Amend-0004-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:

The Bidder Inquiry-ProjNet will close for comments on 16-Jul-2021 04:00 PM (CDT).

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

15-Jul-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

A0004-2

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

1. THE 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 30 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 01 22 00.10, MEASUREMENT AND PAYMENT – The enclosed SECTION 01 22

00.10 entitled MEASUREMENT AND PAYMENT supersedes that issued with this

Solicitation.

(3) SECTION 01 35 26.01 45, GOVERNMENTAL SAFETY REQUIREMENTS – The enclosed

SECTION 01 35 26.01 45 entitled GOVERNMENTAL SAFETY REQUIREMENTS supersedes that issued with this Solicitation.

(4) SECTION 02 30 00, SUBSURFACE INVESTIGATION – The enclosed SECTION 02 30 00 entitled SUBSURFACE INVESTIGATION supersedes that issued with this Solicitation.

(5) SECTION 35 20 23.16 45, PIPELINE DREDGING – The enclosed SECTION 35 20 23.16 45 entitled PIPELINE DREDGING supersedes that issued with this Solicitation

(6) 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

(7) SECTION 35 41 00.01 45, EMBANKMENT CONSTRUCTION – The enclosed SECTION

35 41 00.01 45 entitled EMBANKMENT CONSTRUCTION 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 01 22 00.10, MEASUREMENT AND PAYMENT

3. SECTION 01 35 26.01 45, GOVERNMENTAL SAFETY REQUIREMENTS

4. SECTION 02 30 00, SUBSURFACE INVESTIGATION

5. SECTION 35 20 23.16 45, PIPELINE DREDGING

6. SECTION 35 20 23.16 45, APPENDIX 1, QUANTITY SUMMARY TABLE

7. SECTION 35 41 00.01 45, EMBANKMENT CONSTRUCTION

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 AMENDMENT NO. 0004

PART 1 GENERAL

1.1 BID SCHEDULE

1.1.1 Schedule No. 1 AM#4

1.1.2 Option No. 1

1.1.3 Option No. 2

1.1.4 Option No. 3 AM#4

1.1.5 Option No. 4 AM#4

1.1.6 Option No. 5

1.1.7 Option No. 6

1.1.8 Option No. 7 AM#4

1.1.9 Option No. 8 AM#4

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)

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DOCUMENT 00 11 00.00 45 Page 1

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THIS PAGE INTENTIONALLY LEFT BLANK

DOCUMENT 00 11 00.00 45 Page 2

SECTION 00 11 00.00 45

BID SCHEDULE

AMENDMENT NO. 0004

PART 1 GENERAL

1.1 BID SCHEDULE

(TO BE ATTACHED TO STANDARD FORM 1442)

1.1.1 Schedule No. 1 AM#4

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)

1,592,510 CY $_________ $___________

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

11,487,640 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 4 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 AM#4

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)

1,958,770

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 AM#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)

59,870 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 AM#4

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)

73,130 CY $_________ $___________

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

1,085,850 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

(TO BE ATTACHED TO STANDARD FORM 1442)

1.1.9 Option No. 8 AM#4

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

408,765 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.

DOCUMENT 00 11 00.00 45 Page 13

(TO BE ATTACHED TO STANDARD FORM 1442)

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. 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. 9.

DOCUMENT 00 11 00.00 45 Page 14

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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. 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. 10.

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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(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 17

