B3_AMEND-0007_W9126G18B0019.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

The purpose of this amendment is shown on the pages that follow. See page 2.

BID OPENING DATE REMAINS ON 22 JUN 2018 @ 10:00 A.M. LOCAL TIME.

1. CONTRACT ID CODE PAGE OF PAGES

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 W9126G18B0019

X 9B. DATED (SEE ITEM 11)

18-May-2018

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, 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

19-Jun-2018

CODE

US ARMY CORPS OF ENGINEERS FORT WORTH

2000 FORT POINT ROAD

GALVESTON TX 77550-1229

W9126G 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

X

M3ODXMAN

Text Box

W9126G18B0019

A0007-2

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

1. THE SPECIFICATIONS FOR SOLICITATION NO. W9126G18B0019, WEST FORK SAN

JACINTO RIVER IN HARRIS COUNTY, TEXAS, EMERGENCY DEBRIS REMOVAL, ARE

HEREBY AMENDED AS FOLLOWS:

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 45, PIPELINE DREDGING, APPENDIX 1, QUANTITY SUMMARY

TABLE – The enclosed SECTION 35 20 23.16 45, entitled PIPELINE DREDGING, APPENDIX 1, QUANTITY SUMMARY TABLE, supersedes that issued with this Solicitation.

b) Drawings.

(1) DRAWING NO. G-002 – The enclosed Drawing No. G-002 supersedes that issued with this Solicitation.

(2) DRAWING NO. C-316 - The enclosed Drawing No. C-316 is in addition to that issued with this Solicitation.

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

3 Encls:

1. SECTION 00 11 00.00 45, BID SCHEDULE

2. SECTION 35 20 23.16 45, PIPELINE DREDGING, APPENDIX 1, QUANTITY SUMMARY

TABLE

3. DRAWING NOS. G-002 AND C-316

SWG FILE NO.: HSC 404-19 SOLICITATION NO. W912G18B0019

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 11 00.00 45

BID SCHEDULE

PART 1 GENERAL

1.1 BID SCHEDULE

1.1.1 Schedule No. 1

-- End of Section Table of Contents --

DOCUMENT 00 11 00.00 45 Page 1

(TO ACCOMPANY AMENDMENT NO. 0007 TO SOLICITATION NO.:W9126G18B0019)

SWG FILE NO.: HSC 404-19 SOLICITATION NO. W912G18B0019

SECTION 00 11 00.00 45

BID SCHEDULE

AMENDMENT NO. 0007

PART 1 GENERAL

1.1 BID SCHEDULE

(TO BE ATTACHED TO STANDARD FORM 1442)

1.1.1 Schedule No. 1

Item No.

Description Estimated Quantity

Unit Unit Price Estimated Amount

SCHEDULE NO. 1

0001 Mobilization and Demobilization

1 JOB SUM $___________

0002 Dredging of Sediment Debris

- West Fork San Jacinto River

1,920,700 C.Y. $_________ $___________

0003 General Debris Removal 400 TON $_________ $___________

0004 Pipeline Management 1 JOB SUM $___________

0005 Pre-dredge Hazard Survey 1 JOB SUM $___________

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.

Contractor that only uses mechanical dredging: place $0 under estimated amount for pipeline management.

-- End of Document --

DOCUMENT 00 11 00.00 45 Page 2

(TO ACCOMPANY AMENDMENT NO. 0007 TO SOLICITATION NO.:W9126G18B0019)

SWG FILE NO.:HSC 404-19 SOLICITATION NO.:W9126G18B0019

Section No.

