Amend-0002-W912HY21B0001.pdf

W45VAK01292342 014340

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

Unrestricted Procurement for Corpus Christi Ship Channel, Texas, Upper Bay Reach in Nueces County, Texas, Channel Improvement Project is hereby amended as follows:

Continued on Page 2.

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 W912HY21B0001

X 9B. DATED (SEE ITEM 11)

16-Jun-2021

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

30-Jun-2021

CODE

US ARMY CORPS OF ENGINEERS

2000 FORT POINT 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:

W912HY21B0001

A0002-2

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

1. The plans and specifications for Solicitation No. W912HY21B0001, CORPUS CHRISTI SHIP

CHANNEL, TEXAS UPPER BAY REACH CHANNEL IMPROVEMENT PROJECT in NUECES

County, Texas, PROJECT FOR WHICH BIDS ARE DUE ON 20 JULY 2021 AT 2:00 P.M. CDT 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, APPENDIX 1 - QUANTITY SUMMARY TABLE– The enclosed

SECTION 35 20 23.16 45 entitled APPENDIX 1 - QUANTITY SUMMARY TABLE supersedes that issued with this Solicitation.

b) Drawings.

(1) DRAWINGS (29) - The enclosed drawings no. C3-102, C3-301 through C3-325, C3-501, S3-

101, and S3-104, supersedes 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, APPENDIX 1 - QUANTITY SUMMARY TABLE

3. 29 DRAWINGS, NO. C3-102, C3-301 THROUGH C3-325, C3-501, S3-101, AND S3-104

SWG FILE NO.: CCSC 803-360 SOLICITATION NO.: W912HY21B0001

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

1.1.2 Option No. 1

1.1.3 Option No. 2

1.1.4 Option No. 3

1.1.5 Option No. 4

1.1.6 Option No. 5

1.1.7 Option No. 6

1.1.8 Option No. 7

1.1.9 Option No. 8

1.1.10 Option No. 9

1.1.11 Option No. 10

1.1.12 Option No. 11

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

-- End of Section Table of Contents --

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DOCUMENT 00 11 00.00 45 Page 2

SECTION 00 11 00.00 45

BID SCHEDULE

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 - Dredging Equipment

1 JOB SUM $___________

0002 Pre-Dredging Hazard Survey 1 JOB SUM $___________

0003 Dredging Pipeline Management 1 JOB SUM $___________

0004 Dredging - Maintenance, Current Authorized -47Ft Channel Template (Sections No. 1 thru 22, Section No. 4A, and Section No. 22A)

1,600,510 CY $_________ $___________

0005 Dredging - New Work, New Work Authorized -54Ft Channel Template (Sections No. 1 thru 22 and 4A)

11,727,330 CY $_________ $___________

0006 Dredging - Barge Lanes - Green Side, New Work (Section No. 30 thru 38)

679,360

CY $_________ $_________

0007 Dredging - Barge Lanes - Red Side, New Work (Section No. 39 thru 49)

382,810 CY $_________ $_________

0008 Pipeline Profile 5 Ea

DOCUMENT 00 11 00.00 45 Page 3

Item No.

Description Estimated Quantity Unit Unit Price Estimated Amount

SCHEDULE NO. 1

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 4

BID SCHEDULE (CONT'D)

(TO BE ATTACHED TO STANDARD FORM 1442)

1.1.2 Option No. 1

Item No.

Description Estimated Quantity Unit Unit Price Estimated Amount

OPTION NO. 1

0009 Dredging Pipeline Management 1 JOB SUM $___________

0010 Dredging - New Work, New Work Authorized -54Ft Channel Template (Section No. 4B)

257,690

CY $_________ $___________

TOTAL OPTION NO. 1 $___________

TOTAL SCHEDULE NO. 1 AND OPTION NO. 1 $___________

NOTE FOR OPTI ON NO. 1: The Gover nment may exer ci se Opt i on No. 1 by wr i t t en not i ce t o t he Cont r act or no l at er t han 60 days pr i or t o t he compl et i on of al l ot her dr edgi ng wor k. Addi t i onal t i me of 12 cal endar days wi l l be added t o t hi s Cont r act f or compl et i on of Opt i on No. 1.

DOCUMENT 00 11 00.00 45 Page 5

(TO BE ATTACHED TO STANDARD FORM 1442)

1.1.3 Option No. 2

Item No. Description Estimated Quantity

Unit Unit Price Estimated Amount

OPTION NO. 2

0011 Dredging Pipeline Management 1 JOB SUM $___________

0012 Dredging - New Work, New Work Authorized -54Ft Channel Template (Section No. 22B)

100,640 CY $_________ $___________

TOTAL OPTION NO. 2 $___________

TOTAL SCHEDULE NO. 1 AND OPTIONS NO. 1 AND 2 $___________

NOTE FOR OPTI ON NO. 2: The Gover nment may exer ci se Opt i on No. 2 by wr i t t en not i ce t o t he Cont r act or no l at er t han 60 days pr i or t o t he compl et i on of al l ot her dr edgi ng wor k. Addi t i onal t i me of 7 cal endar days wi l l be added t o t hi s Cont r act f or compl et i on of Opt i on No. 2.

