W912EF-17-B-0003_Amend_003.pdf

W68SBV62595424

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 revise specif ications and draw ings as stated in the Summary of Changes. See revised plans and specif icaions. Spec changes are identif ied w ith a red line in left border. Bid opening date remains June 21 @ 2pm PST.

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 15-Jun-2017

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-17-B-0003

X 9B. DATED (SEE ITEM 11)

17-May-2017

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

15-Jun-2017

CODE

USAED, WALLA WALLA - CONTRACTING DIV.

CYNTHIA H JACOBSEN

201 N. THIRD AVE

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-17-B-0003

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

AMENDMENT 0003

Specifications:

Updated submittal register provided.

01 14 00.10 28

• 1.2: Added items 5, 6 and 7.

01 35 29.10 28 SAFETY AND OCCUPATIONAL HEALTH REQUIREMENTS

• 1.3: Previous submittal titled “Crane Wheel and Outrigger Loading Diagram and Deck Protection for Outriggers” has been changed to “Crane wheel and outrigger loading diagram and outrigger bearing mats”

• 1.13.5: Modified the paragraph for the Contractor’s cranes to require additional calculations to demonstrate soil bearing capacity and soil pressure imposed by the crane on the navigation lock wall.

09 96 00 WATERPROOF HIGH-PERFORMANCE COATINGS

• 1.1.5: Revised to clarify board replacement requirements

35 01 70.13 WIRE ROPE FOR TRASH SHEAR BOOM

• 2.3: Added paragraph

Drawings:

G-002: Updated to show addition of FIOs 238, 239, 240, 315, 316 C-113: New drawing added with Boring Locations M-003: Corrected dimension for Roller Journal Bearing Fabrications Details S-100: Revised welding detail S-210: Revised Section A note S-211: Revised Intermediate Anchor Section A note. Added Note 5.

S-500: Revised Section A note for upper plates. Revised Note 10.

FIO-238, 239, 240, 315, 316: Added

SECTION 00700 - CONTRACT CLAUSES

The following have been modified:

252.236-7001 CONTRACT DRAWINGS AND SPECIFICATIONS (AUG 2000)

(a) The Government will provide to the Contractor, without charge, one set of contract drawings and specifications, except publications incorporated into the technical provisions by reference, in electronic or paper media as chosen by the Contracting Officer.

(b) The Contractor shall--

(1) Check all drawings furnished immediately upon receipt;

(2) Compare all drawings and verify the figures before laying out the work;

(3) Promptly notify the Contracting Officer of any discrepancies;

(4) Be responsible for any errors that might have been avoided by complying with this paragraph (b); and

(5) Reproduce and print contract drawings and specifications as needed.

(c) In general--

(1) Large-scale drawings shall govern small-scale drawings; and

(2) The Contractor shall follow figures marked on drawings in preference to scale measurements.

(d) Omissions from the drawings or specifications or the misdescription of details of work that are manifestly necessary to carry out the intent of the drawings and specifications, or that are customarily performed, shall not relieve the Contractor from performing such omitted or misdescribed details of the work. The Contractor shall perform such details as if fully and correctly set forth and described in the drawings and specifications.

(e) The work shall conform to the specifications and the contract drawings identified on the following index of drawings:

