W912EK-16-R-0016_Amendment_0002.pdf

96514761232821

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

Illinois River Basin Marseilles and Starved Rock Locks, Marseilles and Utica - Illinois Miter Gate Replacement.

The follow ing change is made to SECTION 05 50 14.

All other terms and conditions have remained the same.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

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

16C. DATE SIGNED

BY 10-Aug-2016

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 W912EK-16-R-0016

X 9B. DATED (SEE ITEM 11)

19-Jul-2016

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

10-Aug-2016

CODE

CONTRACTING DIVISION

US ARMY CORPS OF ENGINEERS

1500 ROCK ISLAND DRIVE

ROCK ISLAND IL 61201

W912EK 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912EK-16-R-0016

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

The following items are applicable to this modification:

AMENDMENT 0002

The following modification is made to SECTION 05 50 14.

SECTION 05 50 14

a. PAGE 9. Delete Section 05 50 14 Page 9 in its entirety, and replace with revised and new Section 05 50 14 Pages 9 and 9a, Amendment 0002, dated August 9, 2016, attached hereto.

ATTACHMENT: Section 05 50 14 Pages 9 and 9a.

Solicitation No. W912EK-16-R-0016 including the storage media submitted shall become the property of the Government upon final approval.

1.4.3 Qualification of Structural Steel Fabricator

The fabricating plant(s) and fabricator(s) shall be certified under the AISC (American Institute of Steel Construction) Quality Certification Program, Advanced Bridges or Intermediate Bridges certification with Supplemental Requirement F-Requirements for Fabricators of Bridges with Fracture-Critical Members (or the Category III, Major Steel Bridges (CBR) category with Fracture Critical endorsement (F)) and sophisticated paint system endorsement (P) and shall possess five years documented experience on projects of similar scope. Similar scope means projects of similar size and similar amounts of welding and detail types. The Fabricator shall submit copies of the AISC certificate indicating that the fabrication plant(s) meets the specified structural steelwork category and documented experience. The non-steel items, including but not limited to, rubber seals, bubbler tubing, etc., are excluded from the AISC fabricator certification requirements. The certifications shall be kept current for the duration of the Contract.

1.4.4 Inspector Qualifications

The Fabricator's welding inspectors shall be qualified and certified in conformance with AWS QC1. The Fabricator shall have an AWS Certified Welding Inspector (CWI) as the primary point of contact for quality control of welding. When several CWI and NDT technicians are working one primary individual shall be designated as having primary responsibility for all quality control in accordance with AWS D1.5M/D1.5, Section 6.1.2.2.

Non-certified inspectors and certified associate weld inspectors (CAWI) shall not be used for inspection under these specifications. The Fabricator's personnel who perform NDT shall be qualified for:

a. ASNT SNT-TC-1A NDT Level II or III

b. An ASNT Level III may conduct tests if that person provides Level II Practical Examination within the last three years.

1.5 WITNESS POINTS

Witness points shall be established for the Initial Quality Assurance (QA) Inspection, Intermediate QA Inspections, and Final Inspection as follows.

Inspections may be performed by the Government or the Government's agent.

The Initial QA Inspection shall commence after the Government has determined that there is substantial completion of components that comprise a reasonable sampling of each significant FCM and non-FCM details. The extent of completion and details and the date of the Initial QA Inspection shall be determined at the Prefabrication Conference by the Government after discussion with the Fabricator. At that time, the Fabricator shall produce a detailed schedule showing the progression of work and completion of components. This schedule will be updated monthly and provided by e-mail to the Contracting Officer. The Fabricator shall give the Contracting Officer two weeks notice prior to the predetermined date for the Initial QA Inspection including adjustments for changes in schedule.

Intermediate QA Inspections will be conducted on an as needed basis and at the discretion of the Government. The Fabricator shall allow the Government to inspect, before the components are painted, the top girder, lifting assembly, and gudgeon hood. All QA inspections will follow AWS D1.5M/D1.5 and AASHTO/NSBA Steel Bridge Collaboration S 4.1 - 2002

SECTION 05 50 14 Page 9 AMEND. 0002

09 AUG 2016

B5ECDSCM

Text Box

Solicitation No. W912EK-16-R-0016

Steel Bridge Fabrication QC/QA Guide Specification. The Fabricator must

SECTION 05 50 14 Page 9a AMEND. 0002

09 AUG 2016