DOCUMENT 00 11 00.00 45 Page 6

(TO BE ATTACHED TO STANDARD FORM 1442)

1.1.4 Option No. 3

Item No.

Description Estimated Quantity

Unit Unit Price Estimated Amount

OPTION NO. 3

0013 Dredging Pipeline Management 1 JOB SUM $___________

0014 Dredging - Maintenance, Current Authorized -47Ft Channel Template (Sections No. 23 thru 27, Section No. 26A, Section No. 26B, and Section No. 27A)

45,990

CY $_________ $___________

0015 Dredging - New Work, New Work Authorized -54Ft Channel Template (Sections No. 23 thru 27)

2,107,170

CY $_________ $___________

0016 Dredge Standby (Section 23 thru 27) 50 HR $_________ $___________

TOTAL OPTION NO. 3 $___________

TOTAL SCHEDULE NO. 1 AND OPTIONS NO. 1,2, AND 3 $___________

NOTE FOR OPTI ON NO. 3: The Gover nment may exer ci se Opt i on No. 3 by wr i t t en not i ce t o t he Cont r act or no l at er t han 60 days pr i or t o t he compl et i on of al l ot her dr edgi ng wor k. Addi t i onal t i me of 80 cal endar days wi l l be added t o t hi s Cont r act f or compl et i on of Opt i on No. 3. Thi s addi t i onal t i me wi l l not ext end t he al l owed cal endar days f or compl et i on of Schedul e No. 1 i ndi cat ed i n SECTI ON 00 73 00. 01 45 SPECI AL CONTRACT

REQUI REMENTS, STANDARD.

DOCUMENT 00 11 00.00 45 Page 7

(TO BE ATTACHED TO STANDARD FORM 1442)

1.1.5 Option No. 4

Item No.

Description Estimated Quantity

Unit Unit Price Estimated Amount

OPTION NO. 4

0017 Dredging Pipeline Management 1 JOB SUM $___________

0018 Dredging - New Work, New Work Authorized -54Ft Channel Template (Section No. 26C)

104,870 CY $_________ $___________

TOTAL OPTION NO. 4 $___________

TOTAL SCHEDULE NO. 1 AND OPTIONS NO. 1,2,3, AND 4 $___________

NOTE FOR OPTI ON NO. 4: The Gover nment may exer ci se Opt i on No. 4 by wr i t t en not i ce t o t he Cont r act or no l at er t han 60 days pr i or t o t he compl et i on of al l ot her dr edgi ng wor k. Addi t i onal t i me of 6 cal endar days wi l l be added t o t hi s Cont r act f or compl et i on of Opt i on No. 4. Thi s addi t i onal t i me wi l l not ext end t he al l owed cal endar days f or compl et i on of Schedul e No. 1 i ndi cat ed i n SECTI ON 00 73 00. 01 45 SPECI AL CONTRACT

REQUI REMENTS, STANDARD.

DOCUMENT 00 11 00.00 45 Page 8

(TO BE ATTACHED TO STANDARD FORM 1442)

1.1.6 Option No. 5

Item No.

Description Estimated Quantity

Unit Unit Price Estimated Amount

OPTION NO. 5

0019 Dredging Pipeline Management 1 JOB SUM $___________

0020 Dredging - New Work, New Work Authorized -54Ft Channel Template (Section No. 26D)

83,560

CY $_________ $___________

TOTAL OPTION NO. 5 $___________

TOTAL SCHEDULE NO. 1 AND OPTIONS NO. 1,2,3,4, AND 5 $___________

NOTE FOR OPTI ON NO. 5: The Gover nment may exer ci se Opt i on No. 5 by wr i t t en not i ce t o t he Cont r act or no l at er t han 60 days pr i or t o t he compl et i on of al l ot her dr edgi ng wor k. Addi t i onal t i me of 6 cal endar days wi l l be added t o t hi s Cont r act f or compl et i on of Opt i on No. 7. Thi s addi t i onal t i me wi l l not ext end t he al l owed cal endar days f or compl et i on of Schedul e No. 1 i ndi cat ed i n SECTI ON 00 73 00. 01 45 SPECI AL CONTRACT

REQUI REMENTS, STANDARD.

DOCUMENT 00 11 00.00 45 Page 9

(TO BE ATTACHED TO STANDARD FORM 1442)

1.1.7 Option No. 6

Item No.

