Solicitation_Amendment_0004.pdf

W68SBV60687711

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 solicitation amendment is to revise the Technical Specifications and the Draw ing. The Offer Due Date has been extended from April 26, 2016 to a new date of April 29, 2016. All other terms and conditions remain unchanged.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 7

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

16C. DATE SIGNED

BY 22-Apr-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 W912EF-16-Q-0081

X 9B. DATED (SEE ITEM 11)

22-Mar-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 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

22-Apr-2016

CODE

USAED, WALLA WALLA - CONTRACTING DIV.

LC THAMES

201 N. THIRD AVENUE

WALLA WALLA WA 99362-1876

W912EF 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912EF-16-Q-0081

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 26-Apr-2016 02:00 PM to 29-Apr-2016 02:00 PM.

The following have been added by full text:

TECHNICAL SPECIFICATIONS

1.0 INTENT

The following specifications pertain to the purchase of replacement wire ropes for Little Goose Lock and Dam’s Upstream Gate in the Navigation Lock. The purpose of these wire ropes are to raise and lower the upstream gate of the navigation lock, ensuring that barges and recreational vessels can freely travel in the Snake River. Little Goose Lock and Dam is located in Dayton, Washington.

2.0 SCOPE

The successful quoter shall manufacture the wire rope assembly, to include all components and subcomponents, described in the specifications and in accordance with the shipment and delivery instructions. All furnished components shall be new and not refurbished and conform in strength, quality of materials, workmanship and sound engineering standards.

3.0 MATERIALS, FABRICATION AND MANUFACTURING INFORMATION

3.1 Stainless Steel

3.1.1 All Free Machining stainless steel shall be ASTM A582/A582M ASTM A320/A320M Grade B8 class 2 AISI 304.

3.2 Fabrication Finishes

3.2.1 Surface Preparation

3.2.1.1 Surfaces shall be blast cleaned in accordance with SSPC SP6.

3.2.1.2 Bearing surfaces, to include contact surfaces within slip critical joints shall not be painted or galvanized, instead coat these areas with rust preventative.

3.2.2 Surface Condition

3.2.2.1 All roll marks, scratches, kinks, rolled-in scratches, stains, pits, orange peel, die marks, structural leaks and other defects that affect uniform appearance of finished surfaces shall be removed before finishes are applied.

3.3 Machine Work

3.3.1 General

3.3.1.1 Tolerances, allowances, and gages for metal fits between plain, non-threaded, cylindrical parts shall conform to ASME B4.1 for the class of fit shown or to the dimensions shown.

3.3.1.2 Tolerances for machine finished surfaces designated by non-decimal dimensions shall be within 1/64-inch unless otherwise specified.

3.3.1.3 Finished contact or bearing surfaces shall be true and exact to secure full contact.

3.3.1.4 All Surfaces shall be finished in accordance with the contract drawings to ensure proper operation when assembled.

3.3.1.5 Parts shall be accurately machined and all like parts shall be interchangeable.

3.3.2 Finished Surfaces

3.3.2.1 Surface finishes shall be in accordance with ASME B46.1.

3.3.2.2 Reference Drawings M-501 and M-502 for acceptable roughness values. Indicated values are maximum roughness values. Any value greater than the indicated value is grounds for rejection.

3.3.3 Unfinished surfaces

3.3.3.1 All work shall be laid out to secure proper matching of adjoining unfinished surfaces, unless otherwise directed by the Contracting Officer.

3.3.3.2 Unfinished surfaces shall be true to the lines and dimensions shown in Attachment 1.

3.3.3.3 Unfinished surfaces shall be ground free of all projections and rough spots.

3.3.4 Pin Holes

3.3.4.1 Pin holes shall be bored in accordance with the dimensions and tolerances shown in Attachment 1.

3.3.5 Shafting

3.3.5.1 All shafting shall be as indicated in Attachment 1.

3.3.5.2 Cold-finished shafting may be used where keyseating or grinding are the only machine work required.

3.3.6 Bolt Holes

3.3.6.1 Bolt holes shall be smooth, cylindrical and perpendicular to the member.

3.3.6.2 Bolt holes shall be done to ensure the interchangeability of all like parts.

3.3.6.3 Bolt holes shall have diameters not more than 1/16 inch larger than the bold diameters unless otherwise noted.

3.3.6.4 Bolt holes shall be punched if, and only if, the bolt hole is larger than the thickness of the material.

3.3.6.5 If the material thickness is greater than the diameter of the bolts, the bolt holes shall be either:

drilled full size, sub-punched, or sub-drilled at least 1/8 inch smaller than the diameter of the bolts and then reamed to full size.

