Amendment_0001.pdf

W45VAK90460973

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: See revised sheet C 501 INSET - TYPICAL #2 EROSION PROTECTION DETAILS with reference to blanket stone thickness shown on the pages following:

THE BID OPENING DATE REMAINS ON 8 JULY 2019 AT 2PM LOCAL TIME.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 1

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

16C. DATE SIGNED

BY

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 W912HY19B0009

X 9B. DATED (SEE ITEM 11)

07-Jun-2019

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 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

01-Jul-2019

CODE

US ARMY CORPS OF ENGINEERS

2000 POINT FORT ROAD

P.O. BOX 1229

GALVESTON TX 77553-1229

W912HY 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

of Engineers U.S. Army Corps

Galveston District

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W912HY19B0009

SOLICITATION NO.:

NUECES 803-354SWG FILE NO.

C-501

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R e s id e n t E n g in e e r, C

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BACKFILL

SATISFACTORY

EXCAVATION

BLANKET STONE

RIPRAP

CL

0 20 40 60 80 100 120 140 160 180 200 220-20-40-60-80-100-120-140-160-180-200-220-240-260-280

<-- OUTSIDE - INSIDE --->

3 1

CL

BACKFILL

COHESIVE MATERIAL

TURF LIMITS

STRIPPING AND FOUNDATION PREPARATION

0-20-40-60-80-100-120-140-160-180 0 20 40 60 80 100 120 140 160

EL. 0.0'W.S.

CL

<-- OUTSIDE - INSIDE --->

EXCAVATION

STRIPPING AND FOUNDATION PREPARATION

TURF LIMITS

EXISTING GROUND

EL. 40'

EL. 35'

EL. 35'

EL. 40'

-10

-20

-10

-20

0-20-40-60-80-100 0 20 40 60 80 100 120 140 160

GROUND

EXISTING

80 80

-10

-20 -100-120-140 -90-110-130

-10

-20

1%1

LEGEND

3. TBD

CROSS SECTIONS.

2. PERIMETER CONTAINMET DIKE RAISE SHALL BE AS SHOWN ON THE

99+00

1. RIPRAP TOE EROSION PROTECTION SHALL BE STA. 65+00 TO STA.

NOTES:

EL. 37'

STRIPPING AND FOUNDATION PREPARATION

TO STA. 3+50

STA. 99+25 TO STA. 103+16.87=0+00

APPROXIMATE LOCATION

EXISTING EFFLUENT DITCH

TYPICAL TRAINING DIKE - STA. 7+50-A TO 7+25-A

-120-140

T Y

P

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A L S

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15' 30'

30' BERM

15'

15'

GEOTEXTILES

STRIPPING

INSET - TYPICAL #2 EROSION PROTECTION DETAILS

-150-160-170-180-190-200-210

-200-220-240

-300-320-340

WITH TYPICAL EROSION PROTECTION

TYPICAL #2 PERIMETER DIKE STA. 64+15.50 TO 95+53.70

TYPICAL #1 DIKE STA. 0+00 TO STA. 63+15.50 AND 95+63.70 TO STA. 100+56.40=0+00

50' MIN. BERM

M A

X

BORROW AREA

ALLOWABLE

BORROW AREA

ALLOWABLE

M A

X

50' MIN. BERM

1%

30'

30'

50' MIN. BERM

M A

X .1

30'

BORROW AREA

ALLOWABLE

UNCOMPACTED SEMI-COMPACTED

EL. -2'

EL. +3'

EL. +7'

EL. +15' 1

15' GEOTEXTILE

7.5'

9'

32'

PROTECTION ALIGNMENT TABLE ON G-102

DISTANCE VARIES, SEE EROSION

THIS BASELINE

LENGTH BASED ALONG

EROSION PROTECTION

1% WHERE DIKE TURNS AWAY

DIKE SLOPE 1:4, TRANSITIONS TO

EXCAVATION

GROUND

EXISTING

GEOTEXTILE

SEMI-COMPACTED

BACKFILL

COHESIVE

BLANKET STONE

RIPRAP

WATER SURFACE ELEVATION.

GRANULAR MATERIAL BELOW

SEMI-COMPACTED MATERIAL. USE

BACKFILL WITH SATISFACTORY

FOR BORROW.

TOWARDS NEW DROP OUTLET STRUCTURE. MATERIAL MAY BE USED

ELEVATION, MAXIMUM EXCAVATION TO EL. +18', SLOPE TO DRAIN

DIKE, EXCAVATE EXISTING DIKE DOWN TO EXISTING GROUND

BETWEEN STA. 7+50 AND INTERSECTION WITH NORTH CONTAINMENT

PROTECTION DETAILS

SEE INSET FOR EROSION

SEMI-COMPACTED

NEW CONTAINMENT DIKE

UNCOMPACTED

NEW INTERIOR BERM

GROUND

EXISTING

DIKE RAISE

CONTAINMENT

SEMI-COMPACTED

NEW INTERIOR BERM

UNCOMPACTED

GROUND

EXISTING

UNCOMPACTED

DIKE RAISE

TRAINING

EXISTING GROUND

THIS BASELINE

LENGTH BASED ALONG

EROSION PROTECTION

1/

B S

H A

D D

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SOLICITATION NO. W912HY19B0009.

AMENDMENT NO. 0001 TO

THIS DRAWING ACCOMPANIES