Description Estimated Quantity

Unit Unit Price Estimated Amount

OPTION NO. 6

0021 Dredging Pipeline Management 1 JOB SUM $___________

0022 Dredging - New Work, New Work Authorized -54Ft Channel Template (Section No. 27B)

62,920 CY $_________ $___________

TOTAL OPTION NO. 6 $___________

TOTAL SCHEDULE NO. 1 AND OPTIONS NO. 1,2,3,4,5, AND 6 $___________

NOTE FOR OPTI ON NO. 6: The Gover nment may exer ci se Opt i on No. 6 by wr i t t en not i ce t o t he Cont r act or no l at er t han 60 days pr i or t o t he compl et i on of al l ot her dr edgi ng wor k. Addi t i onal t i me of 6 cal endar days wi l l be added t o t hi s Cont r act f or compl et i on of Opt i on No. 6. Thi s addi t i onal t i me wi l l not ext end t he al l owed cal endar days f or compl et i on of Schedul e No. 1 i ndi cat ed i n SECTI ON 00 73 00. 01 45 SPECI AL CONTRACT

REQUI REMENTS, STANDARD.

DOCUMENT 00 11 00.00 45 Page 10

(TO BE ATTACHED TO STANDARD FORM 1442)

1.1.8 Option No. 7

Item No.

Description Estimated Quantity

Unit Unit Price Estimated Amount

OPTION NO. 7

0023 Dredging Pipeline Management 1 JOB SUM $___________

0024 Dredging - Maintenance, Current Authorized -47Ft Channel Template (Sections No. 28 and 29)

75,130 CY $_________ $___________

0025 Dredging - New Work, New Work Authorized -54Ft Channel Template (Sections No. 28 and 29)

1,236,850 CY $_________ $___________

0026 Dredge Standby (Section 28 and 29) 50 HR $_________ $___________

TOTAL OPTION NO. 7 $___________

TOTAL SCHEDULE NO. 1 AND OPTIONS NO. 1,2,3,4,5,6, AND 7 $___________

NOTE FOR OPTI ON NO. 7: The Gover nment may exer ci se Opt i on No. 7 by wr i t t en not i ce t o t he Cont r act or no l at er t han 60 days pr i or t o t he compl et i on of al l ot her dr edgi ng wor k. Addi t i onal t i me of 47 cal endar days wi l l be added t o t hi s Cont r act f or compl et i on of Opt i on No. 7. Thi s addi t i onal t i me wi l l not ext end t he al l owed cal endar days f or compl et i on of Schedul e No. 1 i ndi cat ed i n SECTI ON 00 73 00. 01 45 SPECI AL CONTRACT REQUI REMENTS, STANDARD or t he al l owed cal endar days f or compl et i on of any ot her dr egdi ng opt i on above t hat has been exer ci sed.

DOCUMENT 00 11 00.00 45 Page 11

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1.1.9 Option No. 8

Item No.

Description Estimated Quantity

Unit Unit Price Estimated Amount

OPTION NO. 8

0027 Mobilization and Demobilization PA 1-2 1 JOB SUM $___________

0028 Mobilization and Demobilization PA 3A 1 JOB SUM $___________

0029 Final As-Built Drawings PA 1-2 1 JOB SUM $___________

0030 Final As-Built Drawings PA 3A 1 JOB SUM $___________

0031 PA 1-2 Existing Drop-Outlet Structure Modification

1 JOB SUM $___________

0032 PA 3A Existing Drop-Outlet Structure Modification

1 JOB SUM $___________

0033 PA 1-2 Training Dike Weirs 1 JOB SUM $___________

0034 PA 1-2 Turfing

1 JOB SUM $___________

0035 PA 3A Turfing

1 JOB SUM $___________

0036 Stripping at PA 1-2

1 JOB SUM $___________

0037 Stripping at PA 3A

1 JOB SUM $___________

0038 PA 1-2 Site Management

1 JOB SUM $___________

DOCUMENT 00 11 00.00 45 Page 12

Item No.

Description Estimated Quantity

Unit Unit Price Estimated Amount

OPTION NO. 8

0039 PA 3A Site Management

1 JOB SUM $___________

0040 PA 1-2 Final Surveys

1 JOB SUM $___________

0041 PA 3A Final Surveys

1 JOB SUM $___________

0042 PA 1-2 Dike Raise

534,878 CY $_________ $___________

0043 PA 3A Dike Raise

376,449 CY $_________ $___________

TOTAL OPTION NO. 8 $___________

TOTAL SCHEDULE NO. 1 AND OPTIONS NO. 1,2,3,4,5,6,7, AND 8 $___________

NOTE FOR OPTI ON NO. 8: The Gover nment may exer ci se Opt i on No. 8 by wr i t t en not i ce t o t he Cont r act or no l at er t han 30 days af t er t he Cont r act or r ecei ves t he Not i ce t o Pr oceed. No addi t i onal t i me wi l l be added t o t hi s cont r act f or compl et i on of Opt i on No. 8.

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1.1.10 Option No. 9

Item No.