DOCUMENT 00 11 00.00 45 Page 18

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.10

MEASUREMENT AND PAYMENT AMENDMENT NO. 0004

PART 1 GENERAL

1.1 SUBMITTALS

1.2 LUMP SUM (JOB) PAYMENT ITEMS

1.2.1 Mobilization and Demobilization

1.2.1.1 Payment

1.2.1.2 Unit of Measure

1.2.2 Pre-Dredging Hazard Survey

1.2.2.1 Payment

1.2.2.2 Unit of Measure

1.2.3 Final As-Built Drawings

1.2.3.1 Payment

1.2.3.2 Unit of Measure

1.2.4 Dredging Pipeline Management

1.2.4.1 Payment

1.2.4.2 Unit of Measure

1.2.5 Drop-Outlet Structures

1.2.5.1 Payment

1.2.5.2 Unit of Measure

1.2.6 Training Dike Weirs

1.2.6.1 Payment

1.2.6.2 Unit of Measure

1.2.7 Turfing

1.2.7.1 Payment

1.2.7.2 Unit of Measure

1.2.8 Stripping

1.2.8.1 Payment

1.2.8.2 Unit of Measure

1.2.9 Site Management

1.2.9.1 Payment AM#4

1.2.9.2 Unit of Measure

1.2.10 Final Surveys

1.2.10.1 Payment

1.2.10.2 Unit of Measure

1.3 UNIT PRICE PAYMENT ITEMS

1.3.1 Dredging

1.3.1.1 Payment

1.3.1.2 Dredging Partial Payment

1.3.1.3 Measurement

1.3.1.4 Electronic Positioning

1.3.1.5 Surveys During Progress of Work

1.3.1.6 Unit of Measurement

1.3.2 Pipeline Profile

1.3.2.1 Payment

1.3.2.2 Measurement

1.3.2.3 Unit of Measurement

SECTION 01 22 00.10 Page 1

1.3.3 Dike Raise

1.3.3.1 Payment

1.3.3.2 Measurement

1.3.3.3 Unit of Measurement

1.3.4 Standby

1.3.4.1 Payment

1.3.4.2 Measurement

1.3.4.3 Unit of Measurement

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section Table of Contents --

SECTION 01 22 00.10 Page 2

SECTION 01 22 00.10

MEASUREMENT AND PAYMENT

AMENDMENT NO. 0004

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with SECTION 01 33 00 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Surveys ; G

Submit drawings with raw x,y,z data of surveys for preconstruction, during construction and post construction.

1.2 LUMP SUM (JOB) PAYMENT ITEMS

Payment items for the work of this Contract for which Contract lump sum payments will be made are listed in the BID SCHEDULE and specified below.

All costs for items of work, which are not specifically mentioned to be included in a particular lump sum or unit price payment item, are included in the listed lump sum item most closely associated with the work involved. The lump sum price and payment made for each item listed constitutes full compensation for furnishing plant, labor, materials, and equipment, and performing any associated Contractor Quality Control, administrative requirements, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

1.2.1 Mobilization and Demobilization

1.2.1.1 Payment

The Contract price for "Mobilization and Demobilization - Dredging Equipment, in Schedule No. 1 and "Mobilization and Demobilization PA 1-2" and "Mobilization and Demobilization PA 3A", in Option No. 8, and "Mobilization and Demobilization PA 3B" in Option No. 11. will include the costs in connection with mobilization and demobilization of plant and construction facilities necessary to perform work under the various bid items. The Contract price shall include transportation and other costs incidental to delivery of the plant and other equipment to the general work area in condition ready for operation and, after the completion of the work, for removal of the plant and equipment from the work site(s).

Payment for mobilization and demobilization will be pursuant to the conditions as defined in the SECTION 00 72 00 CONTRACT CLAUSES.

SECTION 01 22 00.10 Page 3

1.2.1.2 Unit of Measure

Unit of measure: Job.

1.2.2 Pre-Dredging Hazard Survey

1.2.2.1 Payment

The Contract price for "Pre-Dredging Hazard Survey", in Schedule No. 1, will include, but is not be limited to, a pre-dredging hazard survey in the Upper Bay from Sta. 70+000 to Sta. 113+197.51 in the main channel and the total extent of the Barge Lanes and the Inner Harbor from Sta.

113+197.51 to Sta. 131+301.76.

1.2.2.2 Unit of Measure

Unit of Measure: Job.

