspector for approval. Once approved, the Certificate of

Compliance shall be posted in the crane cab or with the P-307 Chapter 14 rigging gear being used. The FEAD Crane Inspector or the FRC East Weigh

Handling Equipment (WHE) Certifying Official, upon successful inspection of the contractor’s crane, shall complete the FRC East 11262/1, “Contractor Crane or Rigging Operation Checklist.” Lifts may proceed once this checklist is completed, provided that no deficiencies are noted. A copy of this form shall be provided to the FRC East WHE Certifying Official, the FEAD Crane Inspector as well as the contractor. The crane operator shall provide accident reports and critical lift plans to the project manager as required IAW P-307. Contractors desiring to rig off the FRC East building structures (with or without cranes being used) shall follow this same approval process. Additionally, the contractor shall provide, at their expense, professional engineering evaluations that demonstrate the building is capable of supporting the proposed loading. No lifts from building structure shall take place until these engineering evaluations have been reviewed and approved by the FEAD. These procedures also apply to material handling equipment (i.e. forklifts) when used as cranes for lifting with P-307

Chapter 14 gear. Contractors shall be entirely responsible for cost of repairs to cranes, structures, buildings and equipment incurred during their operations.

3.3 Additional Requirements.

3.3.1 Tanks and liners shall have a one (1) year warranty from the date of installation completion in material and workmanship.

3.3.2 Contractor shall supply two (2) copies of manuals pertinent to the tanks and liners (i.e.

maintenance manual).

4.0 LABOR HOUR REPORTING:

In accordance with the Navy Marine Corps Acquisition Regulation Supplement

(NMCARS)Part 5237.102-90 relating to Enterprise-wide Contractor Manpower Reporting Application

(ECMRA):

3.1 The contractor shall report contractor labor hours (including subcontractor labor hours) required for performance of services provided under this contract the Fleet Readiness Center East, MCAS Cherry Point, NC 28533 via a secure data collection site. Contracted services excluded from reporting are based on

Product Service Codes (PSCs). The excluded PSCs are:

(1) W, Lease/Rental of Equipment;

(2) X, Lease/Rental of Facilities;

(3) Y, Construction of Structures and Facilities;

(4) S, Utilities ONLY;

(5) V, Freight and Shipping ONLY.

3.2 The contractor is required to completely fill in all required data fields using the following web address https://doncmra.nmci.navy.mil.

3.3 Reporting inputs will be for the labor executed during the period of performance during each

Government fiscal year (FY), which runs October 1 through September 30. While inputs may be reported any time during the FY, all data shall be reported no later than October 31 of each calendar year.

Contractors may direct questions to the help desk, linked at https://doncmra.nmci.navy.mil

(End of Summary of Changes) https://doncmra.nmci.navy.mil/ https://doncmra.nmci.navy.mil/