3.3.6.6 Poor matching of holes shall be cause for rejection.

3.4 Workmanship

3.4.1 Miscellaneous metalwork shall be well-formed to shape and size, with sharp lines, angles and true curves.

3.4.2 Unless otherwise noted, exposed surfaces of work in place shall have a smooth finish.

3.4.3 Joints requiring a tight fit shall be milled.

3.4.4 Corner joints shall be coped or mitered, well-formed and in true alignment.

3.4.5 Work shall be accurately set to established lines and elevations and securely fastened in place.

3.5 Painting

3.5.1 All ferrous surfaces indicated to be coated shall be dry blast cleaned to SSPC SP 5/NACE 1. Primer shall be applied within 8 hours of cleaning.

3.5.2 1st and 2nd Coats shall be applied using MS MIL-DTL-24441/19B (Zinc-Rich).

3.5.3 3rd and 4th Coats shall be applied using MS-MIL-DTL-24441 Color NO. 151.

3.5.4 See section 09 97 02.01 28 in Attachment 2 (USACE Specifications) for additional details.

3.6 For additional information, reference Attachment 1 (Technical Drawings).

4.0 NAVIGATION LOCK UPSTREAM WIRE ROPE

4.1 Wire Rope for Gate Operating Devices (REF Drawing M-501)

4.1.1 ASTM Standards

4.1.1.1 The manufactured wire ropes shall adhere to the following ASTM standards: ASTM D2176, ASTM D2196, ASTM D2566, ASTM D2583, ASTM D3418, ASTM D570, ASTM D638, ASTM D648, ASTM D695, ASTM D785, ASTM D790

4.1.2 Wire Rope Manufacturer Qualification

4.1.2.1 The wire rope shall be the standard product of a manufacturer regularly engaged in the manufacture of wire rope.

4.1.2.2 The manufacturer shall essentially duplicate products having been in satisfactory use for at least 3 years.

4.1.2.3 The manufacturer shall submit a qualification statement.

4.1.3 The wire ropes shall be wound in coils in the same direction as they were bent during manufacturing.

4.1.4 The spools shall be covered for protection from any form a precipitation and road spatter during shipment.

4.1.5 Plastic Filled Wire Rope (REF Detail 1 and Detail 2, Drawing M-501)

4.1.5.1 Successful quoter shall supply:

4.1.5.1.1 6 assemblies of 47’-10” [+/- ¼”] long, 1” diameter wire rope with 6 x 26 strand extra improved ploy steel coated w/ Tuf-Kote (or approved equal).

4.1.5.1.2 4 assemblies of 47’-0” [+/- ¼”] long, 1” diameter wire rope with 6 x 26 strand extra improved ploy steel coated w/ Tuf-Kote (or approved equal).

4.1.5.1.3 Rope Anchor and Gate Rope Socket shall be added to the ends of each rope and not subtract from the usable wire rope length.

4.1.5.1.4 Rope anchor with zinc socketing shall be located on one end of each wire rope, measuring 4” in length.

4.1.5.1.5 Gate Rope Socket with zinc socketing shall be located on one end of each wire rope, measuring 6” in length.

4.1.5.2 Wire rope shall be plastic filled wire rope as described in the Wire Rope Technical Board User’s Manual.

4.1.5.3 Wire rope shall have standard strand configuration of 6 x 26, with a right-regular lay.

4.1.5.4 Wire rope shall have a diameter of 1 inch +/- 5%.

4.1.5.5 Wire rope shall have an independent wire rope core.

4.1.5.6 Wire rope shall be manufactured from extra improved plow steel (XIP).

4.1.5.7 Manufacturer shall submit wire material certification prior to manufacture.

4.1.5.8 Wire rope shall be pre-stretched and stress relieved.

4.1.5.9 Wire rope shall be tested for strength, torsion, and wrapping in accordance with FS RR-W-

410. The manufacturer shall submit documentation for these tests.

4.1.6 Wire Rope Finish Material

4.1.6.1 Wire rope shall be entirely encapsulated in a polypropylene plastic “Brand Name or Equal to” Tuf-Kote.

4.1.6.2 Rope shall be lubricated prior to applying the rope finish.

4.1.6.3 Wire Rope finish shall adhere to the following standards and specifications.

PROPERTIES OF ROPE FINISH MATERIAL

PROPERTY TEST VALUE

Water Absorption, 24 hrs ASTM D570 Less Than 0.025 Tensile Strength ASTM D638 3,500 psi minimum

Tensile Elongation at Break ASTM D638 greater than 500 percent Tensile Elongation at Yield ASTM D638 10 percent

Flexural Strength ASTM D790 No Break Hardness, Shore D ASTM D785 D68 to D70

Melting Temperature ASTM D3418 320°F to 327°F

4.1.7 Strand pitch length shall not be less than 4.5 times the nominal rope diameter.

4.1.8 The number of wires in the core strand shall be equal to or greater than the number of wires in the other strands.

4.1.9 The core strand wires shall be of the same material as the wires in the other strands or of a material with a lower tensile strength.