1.2.3 Final As-Built Drawings

1.2.3.1 Payment

The Contract price for "Final As-Built Drawings PA 1-2", and "Final As-Built Drawings PA 3A" in Option No. 8, and "Final As-Built Drawings PA 3B" in Option No. 11 will include all labor, equipment, material and supplies required to prepare the requisite drawings and/or costs necessary to perform checks and provide drawings upon completion of all construction work, such as, but not limited to, that involving PAs work; and delivering them in the manner specified in the SECTION 01 78 00.00 45 CLOSEOUT

SUBMITTALS.

1.2.3.2 Unit of Measure

Unit of Measure: Job.

1.2.4 Dredging Pipeline Management

1.2.4.1 Payment

Payment for "Dredging Pipeline Management", in the Schedule No. 1, and Options No. 1 thru 7, will be made for costs associated with laying, handling of dredge pipelines from the dredge to the Placement Areas, procurement of materials, and for construction of ramps or installation of culvert pipes or other appurtenances that may be necessary in connection with placing and removal of pipeline and final clean up of pipeline route. Monthly partial payments will be based on the estimates of work completed during the period up to 80 percent of the Contract price and the remaining 20 percent will be paid in the first monthly partial payment after removal of the pipeline and the final clean-up of the pipeline route.

1.2.4.2 Unit of Measure

Unit of measure: Job.

1.2.5 Drop-Outlet Structures

1.2.5.1 Payment

Payment for "PA 1-2 Existing Drop-Outlet Structure Modification" and "PA

SECTION 01 22 00.10 Page 4

3A Existing Drop-Outlet Structure Modification", in Option No. 8 and "PA 3B Existing Drop-Outlet Structure Modification" in Option No. 11 will include the costs necessary to replace or modify the existing walkways with new ones to match up with the raised dike, raise the existing structure platforms to the new elevation as shown, replace existing concrete slab for walkway with a new concrete slab, provide and install weir boards for outlet structure, repair structural and safety deficiencies to include incidental earthwork and welding as necessary to achieve a safe, and stable structure.

1.2.5.2 Unit of Measure

Unit of measure: Job.

1.2.6 Training Dike Weirs

1.2.6.1 Payment

Payment for "PA 1-2 Training Dike Weirs" in option No. 8 will be made for the costs necessary to remove the existing walkway, handrails, and supporting columns of the weir located at the training dike in PA 1, and will include, but not limited to, removal of the structural members, excavation required for its removal, trimming of the foundation piles, and any other work in connection therewith.

1.2.6.2 Unit of Measure

Unit of measure: Job.

1.2.7 Turfing

1.2.7.1 Payment

Payment will be made at the Contract lump sum price for "PA 1-2 Turfing" and "PA 3A Turfing" in Option No. 8, "PA 3B Turfing" in Option No. 11, and "PA 1-2 Additional Turfing" in Options No. 9 and 10, which will include labor, equipment, and materials necessary to provide temporary erosion control, place topsoil, prepare the seed bed, plant seed, fertilize, mulch, mow, and water to establish a thriving, uniform, warm season, perennial grass cover.

1.2.7.2 Unit of Measure

Unit of measure: Job.

1.2.8 Stripping

1.2.8.1 Payment

Payment for "Stripping at PA 1-2" and "Stripping at PA 3A" in Option No.

8,and "Stripping at PA 3B" in Option No. 11, and "PA 1-2 Additional Stripping" in Options No. 9 and 10 will be made for costs including but not limited to equipment, labor, material, and time to perform the work specified and the costs incidental to stripping, including the disposition and any other work in connection therewith.

1.2.8.2 Unit of Measure

Unit of measure: Job.

SECTION 01 22 00.10 Page 5

1.2.9 Site Management

1.2.9.1 Payment AM#4

Payment for "PA 1-2 Site Management" and "PA 3A Site Management" in Option No. 8 and "PA 3B Site Management" in Option No. 11 will include all costs associated with this work including management of the drop-outlet structures, monitoring water quality, i nci dent al dewat er i ng act i v i t i es, and excavation or maintenance of ditches to assure drainage of the placement area. Partial payments will be made proportionate to the duration of the site management activities.

1.2.9.2 Unit of Measure

Unit of measure: Job.

