M67001-15-Q-0048-0004.pdf

M0105315SU00008

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

Section M: 52.212-2 Evaluation --Commercial Items has been amended.

POC: Rob Edw ards (910) 451-3096

1. CONTRACT ID CODE PAGE OF PAGES

J 1 7

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

16C. DATE SIGNED

BY 28-May-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 M67001-15-Q-0048

X 9B. DATED (SEE ITEM 11)

26-Feb-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 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

29-May-2015

CODE

CONTRACTING DEPARTMENT

P O BOX 8368 (BLDG 1116)

CAMP LEJEUNE NC 28547-8368

M67001 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

M67001-15-Q-0048

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION M - EVALUATION FACTORS FOR AWARD

The following have been modified:

52.212-2 EVALUATION--COMMERCIAL ITEMS (OCT 2014) – (TAILORED)

THIS PROCUREMENT IS 100% SET-ASIDE FOR SMALL BUSINESS. ALL RESPONSIBLE SMALL

BUSINESS SOURCES MAY SUBMIT A RESPONSE WHICH, IF TIMELY RECEIVED, WILL BE

CONSIDERED BY THE AGENCY.

Technical acceptability will be based on the demonstrated ability to meet the technical requirements, including the delivery requirement. A mere statement that the vendor “will meet the Government’s requirements” is insufficient;

the vendor must demonstrate how it will meet the requirement. Low Price Technically Acceptable (LPTA) will be evaluated on: (1) price; (2) technical specifications; and (3) delivery.

To ensure technical compliance with the requirements, vendor quotes shall include the following information:

1. Vendor Specifications. The vendor’s quote shall provide a description of how the vendor will meet the

Government’s requirements as stated below. The manufacturer's name and manufacturer’s complete part numbers of items shall be submitted in the quote. Drawings, product literature, pictures, and description of all quoted items shall be included.

Aircraft Protective Equipment Shelter – Harrier

To be considered Technically Acceptable. Technical drawings of the shelters and installation method must be certified by a Registered Professional Engineer that they meet the specifications PRIOR to submission of the quote, and a copy of the certification must be submitted with the quote. Inclusion of certification is a part of the evaluation criteria. Drawings and Specifications must address (at a minimum):

A. Dimensions:

i. Length: Minimum of 53’ to Maximum of 55’

ii. Width: Minimum of 42’4” to Maximum of 48'

iii. Sidewall Height: Minimum 10’ to Maximum of 23’

iv. Overall Height: Minimum of 19’ to Maximum of 23'

B. Material:

i. Shelter shall be constructed with galvanized steel that is treated for corrosion prevention.

ii. Shelter will be covered by a uniform white or beige-colored opaque cover material that is flame retardant and waterproof.

iii. Material must be able to maintain its flame retardant and waterproof qualities under long term UV exposure and varying humidity conditions.

iv. Material will cover the entire shelter length and width, ending at 8' above ground level.

v. Material will be secured to the shelter with sufficient tension that water does not collect on the shelter's top surface.

vi. Shelters columns and any lateral bracing, side cables, or X braces shall be wrapped with 1 band of

2- or 3-inch wide reflective tape that meets Federal Specification L-S-300C. Self-adhesive, self-illuminating tape, which stores energy, or “recharges” with exposed UV-illuminated visible light may be used. Reflective tape must be a solid band, on all columns; exact height of band shall be determined by customer during installation.

vii. All fasteners shall be corrosion resistant and of a type and size to meet the performance requirements and design loads. Fasteners, washers and nuts shall be corrosion resistant, as well as have locking features.

C. Assembly/Durability:

i. Shelter must withstand wind loads of at least 130 MPH per UFC3-300-10N Structural Engineering

- Table C-1 and ANSI/SPRI Wind Load Design Manual.

ii. Shelters shall be free standing.

iii. Shelters shall be anchored to the existing concrete parking apron. Concrete anchors shall be designed and installed according to the provisions found in American Concrete Institute (ACI)

318-14.

iv. Anchors shall maintain a minimum of 6 inches from any expansion joint to ensure pavement integrity.

v. Column support placement must meet the minimum edge spacing requirements in ACI 318-14.

vi. Anchoring method shall be in such a manner that the shelter can be removed and reinstalled in another location without irreparable damage to the existing concrete surface.

vii. The vendor is responsible for grounding each shelter with a static ground that does not exceed

10,000 ohms per shelter in normal dry conditions. The grounding method used must be approved by MCAS Cherry Point and be located inside, or in close proximity, to the shelter wall and not interfere with aircraft taxiing or cause a trip hazard. Based on final dimensions and layout of the shelters, tie-downs and existing grounds that meet the above requirements may be used as static grounds.

viii. Mitigation of bird roosting and nesting shall be incorporated into the design and installation of the sun shade.

