W9127N-15-R-0012_Amend_0004.pdf

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

NAME OF PROJECT: FALL CREEK DAM AND RESERVOIR ADULT FISH FACILITY WATER SUPPLY UPGRADE Amendment No. 0004 Makes the follow ing changes to Solicitation No. W9127N-15-R-0012:

(1) Change to: 52.000-4016 PROPOSAL SUBMISSION from 16 April 2015 to 21 April 2015. Time remains unchanged. Bidder Inquiry is extended to COB 16 April 2015.

(2) Added FLD 2-68 to list of informational draw ings on Sheet G-001 and to the informational draw ing set.

(3) Removed FLD 2-44 from the list of informational draw ings on Sheet G-001 and from the informational draw ing set.

(4) Removed FLD 2-44 from Note 5 on sheet S-001, and replaced it w ith FLD-2-68.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

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

16C. DATE SIGNED

BY 14-Apr-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 W9127N-15-R-0012

X 9B. DATED (SEE ITEM 11)

16-Mar-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 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

14-Apr-2015

CODE

US ARMY CORPS OF ENGINEERS

333 SW FIRST AVE

PORTLAND OR 97204-3495

W9127N 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W9127N-15-R-0012

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00010 - SOLICITATION CONTRACT FORM

The required response date/time has changed from 16-Apr-2015 04:00 PM to 21-Apr-2015 04:00 PM.

SECTION 00100 - BIDDING SCHEDULE / INSTRUCTIONS TO BIDDERS

The following have been modified:

52.000-4016 PROPOSAL SUBMISSION

The proposal is due by 4:00 PM PST on 21 April 2015 in the Contracting Division, 10th Floor, of the Block 300 Building, 333 S.W. First Avenue, Portland, Oregon.

(End of Summary of Changes)

G2ecdjem Information Only

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BORDER VERSION UPDATE [08-2013]

G-001SHEET NAME:G2ecdjem BY USERNAME:DATE AND TIME PLOTTED: 4/13/2015 3:54:31 PM

NOTES:

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TO BE PRINTED IN COLOR.

4. ALL SHEETS IN THE PLANS AND SPECIFICATION DRAWING SET ARE INTENDED

ARE NAVD 88. NVGD 29 + 3.62 = NAVD 88.

3. FIO DRAWINGS ARE ON FALL CREEK DATUM (NGVD 29). DESIGN DRAWINGS

2. FIO DENOTES "FOR INFORMATION ONLY"

FIO DRAWING IS FOR REFERENCE ONLYDENOTES5

FOLLOWING CONTRACT DRAWINGS

FIO DRAWING WAS REFERENCED BY THEDENOTES4

OF THIS CONTRACT

FOLLOWING DRAWINGS AT THE COMPLETION

FIO DRAWING WILL BE SUPERCEDED BY THEDENOTES3

THIS CONTRACT BY THE CONTRACTOR

DRAWING SHALL BE UPDATED AT THE COMPLETION OFDENOTES2

OF THIS CONTRACT

FIO DRAWING IS OBSOLETE AT THE COMPLETIONDENOTES1

1. SHEET ACTION NUMBER IDENTIFICATION KEY SHALL BE AS SHOWN BELOW:

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S-001SHEET NAME:G2ecdjem BY USERNAME:DATE AND TIME PLOTTED: 4/13/2015 4:22:19 PM

GENERAL STRUCTURAL NOTES:

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FISH HORNS & TRASHRACKS AFTER DRAWDOWN - LOOKING WEST FISH HORNS AFTER DRAWDOWN - LOOKING NORTHEAST

AND OUTSIDE

TO BE RE-PAINTED ON INSIDE

8 EXISTING FISH HORNS

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R.O. INTAKE

BOX FRAME AND GRATING

NEW FISH HORN VALVE

TO BE REPLACED

FRAMES AND GRATING

FISH HORN VALVE BOX

TO BE REPLACED AND PAINTED (TYP)

SUPPORTS AND ATTACHMENTS

EXISTING STRUCTURAL

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TO BE REPLACED AND PAINTED (TYP)

9 EXISTING TRASHRACKS

FOR FISH HORN VALVE BOX RAISE, SEE DWG, S-004.25

ALL ELEVATIONS ON THIS SHEET ARE IN NGVD 29 DATUM.24

REMOVE AND REFURBISH ALL THREE HORNS AT THE MIDDLE FISH HORN TIER AT EL. 765.0.23

CONSTRUCT A NEW SMALL FISH HORN AND TRASHRACK FOR THE TOP MOST FISH HORN TIER THAT IS IDENTICAL TO THE EXISTING TOP MOST SMALL FISH HORN AND TRASHRACK.22

SMALL FISH HORN AT BOTTOM TIER (EL. 720.0) SHALL BE DISPOSED OF.21

REFURBISH AND REPAINT LARGE AND INTERMEDIATE FISH HORNS AT THE BOTTOM FISH HORN TIER (EL. 720.0) AND RE-INSTALL AT THE TOP MOST FISH HORN TIER (EL. 800.0).20

REFURBISH AND REPAINT LARGE, INTERMEDIATE, AND SMALL FISH HORNS AT THE TOP MOST FISH HORN TIER (EL. 800.0) AND RE-INSTALL AT BOTTOM FISH HORN TIER (EL. 720.0).19

FOR THE HINGES SHALL BE SELF-LUBRICATING COLUMBIA INDUSTRIAL PRODUCT (CIP SERIES 121, OR APPROVED EQUIVALENT).