Description Estimated Quantity

Unit Unit Price Estimated Amount

OPTION NO. 9

0044 PA 1-2 Additional Turfing 1 JOB SUM $___________

0045 PA 1-2 Additional Stripping 1 JOB SUM $___________

0046 PA 1-2 3 Foot Additional Dike Raise

(PCCA)

365,749 CY $_________ $___________

TOTAL OPTION NO. 9 $___________

TOTAL SCHEDULE NO. 1 AND OPTIONS NO. 1,2,3,4,5,6,7,8, AND 9 $___________

NOTE FOR OPTI ON NO. 9: The Gover nment may exer ci se Opt i on No. 9 by wr i t t en not i ce t o t he Cont r act or no l at er t han 30 days af t er t he Cont r act or r ecei ves t he Not i ce t o Pr oceed. Addi t i onal t i me wi l l be added t o t hi s Cont r act f or compl et i on of Opt i on No. 9 equal t o t he number of days bet ween t i me of Not i ce t o Pr oceed ( NTP) and exer ci s i ng t he Opt i on.

Thi s addi t i onal t i me wi l l not ext end t he al l owed cal endar days f or compl et i on of Schedul e No. 1 i ndi cat ed i n SECTI ON 00 73 00. 01 45 SPECI AL

CONTRACT REQUI REMENTS, STANDARD.

DOCUMENT 00 11 00.00 45 Page 14

(TO BE ATTACHED TO STANDARD FORM 1442)

1.1.11 Option No. 10

Item No.

Description Estimated Quantity

Unit Unit Price Estimated Amount

OPTION NO. 10

0047 PA 1-2 Additional Turfing 1 JOB SUM $___________

0048 PA 1-2 Additional Stripping 1 JOB SUM $___________

0049 PA 1-2 1 Foot Additional Dike Raise (O&M)

138,476 CY $_________ $___________

TOTAL OPTION NO. 10 $___________

TOTAL SCHEDULE NO. 1 AND OPTIONS NO. 1,2,3,4,5,6,7,8,9, AND 10 $___________

NOTE FOR OPTI ON NO. 10: The Gover nment may exer ci se Opt i on No. 10 by wr i t t en not i ce t o t he Cont r act or no l at er t han 30 days af t er t he Cont r act or r ecei ves t he Not i ce t o Pr oceed. Addi t i onal t i me of 98 cal endar days wi l l be added t o t hi s Cont r act f or compl et i on of Opt i on No. 10. Thi s addi t i onal t i me wi l l not ext end t he al l owed cal endar days f or compl et i on of Schedul e No. 1 i ndi cat ed i n SECTI ON 00 73 00. 01 45 SPECI AL CONTRACT

REQUI REMENTS, STANDARD.

DOCUMENT 00 11 00.00 45 Page 15

(TO BE ATTACHED TO STANDARD FORM 1442)

1.1.12 Option No. 11

Item No.

Description Estimated Quantity

Unit Unit Price Estimated Amount

OPTION NO. 11

0050 Mobilization and Demobilization PA 3B 1 JOB SUM

0051 Final As-Built Drawings PA 3B 1 JOB SUM

0052 PA 3B Existing Drop-Outlet Structure Modification

1 JOB SUM $___________

0053 PA 3B Turfing

1 JOB JOB $___________

0054 Stripping at PA 3B

1 JOB SUM $___________

0055 PA 3B Site Management

1 JOB SUM $___________

0056 PA 3B Final Surveys

1 JOB SUM $___________

0057 PA 3B Dike Raise

432,363 CY $_________ $___________

TOTAL OPTION NO. 11 $___________

TOTAL SCHEDULE NO. 1 AND OPTIONS NO. 1,2,3,4,5,6,7,8,9,10, AND 11

NOTE FOR OPTI ON NO. 11: The Gover nment may exer ci se Opt i on No. 11 by wr i t t en not i ce t o t he Cont r act or no l at er t han 240 days af t er t he Cont r act or r ecei ves t he Not i ce t o Pr oceed. No addi t i onal t i me wi l l be added t o t hi s Cont r act f or compl et i on of Opt i on No. 11.

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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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SWG FILE NO.:NUECES 803-360 SOLICITATION NO.:W912HY21B0001

Side Slope

Estimated Maintenance Quantity (CY)

Required Depth

(CY)

rnd. up 1000'

Allowable Overdepth

(CY)

rnd. up 10'

Subtotal Estimated (CY) w/o Maint.

APPENDIX 1 - QUANTITY SUMMARY TABLE

CHANNEL DIMENSIONS NEW WORK QUANTITIES

Placement Area DistributionSection

No.

From

Station To

Station

Length of Station (Feet)

Width Project Depth + Adv. Maint.