1.2.10 Final Surveys

1.2.10.1 Payment

Payment for "PA 1-2 Final Surveys" and "PA 3A Final Surveys" in Option No.

8 and "PA 3B Final Surveys" in Option No. 11 will include all cost associcted, but not limited, to equipment, labor, material, and time to perform work associated to collect, process, and submit the final survey of the PA 1-2, PA 3A, and PA 3B.

1.2.10.2 Unit of Measure

Unit of measure: Job.

1.3 UNIT PRICE PAYMENT ITEMS

Payment items for the work in this Contract on which the Contract unit price payments will be made are listed in the BID SCHEDULE and specified below. The unit price and payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor Quality Control, administrative requirements, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for each of the unit price items.

1.3.1 Dredging

1.3.1.1 Payment

Payment for:

Schedule Description

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

SECTION 01 22 00.10 Page 6

Schedule Description

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

Schedule No. 1 Dredging - Barge Lanes - Green Side, New Work (Sections No. 30 thru 38)

Schedule No. 1 Dredging - Barge Lanes - Red Side, New Work (Sections No. 39 thru 49)

Option No. 1 Dredging - New Work, New Work Authorized -54Ft Channel Template (Section No. 4B)

Option No. 2 Dredging - New Work, New Work Authorized -54Ft Channel Template (Section No. 22B)

Option No. 3 Dredging - Maintenance, Current Authorized -47Ft Channel Template (Sections No. 23 thru 27, Section No. 26A, Section No. 26B, and Section No. 27A)

Option No. 3 Dredging - New Work, New Work Authorized -54Ft Channel Template (Sections No. 23 thru 27)

Option No. 4 Dredging - New Work, New Work Authorized -54Ft Channel Template (Section No. 26C)

Option No. 5 Dredging - New Work, New Work Authorized -54Ft Channel Template (Section No. 26D)

Option No. 6 Dredging - New Work, New Work Authorized -54Ft Channel Template (Section No. 27B)

Option No. 7 Dredging - Maintenance, Current Authorized -47Ft Channel Template (Sections No. 28 and 29)

Option No. 7 Dredging - New Work, New Work Authorized -54Ft Channel Template (Sections No. 28 and 29) will be made for all costs associated with the removal of dredged material, transportation, and placement at the appropriate placement area.

1.3.1.2 Dredging Partial Payment

Partial payment will be based on approximate quantities determined by fathometer soundings or sweepings taken behind the dredge. The Contractor may use its own hydrographic surveys to determine quantities for pay requests, but final quantities will be based on Government Before-Dredging and After-Dredging surveys run on 100-foot stations and at changes in the template.

SECTION 01 22 00.10 Page 7

1.3.1.3 Measurement

The material removed will be measured by cubic yard in place, by means of soundings taken before and after dredging. The total quantity of dredged material will be the theoretical quantity between the bottom surface shown by fathometer soundings of the last survey made "before-dredging" and the bottom surface shown by the fathometer soundings of a survey made "after-dredging", within the limits of the overdepth and side and end slopes, less deductions that may be required for misplaced material.

1.3.1.4 Electronic Positioning

The horizontal control points shown are the control points the Government will use to perform electronic surveys on the waterway. The Government does not guarantee permanent access to these control points, therefore, it may be necessary for the Contractor to establish its own network of survey points from these survey points or from other National Geodetic Survey (NGS) monuments. Location and description of the horizontal control points which the Government plans to use to perform electronic surveys on the channels provided on the drawings accompanying these specifications.

The Contractor shall be responsible for establishing its own reference line to conduct hydrographic surveys and dredging operations if electronic positioning equipment is not used.

1.3.1.5 Surveys During Progress of Work

Contract depth will be determined by surveys taken behind the dredge as work progresses. The Contractor shall take progress soundings or sweepings and submit drawings of the surveys.

1.3.1.6 Unit of Measurement

Unit of measure: cubic yard.