4.1.10 End Terminations

4.1.10.1 The Gate Rope Sockets and Rope Anchors shall be fabricated as indicated in Attachment 1 (Technical Drawings).

4.1.10.2 Manufacturer shall submit product data indicating the dimensions and what materials were used to create the end terminations.

4.1.10.3 Manufacturer shall submit drawings prior to manufacturing, especially if the Gate Rope Sockets and Rope Anchors differ from Attachment 1.

4.1.10.4 End terminations shall be attached using zinc socketing. Note that by design the zinc filled sockets for the drum connection (pc 4) will not develop 100 percent of the strength of the rope.

4.1.11 Testing

4.1.11.1 Manufacturer shall proof load the wire ropes at 40% of nominal strength, after the end terminations have been attached, and submit the test report.

4.1.11.2 Test Report shall include: Results of the proof load test for the terminations and measured rope lengths.

4.2 Gate Pin (REF Detail 8, Drawing M-502)

4.2.1 Successful quoter shall manufacture one (1) gate pin in accordance to Detail 8, Drawing M-502.

4.2.2 All Gate Pin stainless steel bars and shapes shall be ASTM A564/A564M S17400 Type 630

Condition H900

4.3 Bushing (REF Detail 9, Drawing M-502)

4.3.1 Successful quoter shall supply one (1) bushing, “Brand Name or Equal to” Kamatics Part NO.

KJBA55158V

4.3.2 Prior to delivery the bushing shall be press-fit in a manner than does not cause binding between the bearing surface and the pin.

4.3.3 The Bushing shall be self-lubricating and suitable for use in both air and water.

4.3.4 The Bushing housing shall be made of Bronze, ASTM B505/B505M meeting UNS C93200.

4.3.5 Bushings shall be 4.128” (+0/-0.001) in diameter with an inner diameter of 3.632” (+0/- 0.002).

4.3.6 Bushing shall be no more than 11 1/8 inches in length.

4.3.7 Reference Detail 9, Detail A and B, Drawing M-502 for further detail.

4.3.8 The Bushing shall meet or exceed a life cycle of at least 4 million cycles of 270 degree rotations with a load of at least 133 kips.

4.3.9 If changes are made to the bushings or are custom manufactured, the successful quoter shall submit drawings showing all dimensions and life cycle calculations prior to fabrication.

4.3.10 Successful quoter shall submit Manufacturer’s Catalog Cuts.

4.4 Fasteners

4.4.1 All tie rods shall be ASTM A582 SE condition “B” Stainless Steel ASTM A320 grade B8 class 2 Stainless Steel AISI 304.

4.4.2 All nuts shall be ASTM A564 Type 304 or 316 heavy hex ASTM A194 grade 8 or 8M (AISI 304 or

316) Stainless Steel.

4.4.3 Successful quoter shall submit the certified manufacturer's mill reports and/or catalog cuts which clearly show the applicable ASTM mechanical and chemical requirements.

4.5 For additional information, reference Attachment 1 (Technical Drawings).

5.0 WARRANTY

5.1 All items shall be covered by a minimum five-year warranty on all parts, labor, and workmanship from factory defects.

6.0 SUBMITTALS

Descriptive Materials (brochures, illustrations, drawings, data sheets, manufacturers catalog cut sheets, specifications sheets, warranty, etc...), must be submitted for each “or Equal” offer. These submittals shall be sufficiently complete as to allow the Contracting Officer to determine, without discussion with the offerer, whether the products being offered meet or exceed the products being requested in all regards.

7.0 SHIPMENT AND DELIVERY

7.1 All items shall be delivered FOB Destination to Little Goose Lock and Dam within twelve (12) weeks of contract award.

7.2 The contractor shall be responsible for packing and shipping the components in a manner that will ensure undamaged and complete arrival to Little Goose Lock and Dam.

7.3 No shipments are allowed other than during normal business hours of Monday through Thursday, 7:00 a.m.

- 4:00 p.m., excluding Federal holidays.

7.4 All shipments shall be delivered to:

US Army Corps of Engineers Contract Performance Specialist Little Goose Lock and Dam 1001 Little Goose Dam Road Dayton, WA 99328-9753

The following have been deleted:

TECHNICAL SPECIFICATION UPDATE

252.209-7991 (Dev) Representation by Corporations Regarding an Unpaid

Delinquent Tax Liability or a Felony Conviction under any Federal Law - Fiscal Year 2016 Appropriations.

(DEVIATION 2016-O0002)

OCT 2015

(End of Summary of Changes)