MAINT. QTY

Allowable Overdepth

Total Estimated (CY)

1 70+000.00 72+000.00 2,000 See Dwgs. 54+2 3:1 2 48,130 410,000 109,160 519,160 567,290 PA 14-15/16-17 2 72+000.00 74+000.00 2,000 See Dwgs. 54+2 3:1 1 48,500 412,000 109,050 521,050 569,550 PA 14-15/16-17 3 74+000.00 75+800.00 1,800 See Dwgs. 54+2 3:1 1 43,210 378,000 97,300 475,300 518,510 PA 14-15/16-17

4A 75+800.00 76+800.00 1,000 See Dwgs. 54+2 3:1 1 25,380 194,000 53,690 247,690 273,070 PA 14-15/16-17 4 76+800.00 78+000.00 1,200 See Dwgs. 54+2 3:1 1 31,310 243,000 65,060 308,060 339,370 PA 14-15/16-17 5 78+000.00 80+000.00 2,000 See Dwgs. 54+2 3:1 1 47,650 402,000 108,850 510,850 558,500 PA 14-15/16-17 6 80+000.00 82+000.00 2,000 See Dwgs. 54+2 3:1 1 48,560 423,000 109,180 532,180 580,740 PA 14-15/16-17 7 82+000.00 84+000.00 2,000 See Dwgs. 54+2 3:1 2 51,880 421,000 108,890 529,890 581,770 PA 14-15/16-17 8 84+000.00 86+000.00 2,000 See Dwgs. 54+2 3:1 2 54,890 404,000 107,830 511,830 566,720 PA 14-15/16-17 9 86+000.00 88+000.00 2,000 See Dwgs. 54+3 3:1 1 55,400 464,000 62,410 526,410 581,810 PA 14-15/16-17

10 88+000.00 90+000.00 2,000 See Dwgs. 54+2 3:1 2 50,990 422,000 95,400 517,400 568,390 PA 14-15/16-17 11 90+000.00 92+000.00 2,000 See Dwgs. 54+2 3:1 2 50,750 418,000 110,210 528,210 578,960 PA 14-15/16-17 12 92+000.00 94+000.00 2,000 See Dwgs. 54+2 3:1 2 52,160 422,000 106,760 528,760 580,920 PA 14-15/16-17 13 94+000.00 96+000.00 2,000 See Dwgs. 54+2 3:1 2 54,750 459,000 106,490 565,490 620,240 PA 14-15/16-17 14 96+000.00 98+000.00 2,000 See Dwgs. 54+2 3:1 2 65,400 459,000 109,710 568,710 634,110 PA 14-15/16-17 15 98+000.00 100+300.00 2,300 See Dwgs. 54+2 3:1 2 111,680 527,000 124,650 651,650 763,330 PA 14-15/16-17 16 100+300.00 102+600.00 2,300 See Dwgs. 54+2 3:1 2 119,530 531,000 129,940 660,940 780,470 PA 14-15/16-17 17 102+600.00 104+000.00 1,400 See Dwgs. 54+6 3:1 2 140,530 398,000 82,240 480,240 620,770 PA 16-17 18 104+000.00 105+800.00 1,800 See Dwgs. 54+6 3:1 2 196,500 509,000 97,020 606,020 802,520 PA 16-17 19 105+800.00 107+500.00 1,700 See Dwgs. 54+6 3:1 2 191,490 499,000 99,660 598,660 790,150 PA 16-17 20 107+500.00 109+000.00 1,500 See Dwgs. 54+6 3:1 2 42,050 463,000 89,160 552,160 594,210 PA 16-17 21 109+000.00 110+800.00 1,800 See Dwgs. 54+6 3:1 1 40,360 436,000 94,400 530,400 570,760 PA 16-17 22 110+800.00 112+375.00 1,575 See Dwgs. 54+7 3:1 1 23,610 218,000 38,270 256,270 279,880 PA 16-17

22A 112+375.00 113+197.51 823 See Dwgs. 47+2 3:1 2 5,800 5,800 PA 16-17 42,375 1,600,510 9,512,000 2,215,330 11,727,330 13,327,840

SCHEDULE NO. 1 - CORPUS CHRISTI SHIP CHANNEL - CIP

SUBTOTAL SCHEDULE NO. 1

MAINTENANCE MATERIAL ONLY

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

Slope

Estimated Maintenance Quantity (CY)

Required Depth

(CY)

rnd. up 1000'

Allowable Overdepth

(CY)

rnd. up 10'

Subtotal

Placement Area DistributionSection

No.

From

Station To

Station

Length of Station (Feet)

Width Project Depth + Adv. Maint.