1.3.2 Pipeline Profile

1.3.2.1 Payment

Payment for "Pipeline Profile", in Schedule No. 1 will be made for costs associated with providing profiles of the indicated pipelines as specified and will include but is not limited to coordination work, surveys of channel bottom, pipeline scan, data process, drawing and report preparation, and any other work in connection therewith. ( For Addi t i onal I nf or mat i on See: SECTI ON 02 30 00 SUBSURFACE I NVESTI GATI ON)

1.3.2.2 Measurement

Pipeline profile will be measure by each of the pipeline indicated that is actually profiled as specified.

1.3.2.3 Unit of Measurement

Unit of measure: each.

1.3.3 Dike Raise

1.3.3.1 Payment

Payment for "PA 1-2 Dike Raise" and "PA 3A Dike Raise" in Option No. 8, SECTION 01 22 00.10 Page 8 and "PA 3B Dike Raise" in Option No. 11, "PA 1-2 3 Foot Additional Dike Raise (PCCA)" in Option No. 9, "PA 1-2 1 Foot Additional Dike Raise (O&M)" in Option No. 10, will be made for costs associated with raising the placement areas dike as designated and will include but is not limited to excavation, transportation, placement, semi-compaction operations, construction survey and layout staking, control of water and drainage, the shaping of slopes and any other work in connection therewith.

1.3.3.2 Measurement

The total quantity of dike raise material for which payment is to be made will be the neat-line volumes of in-place quantity between the pre-construction ground surface after clearing and stripping as determined by survey and the grade and slope of the final raised dike cross sections constructed as specified and as determined by Surveys. Cross sections used for quantity calculation shall be taken not farther apart than every 100 feet and where a change in dike section is located. The theoretical quantity will be calculated by the average end-area method. No allowance will be made for material outside the required slope lines unless authorized.

1.3.3.3 Unit of Measurement

Unit of measure: cubic yard.

1.3.4 Standby

1.3.4.1 Payment

Payment for "Dredge Standby (Section 23 thru 27)" in Option No. 3 and "Dredge Standby (Section 28 and 29)" in Option No. 7, if exercised, will be made at the contract unit price, which will include the non-effective dredging hours as a result of waiting for docked ships that are occupying the channel template in Section 23 thru 29. No separate payment will be made for standby or down time incurred while dredging the federal channels, except as indicated above.

1.3.4.2 Measurement

Standby time shall be measured to the nearest 0.17 hour and recorded in the daily report.

1.3.4.3 Unit of Measurement

Unit of measure: hour.

