Amend 001 W912HY20B0015.pdf

W45VAK00220076

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 specifications for Invitation for Bid number W912HY20B0015 are hereby amended. The Bid Opening date is extended to 28 May 2020 at 2:00 PM CST. Please see the follow ing pages for further details of the amendment:

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

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 W912HY20B0015

X 9B. DATED (SEE ITEM 11)

17-Apr-2020

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 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

18-May-2020

CODE

USAED, GALVESTON

US ARMY CORPS OF ENGINEERS

CONTRACTING DIVISION

2000 FORT POINT ROAD

GALVESTON TX 77550-1229

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

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912HY20B0015

A0001-2

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

1. The specifications for Solicitation No. W912HY20B0015, TEXAS CITY SHIP CHANNEL, TEXAS MAIN CHANNEL AND TURNING BASIN GALVESTON COUNTY, TEXAS, are hereby amended as follows:

*THE BID DUE DATE IS HEREBY RESCHEDULED FOR 28 May 2020 AT 2:00 P.M. LOCAL

TIME.

a) Specifications.

(1) SECTION 00 11 00.00 45, BID SCHEDULE – The enclosed SECTION 00 11 00.00 45 entitled BID SCHEDULE supersedes that issued with this Solicitation.

(2) SECTION 35 20 23.16 451, QUANTITY SUMMARY TABLE – The enclosed SECTION 35 20 23.16 451entitled QUANTITY SUMMARY TABLE supersedes that issued with this Solicitation.

b) Drawings.

(1) DRAWINGS NO. C-301 and G-002 - The enclosed Drawings No. C-301 and G-002, supersedes that issued with this Solicitation.

2. This amendment shall be attached to and become a part of the solicitation.

04 Encls:

1. SECTION 00 11 00.00 45, BID SCHEDULE

2. SECTION 35 20 23.16 451, QUANTITY SUMMARY TABLE

3. DRAWING NO. C-301

4. DRAWING NO. G-002

SWG FILE NO.: GALV 308-389 SOLICITATION NO.: W912HY20B0015

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 11 00.00 45

BID SCHEDULE AMENDMENT NO. 001

PART 1 GENERAL

1.1 BID SCHEDULE

1.1.1 Schedule No. 1 AM#1

1.1.2 Option

1.2 EVALUATION OF OPTIONS (July 1990) (FAR 52.217-5)

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DOCUMENT 00 11 00.00 45 Page 2

SECTION 00 11 00.00 45

BID SCHEDULE

AMENDMENT NO. 001

PART 1 GENERAL

1.1 BID SCHEDULE

(TO BE ATTACHED TO STANDARD FORM 1442)

1.1.1 Schedule No. 1 AM#1

Item No.

Description Estimated Quantity

Unit Unit Price Estimated Amount

SCHEDULE NO. 1

0001 Mobilization and Demobilization 1 JOB SUM $___________

0002 Dredging - Texas City Main Channel Sections 1-4

637,000 C.Y. $_________ $___________

0003 Dredging - Texas City Main Channel Sections 5-7

182,000 C.Y. $_________ $___________

TOTAL SCHEDULE NO. 1 $___________

NOTE: Completion time stated in SECTION 00 73 00.01 45 SPECIAL CONTRACT REQUIREMENTS, STANDARD is for Schedule No. 1 work.

DOCUMENT 00 11 00.00 45 Page 3

BID SCHEDULE (CONT'D)

(TO BE ATTACHED TO STANDARD FORM 1442)

1.1.2 Option

Item No.

Description Estimated Quantity

Unit Unit Price Estimated Amount

OPTION

0004 Dredging - Texas City Turning Basin Section 8

227,000 C.Y. $_________ $___________

TOTAL OPTION $___________

TOTAL SCHEDULE NO. 1 AND OPTION $___________

NOTE FOR OPTI ON: The Gover nment may exer ci se t hi s Opt i on by wr i t t en not i ce t o t he Cont r act or pr i or t o compl et i on of al l aut hor i zed wor k. An addi t i onal t i me of 18 cal endar days wi l l be added t o t hi s Cont r act f or compl et i on of t hi s Opt i on.