Drawing Number

Sheet Number

Title

Revision Number

Date

LITTLE GOOSE BOOMS AND BARRIERS

VOLUME 1 Trash Shear & Log Boom

GENERAL

LGG-1-0-1/404 G-001 COVER SHEET AND LOCATION MAPS

LGG-1-0-1/405 G-002 INDEX TO DRAWINGS A 6/15/17

LGG-1-0-1/406 G-003 GENERAL NOTES AND ABBREVIATIONS

LGG-1-0-0/11 G-101 SITE STAGING AREAS

LGG-1-0-0/12 G-102 SITE STAGING AREAS

LGG-1-0-0/13 G-103 SITE STAGING AREAS

LGG-1-0-0/14 G-104 SITE STAGING AREAS

CIVIL

LGG-1-0-7/1 C-100 SITE PLAN

LGG-1-0-7/2 C-110 SITE LAYOUT

LGG-1-0-7/3 C-111 TRASH BOOM ENLARGED PLAN

LGG-1-0-7/4 C-112 INTERMEDIATE FLOAT RESTRAINT

ANCHOR SITE LAYOUT

LGG-1-0-7/11 C-113 SITE PLANS BORING LOCATIONS 6/15/17

STRUCTURAL

LGG-1-13-1/14 S-001 STRUCTURAL NOTES

LGG-1-13-1/15 S-100 TRUSS FRAME SLIDING ANCHOR

ELEVATION, SECTIONS, AND DETAILS

A

6/15/17

LGG-1-13-1/16 S-110 TRUSS FRAME ROLLER ASSEMBLY PLAN,

ELEVATION, SECTION AND DETAILS

LGG-1-13-1/17 S-120 TRUSS FRAME CLOSURE DETAILS

LGG-1-13-1/18 S-200 UPSTREAM ANCHOR FLOAT CONNECTION

DETAILS

LGG-1-13-1/19 S-210 CONCRETE INTERMEDIATE ANCHOR FLOAT

PLAN AND SECTIONS

LGG-1-13-1/20 S-211 ANCHOR SCHEMATIC SECTIONS A 6/15/17

LGG-1-13-1/21 S-220 CABLE ATTACHMENT DETAILS

LGG-1-13-1/22 S-230 ANCHOR DETAILS

LGG-1-13-1/23 S-231 PRECAST CONCRETE ANCHOR DETAILS

LGG-1-13-1/24 S-232 ANCHOR CONCRETE PLATE DETAILS

LGG-1-13-1/25 S-233 LIFTING EYE DETAILS

LGG-1-13-1/26 S-300 FENCE SUPPORT AND CABLE ATTACHMENT

LGG-1-13-1/27 S-310 SHEAR FENCE SUPPORT AND BRACKETS

LGG-1-13-1/28 S-400 INTERMEDIATE FLOAT A-FRAME PLAN AND

LGG-1-13-1/29 S-410 SADDLE ASSEMBLY AND SUPPLEMENTARY

FLOAT ELEVATION AND DETAILS

LGG-1-13-1/30 S-420 SADDLE ASSEMBLY DETAILS

LGG-1-13-1/31 S-500 CONCRETE FLOAT PLAN, ELEVATION,

SECTIONS AND DETAILS

LGG-1-13-1/32 S-600 MISCELLANEOUS DETAILS 1

LGG-1-13-1/33 S-700 EXISTING FLOAT CONDITION KEY PLAN

AND NOTES

LGG-1-13-1/34 S-710 EXISTING FLOAT CONDITION DETAILS 1

LGG-1-13-1/35 S-711 EXISTING FLOAT CONDITION DETAILS 2

LGG-1-13-1/36 S-712 EXISTING FLOAT CONDITION DETAILS 3

LGG-1-13-1/37 S-713 EXISTING FLOAT CONDITION DETAILS 4

LGG-1-13-1/38 S-714 EXISTING FLOAT CONDITION DETAILS 5

LGG-1-13-1/39 S-715 EXISTING FLOAT CONDITION DETAILS 6

LGG-1-13-1/40 S-800 LOGBOOM LAYOUT

LGG-1-13-1/41 S-810 LOGBOOM DETAILS

MECHANICAL

LGG-1-3-1/1 M-001 ROLLER AND PIN ASSEMBLY

LGG-1-3-1/2 M-002 ROLLER FRAME MACHINING DETAILS

SHEET 1

LGG-1-3-1/3 M-003 ROLLER PIN MACHINING DETAILS SHEET 2 A 6/15/17

LGG-1-3-1/4 M-004 ROLLER ASSEMBLY AND JOURNAL

BEARING INSTALLATION ROLLER BODY

MACHING DETAILS

FOR INFORMATION ONLY (FIO)

The Government does not warrant the accuracy of the FIO drawings. The Government recommends that the Contractor verify the accuracy of FIO drawings.