MAINT. QTY

Allowable Overdepth

Total Estimated (CY)

30 56+400.00 60+000.00 3,600 See Dwgs. 14+2 2:1 2 209,000 52,540 261,540 261,540 PA 14-15/16-17 31 60+000.00 65+000.00 5,000 See Dwgs. 14+2 2:1 2 33,000 59,940 92,940 92,940 PA 14-15/16-17 32 65+000.00 75+000.00 10,000 See Dwgs. 14+2 2:1 2 1,000 23,300 24,300 24,300 PA 14-15/16-17 33 75+000.00 85+000.00 10,000 See Dwgs. 14+2 2:1 2 0 1,300 1,300 1,300 PA 14-15/16-17 34 85+000.00 90+000.00 5,000 See Dwgs. 14+2 2:1 2 0 3,730 3,730 3,730 PA 14-15/16-17 35 90+000.00 95+000.00 5,000 See Dwgs. 14+2 2:1 2 1,000 8,200 9,200 9,200 PA 14-15/16-17 36 95+000.00 100+000.00 5,000 See Dwgs. 14+2 2:1 2 23,000 43,240 66,240 66,240 PA 14-15/16-17 37 100+000.00 104+000.00 4,000 See Dwgs. 14+2 2:1 2 54,000 57,590 111,590 111,590 PA 16-17 38 104+000.00 107+806.71 3,807 See Dwgs. 14+2 2:1 2 56,000 52,520 108,520 108,520 PA 16-17

51,407 377,000 302,360 679,360 679,360

39 56+415.91 60+000.00 3,584 See Dwgs. 14+2 2:1 2 32,000 46,460 78,460 78,460 PA 14-15/16-17 40 60+000.00 65+000.00 5,000 See Dwgs. 14+2 2:1 2 6,000 35,050 41,050 41,050 PA 14-15/16-17 41 65+000.00 70+000.00 5,000 See Dwgs. 14+2 2:1 2 1,000 28,370 29,370 29,370 PA 14-15/16-17 42 70+000.00 75+000.00 5,000 See Dwgs. 14+2 2:1 2 2,000 20,920 22,920 22,920 PA 14-15/16-17 43 75+000.00 80+000.00 5,000 See Dwgs. 14+2 2:1 2 1,000 15,990 16,990 16,990 PA 14-15/16-17 44 80+000.00 85+000.00 5,000 See Dwgs. 14+2 2:1 2 2,000 22,440 24,440 24,440 PA 14-15/16-17 45 85+000.00 90+000.00 5,000 See Dwgs. 14+2 2:1 2 2,000 24,850 26,850 26,850 PA 14-15/16-17 46 90+000.00 95+000.00 5,000 See Dwgs. 14+2 2:1 2 1,000 19,170 20,170 20,170 PA 14-15/16-17 47 95+000.00 100+000.00 5,000 See Dwgs. 14+2 2:1 2 2,000 20,800 22,800 22,800 PA 14-15/16-17 48 100+000.00 104+000.00 4,000 See Dwgs. 14+2 2:1 2 11,000 38,940 49,940 49,940 PA 16-17 49 104+000.00 107+806.71 3,807 See Dwgs. 14+2 2:1 2 8,000 41,820 49,820 49,820 PA 16-17

51,391 68,000 314,810 382,810 382,810

102,798 445,000 617,170 1,062,170 1,062,170

145,173 1,600,510 9,957,000 2,832,500 12,789,500 14,390,010

4B 75+800.00 76+800.00 1,000 See Dwgs. 54+2 3:1 2 204,000 53,690 257,690 257,690 PA 14-15/16-17

1,600,510 10,161,000 2,886,190 13,047,190 14,647,700

22B 112+375.00 113+197.51 823 See Dwgs. 54+7 3:1 1 85,000 15,640 100,640 100,640 PA 16-17

823 1,600,510 10,246,000 2,901,830 13,147,830 14,748,340

N/A N/A

N/A N/A

SCHEDULE NO. 1 - BARGE LANES

LEFT BARGE LANE - GREEN SIDE

SUBTOTAL SCHEDULE NO. 1

AND OPTIONS NO. 1 AND NO. 2

N/A N/A

OPTION NO. 1 - PIPELINE CROSSING

SUBTOTAL SCHEDULE NO. 1

AND OPTION NO. 1

N/A N/A

TOTAL SCHEDULE NO. 1

SUBTOTAL, ALL BARGE LANES

SUBTOTAL, RIGHT BARGE LANE

N/A

SUBTOTAL, LEFT BARGE LANE

N/A

N/A N/A N/A

N/A N/A N/A

N/A N/A

RIGHT BARGE LANE - RED SIDE

N/A N/A

OPTION NO. 2 - PIPELINE CROSSING

NEW ONLY

NEW ONLY

Section 35 20 23.16 45 - APPENDIX 1 - QUANTITY SUMMARY TABLE - Page 2

Slope

Estimated Maintenance Quantity (CY)

Required Depth

(CY)

rnd. up 1000'

Allowable Overdepth

(CY)

rnd. up 10'

Subtotal

Placement Area DistributionSection

No.

From

Station To

Station

Length of Station (Feet)

Width Project Depth + Adv. Maint.