MATERIAL SHALL BE COMPATIBLE WITH TRASHRACK AND BOLT MATERIAL AND BE PAINTED WITH THE SAME SYSTEM AS THE TRASHRACKS AND BOLTS ON THE TRASHRACKS. THE BUSHINGS

EACH NEW TRASHRACK SHALL HAVE A MINIMUM OF 2 HINGES ALONG ONE OF THE SIDES. EACH HINGE SHALL BE CONTRACTOR DESIGNED FOR 1000 LBS OF MINIMUM LOAD. HINGE 18

ALL 9 FISH HORN TRASHRACKS SHALL BE REPLACED IN KIND AND PAINTED.17

WELD SHOWN IN SECTION D-D ON INFO ONLY DWG FLD-1-23/8, REPLACE WITH 3/16" FILLET WELD ON FOUR FLAT FACES OF NUT BEFORE GALVANIZING AND PAINTING.

ELEVATION 720.0 SIMILAR TO THOSE AT ELEVATION 765.0 AND 800.0. FIELD VERIFY EXISTING DIMENSIONS TO FIT NEW FISH HORN WATER SUPPLY PIPES. FOR FILLET

FISH HORN VALVE BOX FRAME AND GRATING TO BE REPLACED IN KIND AND RE-PAINTED AT ELEVATIONS 765.0 AND EL. 800.0. ADD NEW FRAME AND GRATING AT 16

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THE ESTIMATED WEIGHT OF THE LARGEST SECTION OF DISMANTLED FISH HORN WITH THE ATTACHED TRASHRACK IS APPROXIMATELY 12,000 LBS. CONTRACTOR IS TO FIELD VERIFY THIS WEIGHT.15

CHANGES TO AS-BUILTS ON SHOP DRAWINGS FOR GOVERNMENT REVIEW.

INFORMATIONAL DRAWINGS. SHOP DRAWINGS SUBMITTED SHALL REFLECT CHANGES TO AS-BUILTS NECESSARY TO MAINTAIN THESE ELEVATIONS. CLOUD ALL REQUIRED DIMENSIONAL

FIELD VERIFY ALL MEASUREMENTS PRIOR TO STRUCTURAL FABRICATION SO THAT THE FISH HORN CENTERLINE IS MAINTAINED PER NGVD 29 ELEVATIONS INDICATED ON THE 14

CONTRACTOR SHALL REPLACE CONCRETE ANCHORS IN KIND WITH NEW POST INSTALLED GALVANIZED EPOXY ANCHORS WITH EQUIVALENT CAPACITY.13

CONTRACTOR SHALL REMOVE FISH HORN STRUCTURE WITHOUT DAMAGE TO THE EXISTING FOUNDATION.12

ALL BOLTED CONNECTIONS SHALL BE FULLY PRE -TENSIONED WITH A-325 GALVANIZED BOLTS WITH APPROPRIATE NUTS AND WASHERS UNLESS INDICATED OTHERWISE.11

ALL MATERIAL SHALL BE REPLACED IN KIND UNLESS SPECIFIED OTHERWISE. ALL STRUCTURAL STEEL MATERIALS SHALL BE ASTM A36 OR A572, GR. 50 OR A992, GR. 50.10

ANY DAMAGE TO THE FISH HORNS AS A RESULT OF REMOVAL AND INSTALLATION SHALL BE REPAIRED AT THE CONTRACTOR'S COST.9

ALL PAINTING ON EXISTING AND NEW FABRICATION TO BE PERFORMED IN THE SHOP.8

CONTRACTOR SHALL WELD IN ACCORDANCE WITH SPECIFICATION SECTION 05 05 23.00 25.7

FOR NEW STEEL FABRICATION, SEE SPECIFICATION SECTION 05 21 00.00 25, STRUCTURAL STEEL AND MISCELLANEOUS METAL.6

BOX GRATING, SEE INFO ONLY DWG: FLD-1-23/8. FOR FISH HORN VALVE BOX, SEE INFO ONLY DWG, FLD-2-22.

FOR FISH HORN STRUCTURES AND SUPPORTS, SEE INFO ONLY DWG: FLD-2-36-38, FLD-3-1 & 2. FOR TRASHRACK DETAILS, SEE INFO ONLY DWG, FLD-2-68. FOR FISH HORN VALVE 5

SEE SPECIFICATION SECTION 05 05 23.00 25 FOR STRUCTURAL WELDING.4

SEE SPECIFICATION SECTION 01 10 10.00 25 FOR REMOVAL AND REINSTALLATION PLAN OF FISH HORNS.3

SEE SPECIFICATION SECTION 09 97 02.00 25 FOR PAINT SYSTEM FOR ALL FEATURES.2

FOR LOCATION OF THE FISH HORNS, SEE SHEET G-004. FOR LOCATION OF FISH HORN VALVE VAULT BOX, SEE INFO ONLY DWG, FLD-2-8.1

NTS NTS