Amendment_0001_Alabama_Swift_Tract.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 11. Contract ID Code I Paae of Paaes

I 1 I 6

2. AMENDMENT MODIFICATION NO. , 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. , 5. PROJECT NO. (if applicable)

A0001 MAR 15, 2016 NFFKHC30-16-007 43

6. ISSUED BY CODE AJ830023 7. ADMINISTERED BY (If other than item 6) CODE

NOAA/AGO/EAD See Block 6

601E12TH STREET

ROOM 1734

KANSAS CITY MO 64106

8. NAME AND ADDRESS OF CONTRACTOR (NO., Street, Country, State and ZIP Code) (x) 9A. AMENDMENT OF SOLICITATION NO.

WC-133F-16-RP-0044 ,____

x 9B. DATED (SEE ITEM 11)

MAR 15, 2016

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

CODE I FACILITY CODE

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

l8J The above numbered solicitation is amended as set forth in item 14. The hour and date specified for receipt of offers D is extended, ~is not extended.

Offers 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 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 OR OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment your desire to change an offer already submitted, such change may be made by telegram or letter, provided each telearam 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)

See Schedule

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS. IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

Check One 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 I is not, I 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)

WC133F-16-RP-0044 CONSTRUCTION OF ALABAMA SWIFT TRACT SHORELINE, BON SECOUR BAY, BALDWIN COUNTY, ALABAMA.

The solicitation is hereby amended in accordance with the attached document.

... See Continuation Page

Except as provided herein, all terms and conditions of the document referenced in item 9A or 1 OA, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

NSN 7540-01-152-8070

Previous Edition unusable

15C. DATE SIGNED

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

16B. UNITED STATES OF AMERICA 16C. DATE SIGNED

(Signature of Contracting Officer)

STANDARD FORM 30. (Rev. 10-83) Prescribed by GSA FAR (48 CFR) 53.243

Continuation Page

Continued from Block 14 ...

Offers remain due on April 5, 2016 2:00 PM Central.

PAGE 2 OF 6 WC-133F-16-RP-0044/A0001

Table of Contents

SECTION C DESCRIPTION/SPECIFICATIONS/WORK STATEMENT

PAGE 3 OF 6 WC-133F-16-RP-0044/A0001

c. 1

SECTIONC

DESCRIPTION/SPECIFICATIONS/WORK STATEMENT

HDR Engineering, Inc. 250522

NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION

ALABAMA SWIFT TRACT LIVING SHORELINE PROJECT

BON SECOUR BAY, ALABAMA

SOLICITATION NUMBER WC133F-16-RP-0044

AMENDMENT NO. 1

MARCH 8, 2016

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TO ALL POTENTIAL BIDDERS: ~a.''111u•H''' "3- -\'-'>

This amendment shall be considered part of the Contract Documents and is issued to change, amplify, or delete from or otherwise explain the plans and specifications where provisions of this amendment differ from those of the original Contract Documents. This amendment shall have precedence over the original plans and specifications and shall govern.

Respondents are hereby notified that they shall incorporate this amendment in their bid, and it shall be construed that the Contractor's Bid shall reflect with full knowledge, all items, changes and modifications to the Contract Documents herein specified.

RESPONDENTS SHALL ACKNOWLEDGE RECEIPT OF THIS AMENDMENT IN THE SPACE

PROVIDED ON THE SOLICITATION, OFFER, AND AW ARD FORM.

TECHNICAL PROVISIONS

Paragraph 25 Permanent Warning Signs - Replace paragraphs 25.2, 25.3, and 25.4 with the following:

25.2 Submittals: Submittals required under this paragraph include the following:

1. Surveys (Refer to Paragraph 21 of the Technical Provisions)

2. Material Certifications for Treated Timber Post, Aluminum Plate Signage, Hardware, Reflective Tape, and Signal Lights

3. Shop Drawings

4. Battery Housing Lock Keys

25.3 · Materials: Permanent warning signs shall be constructed of the materials and to the dimensions required as shown in the Plans. Post shall consist of ASTM D25 ten (10) inch diameter by twenty-five (25) feet long treated timber post with six (6) inch minimum tip with a 2.5 CCA retention value. Sign shall be three (3) feet by three (3) feet and consist of

0.125 inch thick marine grade aluminum with white sheeting on one side. A two (2) inch orange reflective border shall be on the sign face. Hardware shall consist of three (3) 0. 75 inch diameter A3 07 (HDG) dome head bolts with ogee washer and nut. Nuts shall be tack welded to bolts. Lettering and additional requirements are shown in the Plans. A white solar-powered LED marine Lantern, FL2.5 s (0.3 sec ON/2.2 sec OFF) shall be attached to

PAGE 4 OF 6 WC-133F-16-RP-0044/A0001

HDR Engineering, Inc. 250522 the top of each permanent warning sign pile. CONTRACTOR shall submit certifications showing accordance with the material requirements for the treated timber post, aluminum plate signage, hardware, reflective tape, and signal lights prior to installation of the permanent warning signs.