LGG-1-0-1/213 FIO-001 VICINITY MAP, GENERAL SITE PLAN, INDEX

TO DRAWINGS

LGG-1-0-1/214 FIO-002 SITE PLAN, ABBREVIATIONS, AND

GENERAL NOTES

LGG-1-0-1/215 FIO-003 GENERAL ARRANGEMENT PLAN

LGD-1-13-1/1 FIO-004 DAM ANCHORAGE PARTIAL PLAN

LGD-1-13-1/2 FIO-005 CONCRETE FLOAT PLAN, ELEVATION, AND

SECTIONS

LGD-1-13-1/3 FIO-006 ANCHOR SCHEMATIC SECTIONS

LGD-1-13-1/4 FIO-007 BOTTOM ANCHOR DETAILS

LGD-1-13-1/5 FIO-008 DAM SLIDING ACHOR PLAN, ELEVATION,

SECTIONS, AND DETAILS

LGD-1-13-1/6 FIO-009 DAM SLIDING ANCHOR ROLLER ASSEMBLY

PLAN, ELEVATION, SECTIONS, AND

LGD-1-13-1/7 FIO-010 CONCRETE INTERMEDIATE ANCHOR FLOAT

PLAN AND SECTIONS

LGD-1-13-1/8 FIO-011 UPSTREAM ANCHOR FLOAT PLAN,

SECTIONS, AND DETAILS

LGD-1-13-1/9 FIO-012 CONCRETE FLOAT DESIGN CRITERIA

LGD-1-13-1-10 FIO-013 DAM CLOSURE AND MISCELLANEOUS

LGD-1-13-1/11 FIO-014 MISCELLANEOUS SECTIONS AND DETAILS

LGD-1-13-1/12 FIO-015 FENCE SUPPORT AND CABLE ATTACHMENT

LGD-1-13-1/13 FIO-016 A-FRAME PLAN, SECTIONS, AND DETAILS

LGD-1-13-1/14 FIO-017 FENCE SUPPORT AND CABLE ATTACHMENT

LGD-1-13-1/15 FIO-018 SUPPLEMENTAL FLOATATION SADDLE

LGD-1-13-1/16 FIO-019 SUPPLEMENTAL FLOATATION BUOY

LGD-1-13-1/18 FIO-100 TRASH BOOM FRAME PLANS

LGD-1-13-1/19 FIO-101 TRASH BOOM FRAME ELEVATIONS

LGD-1-13-1/20 FIO-102 TRASH BOOM FRAME DEBRIS SHIELD

SECTION, ELEVATION AND DETAIL

LGD-1-13-1/21 FIO-103 TRASH BOOM FRAME DETAILS 1

LGD-1-13-1/22 FIO-104 TRASH BOOM FRAME DETAILS 2

LGD-1-13-1/28 FIO-110 CONNECTION AT UPSTREAM ANCHOR

FLOAT DISASSEMBLY

LGD-1-13-1/17 FIO-120 TRASH BOOM RELOCATION PLAN

ASSEMBLY1.DGN FIO-200 FLOAT #1 LAYOUT AND DETAILS

ASSEMBLY.DGN FIO-201 LAYOUT AND DETAILS

ASSEMBLY2.DGN FIO-202 INTERMEDIATE FLOAT LAYOUT & DETAILS

ASSEMBLY3.DGN FIO-203 FLOAT #22 LAYOUT AND DETAILS

SECTION.DGN FIO-204 SECTIONS AND DETAILS

METAL3.DGN FIO-205 METAL FABRICATION

METAL5.DGN FIO-206 METAL FABRICATION

SADDLE.DGN FIO-207 METAL FABRICATION

SADDLE2.DGN FIO-208 METAL FABRICATION

SADDLE3.DGN FIO-209 METAL FABRICATION

WAGSTOP.DGN FIO-210 INTERMEDIATE FLOAT TIE BACKS

SITELAYOUT.DGN FIO-220 SITE LAYOUT

SECTION2.DGN FIO-221 SECTIONS AND DETAILS

SECTION3.DGN FIO-222 SECTIONS AND DETAILS

FENCEASSY.DGN FIO-223 FENCE ASSEMBLY

FENCEASSY2.DGN FIO-224 FENCE ASSEMBLY

WOOD3.DGN FIO-225 WOOD FABRICATION INTERMEDIATE

FLOAT

WOOD.DGN FIO-226 WOOD FABRICATION

WOOD2.DGN FIO-227 WOOD FABRICATION

WOOD4.DGN FIO-228 WOOD FABRICATION

METAL.DGN FIO-229 METAL FABRICATION

METAL4.DGN FIO-230 METAL FABRICATION

METAL6.DGN FIO-231 METAL FABRICATION

METAL2.DGN FIO-232 METAL FABRICATION

RUBBERUHMW1.D

GN

FIO-233 RUBBER AND U.H.M.W. FABRICATION

RUBBERUHMW2.D

GN

FIO-234 RUBBER AND U.H.M.W. FABRICATION

GAPCLOSURE.DG

N

FIO-235 FENCE REVISIONS

HAWSEPIPE.DGN FIO-236 METAL FABRICATION