MAINT. QTY

Allowable Overdepth

Total Estimated (CY)

23 113+197.51 115+000.00 1,802 See Dwgs. 54+3 3:1 1 8,330 217,000 50,300 267,300 275,630 PA 1-2 24 115+000.00 117+000.00 2,000 See Dwgs. 54+3 3:1 1 6,430 314,000 62,990 376,990 383,420 PA 1-2 25 117+000.00 119+000.00 2,000 See Dwgs. 54+3 3:1 1 6,560 338,000 62,470 400,470 407,030 PA 1-2

26 * 119+000.00 124+000.00 5,000 See Dwgs. 54+2 3:1 1 6,750 312,000 60,510 372,510 379,260 PA 1-2

26A 120+600.00 121+700.00 1,100 See Dwgs. 47+2 3:1 2 1,570 1,570 PA 1-2 26B 121+700.00 122+700.00 1,000 See Dwgs. 47+2 3:1 2 1,230 1,230 PA 1-2 27 124+000.00 125+850.00 1,850 See Dwgs. 54+3 3:1 1 10,720 575,000 68,910 643,910 654,630 PA 1-2

27A 125+850.00 126+350.00 500 See Dwgs. 47+2 3:1 2 4,400 4,400 PA 1-2 14,752 45,990 1,756,000 305,180 2,061,180 2,107,170

15,575 1,646,500 12,002,000 3,207,010 15,209,010 16,855,510

26C 120+600.00 121+700.00 1,100 See Dwgs. 54+3 3:1 1 86,000 18,870 104,870 104,870 PA 1-2

16,675 1,646,500 12,088,000 3,225,880 15,313,880 16,960,380

26D 121+700.00 122+700.00 1,000 See Dwgs. 54+3 3:1 1 67,000 16,560 83,560 83,560 PA 1-2

17,675 1,646,500 12,155,000 3,242,440 15,397,440 17,043,940

27B 125+850.00 126+350.00 500 See Dwgs. 54+3 3:1 1 54,000 8,920 62,920 62,920 PA 1-2

18,175 1,646,500 12,209,000 3,251,360 15,460,360 17,106,860

28 126+350.00 129+617.07 3,267 See Dwgs. 54+2 3:1 1 36,780 393,000 67,720 460,720 497,500 PA 3A 29 129+617.07 131+301.76 1,685 See Dwgs. 54+3 3:1 1 38,350 699,000 77,130 776,130 814,480 PA 3B

4,952 75,130 1,092,000 144,850 1,236,850 1,311,980

23,127 1,721,630 13,301,000 3,396,210 16,697,210 18,418,840

Channel end slope is the same as the side slope at the end stations, as shown.

TOTAL SCHEDULE NO. 1

AND ALL OPTIONS

MAINTENANCE MATERIAL ONLY

MAINTENANCE MATERIAL ONLY

OPTION NO. 6 - PIPELINE CROSSING

SUBTOTAL SCHEDULE NO. 1

AND OPTIONS NO. 1 THROUGH 3

MAINTENANCE MATERIAL ONLY

NEW ONLY

If PA 3B is not available use PA 1-2

SUBTOTAL SCHEDULE NO. 1

AND OPTIONS NO. 1 THROUGH 6

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

Includes anticipated shoaling.

OPTION NO. 4 - PIPELINE CROSSING

SUBTOTAL SCHEDULE NO. 1

AND OPTIONS NO.1 THROUGH 4

OPTION NO. 5 - PIPELINE CROSSING

SUBTOTAL SCHEDULE NO. 1

AND OPTIONS NO. 1 THROUGH 5

OPTION NO. 3 - CORPUS CHRISTI SHIP CHANNEL - CIP -- LOWER HARBOR

SUBTOTAL OPTION NO. 3

SUBTOTAL OPTION NO. 7

OPTION NO. 7 - CORPUS CHRISTI SHIP CHANNEL - CIP -- UPPER HARBOR TO CHEMICAL TURNING BASIN

NEW ONLY

NEW ONLY

* NOTE : SECTION NO. 26 HAS TWO SUB-SECTIONS (BELOW) THAT ARE DREDGED TO ORIGINAL -47' PROJECT TEMPLATE DIMENSIONS ONLY. IF THE ADDITIONAL OPTIONS ARE

EXECUTED, THEY WILL FULLY CLEAR NEW WORK IN THE SUB-SECTIONS.

Section 35 20 23.16 45 - APPENDIX 1 - QUANTITY SUMMARY TABLE - Page 3

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PA-1 4+00 PA-1 12+00

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PA-1 8+00

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1TYP.

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PA-1 ACCESS DIKE

EL. +28.0' (OPT. NO. 8)

EL. +31.0' (OPT. NO. 9)

EL. +32.0' (OPT. NO. 10)

6" STRIPPING

TURFING

1TYP.

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EL. +31.0' (OPT. NO. 9)

EL. +32.0' (OPT. NO. 10)

6" STRIPPING

TURFING

PA-1 ACCESS DIKE

TYPICAL SECTIONS DRAWING FOR DETAILED DIMENSIONS. 3. SURVEY DATE: 2020-03-04

1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS. 2. SEENOTES:

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OPT. NO. 10

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EL. +28.0' (OPT. NO. 8)

EL. +31.0' (OPT. NO. 9)

EL. +32.0' (OPT. NO. 10)

6" STRIPPING

TURFING

1TYP.