DOCUMENT 00 11 00.00 45 Page 4

BID SCHEDULE (CONT'D)

(TO BE ATTACHED TO STANDARD FORM 1442)

1.2 EVALUATION OF OPTIONS (July 1990) (FAR 52.217-5)

Except when it is determined in accordance with FAR 17.206(b) not to be in the Government's best interests, the Government will evaluate offers for award purposes by adding the total price for all options to the total price for the basic requirement. Evaluation of options will not obligate the Government to exercise the option(s).

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DOCUMENT 00 11 00.00 45 Page 6

SWG FILE NO.: GALV 308-389 SOLICITATION NO.:W912HY20B0015

Required Depth

(CY)

Allowable Overdepth (CY) Total Estimated (CY)

1 6+000 10+000 4,000 32,000 27,000 59,000 SPPA 3,4,5

2 10+000 15+000 5,000 138,000 141,000 279,000 SPPA 3,4,5

3 15+000 20+000 5,000 76,000 91,000 167,000 SPPA 3,4,5

4 20+000 25+000 5,000 46,000 86,000 132,000 SPPA 3,4,5

5 25+000 30+000 5,000 18,000 61,000 79,000 SPPA 2

6 30+000 35+000 5,000 22,000 54,000 76,000 SPPA 2

7 35+000 36+200 1,200 22,000 5,000 27,000 SPPA 2

30,200 354,000 465,000 819,000

8 00+00 42+86 4286 75,000 152000 227000 SPPA 2

4,286 75,000 152000 227,000

34,486 429,000 617,000 1,046,000

APPENDIX 1

QUANTITY SUMMARY TABLE

SECTIONS

SUBTOTAL, SCHEDULE NO. 1

QUANTITIES

TEXAS CITY MAIN CHANNEL - SCHEDULE NO. 1

TEXAS CITY TURNING BASIN - OPTION

Section No. From Station

To Station

Length of Station (Feet)

The term “Required Depth” is synonymous with the term “Prescribed Depth” and “Required Dredging Prism” used elsewhere in the specifications.

Placement Area Distribution

SUBTOTAL, OPTION NO. 1

Includes anticipated shoaling.

TOTAL SCHEDULE NO. 1 AND OPTION NO. 1

Section 35 20 23.16 45 - APPENDIX 1 - QUANTITY SUMMARY TABLE - Page A-1

TO ACCOMPANY AMENDMENT 001 TO SOLICITATION NO.: W912HY20B0015

of Engineers U.S. Army Corps

Galveston District

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200'200'

200'200'

48' REQ'D DEPTH

2' ALLOWABLE DEPTH

SURVEYED NOVEMBER 2019

48' REQ'D DEPTH

2' ALLOWABLE DEPTH

C/L C/L

STA. 13+600

(1) - 24" X 70 MILE CRUDE OIL

SUBMERGED PIPELINE

EASTERLY LIMIT

OF DREDGING

SURVEYED MAY 2020

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SOLICITATION NO. W912HY19B00015.

AMENDMENT NO. 0001 TO

THIS DRAWING ACCOMPANIES

of Engineers U.S. Army Corps

Galveston District

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BOTTOM LIMITS OF CHANNEL

... TO BE DREDGED

CHANNEL STATIONING & CENTERLINE

LOCATION OF CROSS SECTION

DREDGE PIPELINE ROUTE

EXISTING DIKE

WEIR SPILLWAY

DROP OUTLET STRUCTURE

TIDE STAFF

EXIST. DIKE TO REPAIR

EXIST. DIKE BY OTHERS

MOUND

COMBO

REDGREEN

DISCHARGE CORRIDOR

C .S

(SOME ELEMENTS SHOWN BELOW MAY NOT BE IN THIS PROJECT)