25.4 Installation: The signs shall be installed at locations as shown on the Plans.

CONTRACTOR shall exercise care when performing work in the vicinity of the permanent warning signs. CONTRACTOR shall submit shop drawings detailing the method to be used to attach the marine Lantern to the timber post for GOVERNMENT review at least seven (7) days prior to installation of the permanent warning signs. The CONTRACTOR shall maintain the warning lights, including locking the battery housing, until final acceptance by the GOVERNMENT. After substantial completion of the project by the GOVERNMENT, the CONTRACTOR shall replace the construction battery housing locks with new locks and provide the keys to the GOVERNMENT prior to final acceptance.

TECHNICAL PROVISIONS

Paragraph 32 Schedule of Deliverables - Delete the following:

TECHNICAL PROVISIONS

Paragraph 32 Schedule of Deliverables - Add the following:

TP-25.3 Material Certification

TP-25.4 Shop Drawings

TP-25.4 Battery Housing Lock Keys

PLANS

Prior to installation of settlement plates

At least seven (7) days prior to installation of the permanent warning signs

After Substantial Completion, Prior to Final Acceptance

Replace Sheet OOC-10 with attached Sheet OOC-10 (Rev. 1).

END OF AMENDMENT N0.1

ATTACHMENTS:

Revised Plans Sheet OOC-10 (Rev. 1)

PAGE 5 OF 6 WC-133F-16-RP-0044/A0001

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RETROFLECTIVE

SLACK LETTERS (lYP.}

0.12!S• THICK MARINE

GRADE ALUMINUIA

WITH WHITE SHEETING

(ONE SIDE)

(3) 3/4• DIA A307 (HOG) DOME HE'AO

BOLTS WITH OGEE WASHER AND NIJT (TYP.)

TACK WELD NUTS TO 90LTS

3'Jt3'

SIGN FACE

DRIVE OR JET

POST IN PLACE

(SEE NOTE J)

6• MfN. TIP

DETAIL - PERMANENT WARNING SIGN~ '1:1'8'

SCALE: NOT TO SCALE -113 OOC-09

PROJECT M4NA.GER E. ROONEY

DE81QNEU8Y li:.ROOHEY

CHECKEO BY j B. GEESEY

1-)~

I I DRAWN BY IE CONTRERAS

I -,---l- 1 03/08/2016 BID AMENDMENT l

-010/29/2015 1sSUE~NSlRuCTIDN .... iiiUED"ATE-··-DEScRiPTION _____ _ ····-·-1PRoJ'ECiNuMBER 1250522 __ ,, ..

SURROUtm SE.Tn.EMEITT

PLATE WITH ORR

EXISTING GRADE

(EL VARIES)

ro

48"X48~·

HOG PLATE

,~~- ~"'1,.'-"»-~v.=

PLACE SETTI..EMENT • \_ GEOTEXTILE FABRIC

PlATE ON TOP OF (BE:NCATH BREAKWATERS, SEE

GEOTEXTILE LAYER SHEE:T OOC-011, NOTE 7)

ELEVATION (BREAKWATERS)

NOTE: PIPE SHAU. BE PWMB UPON COMPLETION

OF PlACEMENT OF SURROUNDING CRR.

DETAIL- SffiLEMENT PLATE ~°ifii8' SCALE: NOT TO SCALE ODC-oJ OOC-oB

:- l"' : : No. 34752 :

~ * ~ PROFESSIONAL j * E

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3.<0- Jv

ALABAMA SWIFT

TRACTLNING

SHORELINE PROJECT

NOTES

1, ALL WARNING SJGN FACES 51-W.l BE

ORIENTED TO FACE PREDOMINANT

APPROACH DIREC'TION Of ONCOMING BOAT lRAfFlC, ADDmONAL REQUIREMENTS REGARDING

WARNING SIGNS.

J. POST SHAU. BE PUSHED INTO TH£ SOIL

ANO ONLY DRIVEN ANO/OR HAAIMERED AS

NEEDED. POSTS SHALL NOT BE INSTAl.l..ED

,4, MARINE SIGNAL umT Sl-W.L MEEr

REQUIREMENTS or .33 CFR roR Cl.ASS "C~

STRUCTIJRES AND HAVE, /IS MINIMUM, THE

f'Oll.OWING PROPERTIES:

RANGE: 1 NAUTICAL MILE

LENSE: ClfAR

SLOW F\.ASH: 2.5 SEC

ELECTRICAL. RATING: 12V, 0.25A

SOLAR MODULE: 10W

I rHls DRiw1NG PRINTED HALF SIZE I

SECTIONS AND DETAILS 2

FILENAME I OOC-10."-tJ

SCALE All SHOWN /

OOC·10

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