D. Installation/Cleanup:

i. The vendor must provide a delivery schedule as annotated in section F of the solicitation.

ii. The vendor will provide all transportation for shelters from the vendor site to the installation site.

iii. The vendor will install shelters on site.

iv. The vendor is responsible for all Foreign Object Debris (FOD) mitigation and removal from the worksite.

Aircraft Protective Equipment Shelter – Prowler

To be considered Technically Acceptable. Technical drawings of the shelters and installation method must be certified by a Registered Professional Engineer that they meet the specifications PRIOR to submission of the quote, and a copy of the certification must be submitted with the quote. Inclusion of certification is a part of the evaluation criteria. Drawings and Specifications must address (at a minimum):

A. Dimensions:

i. Length: Minimum of 60’ to Maximum of 61’

ii. Width: Minimum of 63’ to Maximum of 70'

iii. Center Line Height: Minimum of 26’7” to Maximum of 35'

26’7” From the center line to 17’ left and right of shelter center line (gives 5’ clearance above wingtips during folding operations and allows for aircraft jacking)

iv. Sidewall Height: Minimum of 19’7” to Maximum 35’

B. Material:

i. Shelter shall be constructed with galvanized steel that is treated for corrosion prevention.

ii. Shelter will be covered by a uniform white or beige-colored opaque cover material that is flame retardant and waterproof.

iii. Material must be able to maintain its flame retardant and waterproof qualities under long term UV exposure and varying humidity conditions.

iv. Material will cover the entire shelter length and width, ending at 8' above ground level.

v. Material will be secured to the shelter with sufficient tension that water does not collect on the shelter's top surface.

vi. Shelters columns and any lateral bracing, side cables, or X braces shall be wrapped with 1 band of

2- or 3-inch wide reflective tape that meets Federal Specification L-S-300C. Self-adhesive, self-illuminating tape, which stores energy, or “recharges” with exposed UV-illuminated visible light may be used. Reflective tape must be a solid band, on all columns; exact height of band shall be determined by customer during installation.

vii. All fasteners shall be corrosion resistant and of a type and size to meet the performance requirements and design loads. Fasteners, washers and nuts shall be corrosion resistant, as well as have locking features.

C. Assembly/Durability:

i. Shelter must withstand wind loads of at least 130 MPH per UFC3-300-10N Structural Engineering

- Table C-1 and ANSI/SPRI Wind Load Design Manual.

ii. Shelters shall be free standing.

iii. Shelters shall be anchored to the existing concrete parking apron. Concrete anchors shall be designed and installed according to the provisions found in American Concrete Institute (ACI)

318-14.

iv. Anchors shall maintain a minimum of 6 inches from any expansion joint to ensure pavement integrity.

v. Column support placement must meet the minimum edge spacing requirements in ACI 318-14.

vi. Anchoring method shall be in such a manner that the shelter can be removed and reinstalled in another location without irreparable damage to the existing concrete surface.

vii. The vendor is responsible for grounding each shelter with a static ground that does not exceed

10,000 ohms per shelter in normal dry conditions. The grounding method used must be approved by MCAS Cherry Point and be located inside, or in close proximity, to the shelter wall and not interfere with aircraft taxiing or cause a trip hazard. Based on final dimensions and layout of the shelters, tie-downs and existing grounds that meet the above requirements may be used as static grounds.

viii. Mitigation of bird roosting and nesting shall be incorporated into the design and installation of the sun shade.

D. Installation/Cleanup:

i. The vendor must provide a delivery schedule as annotated in section F of the solicitation.

ii. The vendor will provide all transportation for shelters from the vendor site to the installation site.

iii. The vendor will install shelters on site.

iv. The vendor is responsible for all Foreign Object Debris (FOD) mitigation and removal from the worksite.

2. Vendor’s quote shall include an active Cage code and Federal Tax Identification Number. Vendors are required to be registered with the System for Award Management (SAM database and have an active Cage code at the time of award).

3. Delivery Information. Clearly state if the quoter can meet the requested delivery as stated in each line item. If not then state the best delivery date. Complete the “OFFEROR'S PROPOSED DELIVERY SCHEDULE” at

52.211-8 in Section F of this solicitation.

A written notice of award or acceptance of an offer, mailed or otherwise furnished to the successful offeror within the time for acceptance specified in the offer, shall result in a binding contract without further action by either party.

Before the offer's specified expiration time, the Government may accept an offer (or part of an offer), whether or not there are negotiations after its receipt, unless a written notice of withdrawal is received before award.

Past Performance

Past Performance will be used as an evaluation factor in accordance with FAR 13.106-2(b)(3)(ii) and may be based on one or more of the following:

A. The Contracting Officer’s knowledge of and previous experience with the service being acquired;

B. Customer Surveys, and past performance questionnaires replies;

C. The Government wide Past Performance Information Retrieval System (PPIRS) at www.ppirs.gov; or

D. Any other reasonable basis

(End of provision)

(End of Summary of Changes) http://www.ppirs.gov/