LOCATION OF PERMIT/PIPELINE CROSSING

NEW DIKE TO BE BUILT

TO BE USED

PLACEMENT AREA

OR OCEAN DREDGED MATERIAL DISPOSAL SITE (ODMDS)

PLACEMENT AREA (UNCONFINED PLACEMENT)

LIMITS OF OPEN WATER

HORIZONTAL CONTROL POINT

CHANNEL MARKER BEACON:

LIGHT BEACON

RANGE TOWER AND RANGE

SOIL BORING LOCATION CONE PENETROMETER (CPT) LOCATION

LIMITS OF RIPRAP

PLAN LEGEND

GENERAL NOTES

FOR ACCURACY.

NEED TO BE VERIFIED FREQUENTLY AGAINST THE PHYSICAL TIDE STAFFS

TIME TIDE READINGS USE PHYSICAL TIDE STAFFS. AUTO GAUGE READINGS

PRELIMINARY (FT) ONLY. AUTO GAUGE TIDES HAVE A DELAY. FOR REAL

DATUM. CLICK EITHER PLOT OR DATA ONLY UNDER UPDATE. UTILIZE

FROM AND TO DATE, STANDARD UNITS, LST/LSD TIME ZONE, AND MLLW

CLICK MORE DATA PULL DOWN MENU AND SELECT WATER LEVELS. SELECT

THE APPROPRIATE STATION ID CAN BE SEARCHED IN SEARCH WINDOW.

https://tidesandcurrents.noaa.gov/map/index.shtml?region=Texas

CURRENTS WEBSITE.

9. AUTO GAUGE TIDE STAFF DATA CAN BE LOCATED ON NOAA TIDE AND

ARE CONCEPTUAL.

8. THE TYPICAL SECTIONS PROVIDED ARE FOR INFORMATION ONLY. THEY

SURROUNDING LEVEE ELEVATION.

DREDGED MATERIAL NOT NEAR THE WIERS SHOULD NOT EXCEED

MINIMIZE BUILD UP OF DEPOSITED DREDGED MATERIAL. DEPOSITED

FT. FROM LEVEE. THE WIERS SHOULD BE MAINTAINED AS NECESSARY TO

7. DISCHARGE CORRIDORS IN PLACEMENT AREAS MUST BE A MINIMUM OF 100

6. NO REFERENCE LINE WILL BE ESTABLISHED BY THE GOVERNMENT.

SPECIFICATIONS.

OBSTRUCTIONS IN THE WORK AREA, AS DESCRIBED IN THE

MOVED. SITE VISIT SHOULD BE MADE TO VERIFY ANY CURRENT

OF THE TIME OF THE WORK, AS THOSE OBSTRUCTIONS MAY HAVE BEEN

OBSTRUCTIONS VISIBLE IN THE IMAGES MAY NOT BE IN THAT LOCATION AS

PROGRAM (NAIP), DATED 2016, UNLESS OTHERWISE NOTED.

5. AERIAL IMAGERY SOURCED FROM THE NATIONAL AGRICULTURE IMAGERY

SLOPES.

4. ALL CHANNEL END SLOPES SHALL BE EQUAL TO ADJACENT CHANNEL SIDE

BE FURNISHED TO THE CONTRACTOR UPON REQUEST IN WRITING.

3. ADDITIONAL CONTROL POINTS AND ALIGNMENT DATA (IF AVAILABLE) WILL

PLANE, NAD83, TEXAS SOUTH-CENTRAL ZONE, U.S. SURVEY FEET.

2. HORIZONTAL DATUM AND DISTANCES ARE REFERENCED TO TEXAS STATE

(MLLW).

1. ELEVATIONS ARE REFERENCED TO MEAN LOWER LOW WATER DATUM

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SOLICITATION NO. W912HY19B00015.

AMENDMENT NO. 0001 TO

THIS DRAWING ACCOMPANIES

1.2 EVALUATION OF OPTIONS July 1990 FAR 52.217-5