From Station

To Station

Length of Station (Feet)

Required Depth

(CY) ^1000

Allowable Overdepth

(CY) ^100

Total Estimated

(CY)

1 552+00.00 562+00.00 1,000 94,000 14,900 108,900 2 562+00.00 572+00.00 1,000 169,000 15,600 184,600 3 572+00.00 597+00.00 2,500 279,000 28,100 307,100 4 597+00.00 637+50.00 4,050 239,000 47,400 286,400 5 637+50.00 655+50.00 1,800 283,000 24,500 307,500 6 655+50.00 669+50.00 1,400 333,000 27,100 360,100 7 669+50.00 694+00.00 2,450 298,000 38,800 336,800

8 2+00.00 7+00.00 500 27,000 2,300 29,300 14,700 1,722,000 198,700 1,920,700

APPENDIX 1 - QUANTITY SUMMARY TABLE

SECTIONS

SAN JACINTO RIVER, WEST FORK - SCHEDULE NO. 1

TOTAL, SCHEDULE NO. 1

QUANTITIES

BOAT RAMP ACCESS CHANNEL - SCHEDULE NO. 1

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

Includes anticipated shoaling.

Placement Area

Distribution

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

(TO ACCOMPANY AMENDMENT NO. 0007 TO SOLICITATION NO. W9126G18B0019)

SHEET

# of 28

DWG.

NO. TITLE

GENERAL

1 G-001 COVER SHEET

2 G-002 LOCATION PLAN AND INDEX OF DRAWINGS

3 G-003 LEGEND, GENERAL NOTES, ALIGNMENT AND CONTROL TABLES

CIVIL-SITE

4 C-001 PROJECT PLAN SAN JACINTO RIVER, WEST FORK

5 C-101 PLAN STA. 640+00 TO STA. 693+00

6 C-102 PLAN STA. 590+00 TO STA. 640+00

7 C-103 PLAN STA. 552+00 TO STA. 590+00

8 C-104 PLAN PLACEMENT AREA NO. 1

9 C-105 PLAN PLACEMENT AREA NO. 2

10 C-201 PLAN AND PROFILE STA. 552+00 TO STA. 694+00

11 C-301 CROSS SECTIONS STA. 552+00 TO STA. 562+00

12 C-302 CROSS SECTIONS STA. 564+00 TO STA. 574+00

13 C-303 CROSS SECTIONS STA. 576+00 TO STA. 586+00

14 C-304 CROSS SECTIONS STA. 588+00 TO STA. 598+00

15 C-305 CROSS SECTIONS STA. 600+00 TO STA. 610+00

16 C-306 CROSS SECTIONS STA. 612+00 TO STA. 622+00

17 C-307 CROSS SECTIONS STA. 624+00 TO STA. 634+00

18 C-308 CROSS SECTIONS STA. 636+00 TO STA. 646+00

19 C-309 CROSS SECTIONS STA. 648+00 TO STA. 658+00

20 C-310 CROSS SECTIONS STA. 660+00 TO STA. 664+00

21 C-311 CROSS SECTIONS STA. 666+00 TO STA. 670+00

22 C-312 CROSS SECTIONS STA. 672+00 TO STA. 682+00

23 C-313 CROSS SECTIONS STA. 684+00 TO STA. 694+00

24 C-314 CROSS SECTIONS PLACEMENT AREA NO. 1 STA. 1+00 TO STA. 6+00

25 C-315 CROSS SECTIONS PLACEMENT AREA NO. 1 STA. 7+00 TO STA. 12+00

26 C-316 PLAN AND CROSS SECTIONS BOAT RAMP ACCESS CHANNEL

STA. 2+00 TO STA. 7+00

27 C-801 PLAN APPROXIMATE LOCATION OF UNDERGROUND GAS PIPELINE

28 C-901 PROJECT PHOTOS

28 28 -- Total Number of Drawings

INDEX OF DRAWINGS

CURVE NO. POINT STATION NORTHING EASTING RADIUS LENGTH DELTA DIRECTION

POB 0+00.00 13,939,844.548 3,169,106.545

POE 7+76.18 13,940,546.240 3,168,774.766

CHANNEL HORIZONTAL ALIGNMENT DATA

HORIZONTAL DATUM: TEXAS SOUTH-CENTRAL ZONE, NAD83, U.S. SURVEY FEET

BOAT RAMP ACCESS CHANNEL