HAWSEPIPEFAB.D

GN

FIO-237 METAL FABRICATION

1FLOATFAB.DGN FIO-238 CLEAT FLOAT FABRICATION

6/15/17

2FLOATFAB.DGN FIO-239 NO CLEAT FLOATS FABRICATION

6/15/17

INTERMEDIATEFL

OATFAB1.DGN

FIO-240 INTERMEDIATE FLOAT FABRICATION

6/15/17

3OF5.DGN FIO-250 DAM ANCHOR

1OF7.DGN FIO-251 ROLLER ASSEMBLY LAYOUT

2OF7.DGN FIO-252 FRAME STEEL BARS DETAIL

3OF7.DGN FIO-253 STAINLESS STEEL ROLLER

4OF7.DGN FIO-254 ROLLER PIN AND KEEPER PIN

5OF7.DGN FIO-255 MISCELLANEOUS ROLLER ASSEMBLY

PARTS

6OF7.DGN FIO-256 SHEAR FACE AND SUPPORT FRAME

LAYOUT

7OF7.DGN FIO-257 SHEAR SUPPORT FRAME PARTS DETAIL

8OF9.DGN FIO-258 UPSTREAM ANCHOR FLOAT

LGG-1-9-1/130 FIO-300 EXPLORATIONS

LGG-1-9-1/146 FIO-301 LOG RECORDS NO. 16 RIVER MILE 70.3 AND

VICINITY DH-89 THRU DH-96

LGG-1-9-1/147 FIO-302 LOG RECORDS NO. 17 RIVER MILE 70.3 AND

VICINITY DDH-97 THRU DDH-102

LGG-1-9-1/148 FIO-303 LOG RECORDS NO. 18 RIVER MILE 70.3 AND

VICINITY DH-103 THRU DH-107

LGG-1-9-1/149 FIO-304 LOG RECORDS NO. 19 RIVER MILE 70.3 AND

VICINITY DH-107 THRU DH-111

LGG-1-9-1/164 FIO-305 LOG RECORDS NO. 34 RIVER MILE 70.3 AND

VICINITY D-206 THRU DDH-211

LGG-1-9-1/167 FIO-306 LOG RECORDS NO. 37 RIVER MILE 70.3 AND

VICINITY D-225 THRU D-231

LGG-1-9-1/168 FIO-307 LOG RECORDS NO. 38 RIVER MILE 70.3 AND

VICINITY D-232 THRU DH-239

LGG-1-9-1/169 FIO-308 LOG RECORDS NO. 39 RIVER MILE 70.3 AND

VICINITY DDH-240 THRU DDH-244

LGG-1-9-1/170 FIO-309 LOG RECORDS NO. 40 RIVER MILE 70.3 AND

VICINITY DDH-244 THRU DDH-248

LGG-1-9-1/185 FIO-310 CONCRETE AGGREGATE SOURCE TEST PIT

LOGS

LGG-1-9-2/45 FIO-311 LOGS OF TEST PITS

LGG-1-9-2/46 FIO-312 LOGS OF TEST PITS

LGG-1-9-2/47 FIO-313 SUMMARY, SAND GRADATIONS LOGS OF

TEST PITS

LGG-1-9-1/150 FIO-314 LOG RECORDS NO. 20 RIVER MILE 70.3 AND

VICINITY DH-112 THRU DH-117

LGG-1-9-1/162 FIO-315 LOG RECORD NO.32-RIVER MILE 70.3 AND

VICINITY – DHH-191 THRU DHH-198

LGN-1-4-3/1 FIO-316 NAVIGATION LOCK – UPPER APPROACH

WALL A

(End of drawing list)

(End of clause)

Contract drawings created on CAD will be available in electronic form for use by the Contractor. No For Information Only drawings are available on CAD. The Contractor assumes all risks associated in using electronic CAD drawings. The contract drawings shall govern if there are any discrepancies between the electronic copy and the contract drawing. The Contractor shall promptly notify the Contracting Officer of any discrepancies. The Government will not be responsible to correct the electronic CAD drawing. If contract modifications are issued, the associated electronic CAD drawings will not be available to the Contractor. Electronic copies of CAD drawings are only available in Bentley MicroStation format. The Government will provide the files on CD ROM.

(End of Summary of Changes)