W912BU-16-T-0034_0003.pdf

W25PHS53515075

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 amednment is to increase the number of sluice boxes from sic (6) to tw elve (12). Additional time to submit quotes w ill also be added.

All other terms and conditions remain the same.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 5

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

16C. DATE SIGNED

BY 05-May-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 W912BU-16-T-0034

X 9B. DATED (SEE ITEM 11)

08-Apr-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 X is extended, 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

05-May-2016

CODE

US ARMY ENGINEER DISTRICT, PHILADELPHIA

POC - ADAM BRYSON

100 PENN SQUARE EAST

PHILADELPHIA PA 19107-3390

W912BU 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912BU-16-T-0034

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 1449 - CONTINUATION SHEET

SOLICITATION/CONTRACT FORM

The required response date/time has changed from 28-Apr-2016 01:00 PM to 12-May-2016 01:00 PM.

SUPPLIES OR SERVICES AND PRICES

Global Changes

CLIN 0001 -- CLIN 0002

The pricing detail quantity has increased by 6.00 from 6.00 to 12.00.

DELIVERIES AND PERFORMANCE

The following Delivery Schedule item for CLIN 0001 has been changed from:

DELIVERY DATE QUANTITY SHIP TO ADDRESS UIC

90 dys. ADC 6 OPS PHYS SB-FM PROJ OFC

FORT MIFFLIN PROJECT OFC U.S. ARMY

RESERVATIO

FLIN

PHILADELPHIA PA 19153

FOB: Destination

E5R0770

To:

DELIVERY DATE QUANTITY SHIP TO ADDRESS UIC

90 dys. ADC 12 OPS PHYS SB-FM PROJ OFC

FORT MIFFLIN PROJECT OFC U.S. ARMY

RESERVATIO

FLIN

PHILADELPHIA PA 19153

The following Delivery Schedule item for CLIN 0002 has been changed from:

90 dys. ADC 6 OPS PHYS SB-FM PROJ OFC

FORT MIFFLIN PROJECT OFC U.S. ARMY

RESERVATIO

FLIN

PHILADELPHIA PA 19153

To:

90 dys. ADC 12 OPS PHYS SB-FM PROJ OFC

FORT MIFFLIN PROJECT OFC U.S. ARMY

RESERVATIO

FLIN

PHILADELPHIA PA 19153

The following have been modified:

PERFORMANCE WORK STATEMENT

FABRICATION OF SLUICES

Fort Mifflin Project Office request construction of multiple sluices such as (12) bottoms, middle and tops. Contractor to fabricate and furnish sluice structures for use in dredge containment areas. The structures are to be fabricated in accordance with USACE Drawing 62492 (provided as an attachment).

1. Applicable publications

The following publications of the issue listed below, but referred to thereafter by basic designation only, form a part of this specification to the extent indicated by the references thereto:

1.1. American Institute of Steel Construction (AISC) Publications

1.1.1. S326-78 Specification for the Design, Fabrication and Erection of Structural Steel for Buildings and Supplement No.1.

1.1.2. S329-85 Specification for Structural Joints Using ASTM-A 325 or A490 Bolts

1.2. American Society for Testing and Materials (ASTM) Specifications

1.2.1. A6-87d General Requirements for Delivery of Rolled Steel Plates, Shapes, Sheet Piling and Bars for Structural Use

1.2.2. A36-87 Structural Steel

1.2.3. A325-86a High-Strength Bolts for Structural Steel Joints, including Suitable Nuts and Plain Hardened Washers

1.3. American Welding Society (AWS) Publication

1.3.1. Covered Carbon Steel Arc Welding Electrodes D1.1-88 Structural Welding Code

1.4. American National Standards Institute Publication

1.4.1. B46.1-85 Surface Texture (Surface Roughness, Waviness and Lay)

2. Description of Services: The contractor shall provide all management, tools, supplies, equipment, and labor necessary to construct the sluices. All material for fabricating the sluices, including the 30” diameter pipe, shall be Contractor furnished.

2.1. Period of Performance: Performance period for this contract will be no more than 90 days from the date of award, and will run continuously for 3 months

2.2. Specific Requirements: AISC Specification S326 shall govern the work. Welding shall be in accordance with AWS D1.1. High strength bolting shall be in accordance with AISC Specification S329

2.2.1. Welding Qualifications: All welders performing under the contract must produce upon request of the Contracting Officer or his authorized representative a Physical Test Report of Welder Performance Qualification Tests, issued by an engineering company, pipeline company or other qualified testing company, certifying that the individual welder obtained satisfactory results on his performance upon 6 inch I.D.

(or larger) heavy walled pipe.

2.2.2. Responsibility for errors: The Contractor shall be responsible for all errors of detailing, fabrication, and for the correct fitting of structural members.

2.2.3. Storage: Material shall be stored out of contact with the ground in such manner and locations as will minimize contamination and deterioration.

2.2.4. Materials: Structural steel shall conform to ASTMA 36. Welding electrodes shall be E60XX (or) E70XX coated and in conformance with AWS A5.1. High-strength bolts, including nuts and washers, shall conform to ASTM 325

2.2.5. Fabrication: Fabrication shall be in accordance with the applicable provisions of

AISC Specification S326. Fabrication and assembly shall be done in shop.

Compression joints depending on contact bearing shall have a surface roughness not in excess of 500 micro inches as determined by ANSI B46.1 and ends shall be square within the tolerance for milled ends as specified in ASTMA 6.

2.2.6. Certificates of Compliance: Certificates of compliance shall be furnished for structural steel. Certified copies of mill test reports shall be furnished for structural steel. Any certificates required for demonstrating proof of compliance of material with specification requirements shall be executed in triplicate copies. Each certificate shall be signed by an official authorized to certify on behalf of the manufacturing company and shall contain the name and address of the contractor, the project name and location, and the quantity and date or dates of shipment or delivery to which the certificates apply. Copies of laboratory test reports submitted with certificates shall contain the name and address of the testing laboratory and the date or dates of the tests to which the report applies. Certification shall not be construed as relieving the contractor from furnishing satisfactory material, if after tests are performed on selected samples, the material is found not to meet the specific requirements.

2.2.7. Delivery: Contractor to fabricate and furnish sluice structures for use in dredge containment areas. The structures are to be fabricated in accordance with USACE Drawing 62492 (provided as an attachement).

Item 001: Twelve (12) Full Sluice Units (Middle & Bottom)

Units to be delivered F.O.B. destination to US Army Corps of Engineers, Fort Mifflin Project Office.

Deliver by Carrier to:

US Army Corps of Engineers, Fort Mifflin Project Office 6400 Hog Island Road Philadelphia, PA 19153

Point of Contact: David Evinger or Shawn Burns Telephone: 215-365-1892 or 0342 Fax: 215-365-5895

Item 002: Twelve (12) Partial Sluice Units (Top Only) Units to be delivered F.O.B. destination to US Army Corps of Engineers, Fort Mifflin Project Office.

Deliver by Carrier to:

US Army Corps of Engineers, Fort Mifflin Project Office 6400 Hog Island Road Philadelphia, PA 19153

Point of Contact: David Evinger or Shawn Burns Telephone: 215-365-1892 or 0342 Fax: 215-365-5895

(End of Summary of Changes)