TYP.

OPT. NO. 10

15'

12'

9'

EL. +31.0' (OPT. NO. 9)

EL. +32.0' (OPT. NO. 10)

6" STRIPPING

TURFING

TYPICAL SECTIONS DRAWING FOR DETAILED DIMENSIONS. 3. SURVEY DATE: 2020-03-04

NOTES: 1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS. 2. SEE

EL. +28.0' (OPT. NO. 8)

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PA-1 36+00 PA-1 42+00

PA-1 34+30 PA-1 40+00

PA-1 32+00 PA-1 38+00

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PA-2 DIKE

ALONG COMMON DIKE BETWEEN PA-1 AND PA-2.

NO TURFING BETWEEN PA-1 STA. 34+30 TO STA. 70+50,

1TYP.

TYP.

OPT. NO. 10

15'

12'

9'

EL. +28.0' (OPT. NO. 8)

EL. +31.0' (OPT. NO. 9)

EL. +32.0' (OPT. NO. 10)

6" STRIPPING

TURFING

1TYP.

TYP.

OPT. NO. 10

15'

12'

9'

EL. +31.0' (OPT. NO. 9)

EL. +32.0' (OPT. NO. 10)

6" STRIPPING

TYPICAL SECTIONS DRAWING FOR DETAILED DIMENSIONS. 3. SURVEY DATE: 2020-03-04

NOTES: 1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS. 2. SEE

PA-1 TRAINING DIKE

PA-1 TRAINING DIKE

OPT. NO. 9

EL. +28.0' (OPT. NO. 8)

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PA-1 46+00 PA-1 54+00

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OPT. NO. 10

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12'

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EL. +31.0' (OPT. NO. 9)

EL. +32.0' (OPT. NO. 10)

6" STRIPPING

1TYP.

TYP.

OPT. NO. 10

15'

12'

9'

EL. +31.0' (OPT. NO. 9)

EL. +32.0' (OPT. NO. 10)

6" STRIPPING

TYPICAL SECTIONS DRAWING FOR DETAILED DIMENSIONS. 3. SURVEY DATE: 2020-03-04

NOTES: 1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS. 2. SEE

OPT. NO. 9

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PA-1 65+86 PA-1 67+64

PA-1 65+50 PA-1 66+95

PA-1 64+00 PA-1 66+80

PA-1 62+00 PA-1 66+65

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NO DIKE CONSTRUCTION BETWEEN STA. 65+86 TO STA. 67+64

NOTE:

DIKE BREACH TO CONNECT PA 1 AND PA 2

NO DIKE CONSTRUCTION BETWEEN STA. 65+86 TO STA. 67+64

NOTE:

1TYP.

TYP.

OPT. NO. 10

15'

12'

9'

EL. +28.0' (OPT. NO. 8)

EL. +31.0' (OPT. NO. 9)

EL. +32.0' (OPT. NO. 10)

6" STRIPPING

1TYP.

TYP.

OPT. NO. 10

15'

12'

9'

EL. +28.0' (OPT. NO. 8)

EL. +31.0' (OPT. NO. 9)

EL. +32.0' (OPT. NO. 10)

6" STRIPPING

TYPICAL SECTIONS DRAWING FOR DETAILED DIMENSIONS. 3. SURVEY DATE: 2020-03-04

NOTES: 1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS. 2. SEE

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OPT. NO. 10

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6" STRIPPING

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OPT. NO. 10

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12'

9'

EL. +31.0' (OPT. NO. 9)

EL. +32.0' (OPT. NO. 10)

6" STRIPPING

TURFING

ALONG COMMON DIKE BETWEEN PA-1 AND PA-2.

NO TURFING BETWEEN PA-1 STA. 34+30 TO STA. 70+50,

TYPICAL SECTIONS DRAWING FOR DETAILED DIMENSIONS. 3. SURVEY DATE: 2020-03-04

NOTES: 1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS. 2. SEE

OPT. NO. 9

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EL. +32.0' (OPT. NO. 10)

6" STRIPPING

TURFING

1TYP.

TYP.

OPT. NO. 10

15'

12'

9'

EL. +31.0' (OPT. NO. 9)

EL. +32.0' (OPT. NO. 10)

6" STRIPPING

TURFING

TYPICAL SECTIONS DRAWING FOR DETAILED DIMENSIONS. 3. SURVEY DATE: 2020-03-04

NOTES: 1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS. 2. SEE

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EL. +32.0' (OPT. NO. 10)

6" STRIPPING

TURFING

1TYP.

TYP.

OPT. NO. 10

15'

12'

9'

EL. +31.0' (OPT. NO. 9)

EL. +32.0' (OPT. NO. 10)

6" STRIPPING

TURFING

TYPICAL SECTIONS DRAWING FOR DETAILED DIMENSIONS. 3. SURVEY DATE: 2020-03-04

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