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section --

SECTION 01 22 00.10 Page 9

SECTION 01 22 00.10 Page 10

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 35 26.01 45

GOVERNMENTAL SAFETY REQUIREMENTS AMENDMENT NO. 0004

PART 1 GENERAL

1.1 REFERENCES

1.2 DEFINITIONS

1.2.1 Competent Person (CP)

1.2.2 Competent Person, Confined Space

1.2.3 Competent Person, Cranes and Rigging

1.2.4 Competent Person, Excavation/Trenching

1.2.5 Competent Person, Fall Protection

1.2.6 Competent Person (CP) Trainer

1.2.7 High Risk Activities

1.2.8 High Visibility Accident

1.2.9 Load Handling Equipment (LHE)

1.2.10 Medical Treatment

1.2.11 Near Miss

1.2.12 Operating Envelope

1.2.13 Qualified Person (QP)

1.2.14 Qualified Person, Fall Protection (QP for FP)

1.2.15 USACE Property and Equipment

1.2.16 Load Handling Equipment (LHE) Accident or Load Handling

Equipment Mishap

1.2.17 Recordable Injuries or Illnesses

1.3 SUBMITTALS

1.4 MONTHLY EXPOSURE REPORTS

1.5 REGULATORY REQUIREMENTS

1.6 SITE QUALIFICATIONS, DUTIES, AND MEETINGS

1.6.1 Personnel Qualifications

1.6.1.1 Site Safety and Health Officer (SSHO)

1.6.1.1.1 Additional Site Safety and Health Officer (SSHO)

Requirements and Duties

1.6.1.2 Competent Person Qualifications

1.6.1.2.1 Competent Person for Confined Space Entry

1.6.1.2.2 Competent Person for Fall Protection

1.6.1.2.3 Crane Operators/Riggerse

1.6.1.3 Dredging Contract Requirements

1.6.1.3.1 Dredging Safety Personnel Requirements

1.6.1.3.2 SSHO Requirements for Dredging

1.6.1.3.3 Safety Personnel Training Requirements for Dredging

1.6.1.4 Crane Operators/Riggers

1.6.2 Personnel Duties

1.6.2.1 Duties of the Site Safety and Health Officer (SSHO)

1.6.3 Meetings

1.6.3.1 Preconstruction Conference

1.6.3.2 Safety Meetings

1.7 ACCIDENT PREVENTION PLAN (APP) AM#4

1.7.1 Names and Qualifications

SECTION 01 35 26.01 45 Page 1

1.7.2 Plans

1.7.2.1 Confined Space Entry Plan

1.7.2.2 Standard Lift Plan (SLP)

1.7.2.3 Barge Mounted Mobile Crane Lift Plan

1.7.2.4 Multi-Purpose Machines, Material Handling Equipment, and

Construction Equipment Lift Plan

1.7.2.5 Critical Lift Plan - Crane or Load Handling Equipment

1.7.2.5.1 Lifts over 50 percent of the capacity of barge mounted mobile crane's hoist.

1.7.2.5.2 When working around energized power lines where the work will get closer than the minimum clearance distance in EM 385-1-1 Table 16-1.e

1.7.2.5.3 For lifts with anticipated binding conditions.

1.7.2.5.4 When erecting cranes.

1.7.2.5.5 Critical Lift Plan Planning and Schedule

1.7.2.5.6 Lifts of Personnel

1.7.2.6 Rescue and Evacuation Plan

1.7.2.7 Fall Protection and Prevention (FP&P) Plan

1.7.2.8 Hazardous Energy Control Program (HECP)

1.8 ACTIVITY HAZARD ANALYSIS (AHA)

1.8.1 AHA Management

1.8.2 AHA Signature Log

1.9 DISPLAY OF SAFETY INFORMATION

1.9.1 Safety Bulletin Board

1.9.2 Safety and Occupational Health (SOH) Deficiency Tracking System

1.10 SITE SAFETY REFERENCE MATERIALS

1.11 EMERGENCY MEDICAL TREATMENT

1.12 NOTIFICATIONS AND REPORTS

1.12.1 Mishap Notification

1.12.2 Accident Reports

1.12.3 LHE Inspection Reports

1.12.4 Certificate of Compliance and Pre-lift Plan/Checklist for LHE and Rigging

1.13 HOT WORK

1.13.1 Permit and Personnel Requirements

1.13.1.1 Work Around Flammable Materials

1.14 CONFINED SPACE ENTRY REQUIREMENTS

1.14.1 Entry Procedures

1.14.2 Forced Air Ventilation

1.14.3 Rescue Procedures and Coordination with Local Emergency

Responders

1.15 DIVE SAFETY REQUIREMENTS

1.16 SEVERE STORM PLAN

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION

3.1 CONSTRUCTION AND OTHER WORK

3.1.1 Worksite Communication

3.1.2 Hazardous Material Exclusions

3.1.3 Unforeseen Hazardous Material

3.2 CONTROL OF HAZARDOUS ENERGY (LOCKOUT/TAGOUT)

3.2.1 Safety Preparatory Inspection Coordination Meeting with the

Government or Utility

3.2.2 Lockout/Tagout Isolation

3.2.3 Lockout/Tagout Removal

3.3 FALL PROTECTION PROGRAM

SECTION 01 35 26.01 45 Page 2

3.3.1 Training

3.3.2 Fall Protection Equipment and Systems

3.3.2.1 Additional Personal Fall Protection

3.3.2.2 Personal Fall Protection Harnesses

3.3.3 Horizontal Lifelines (HLL)

3.3.4 Guardrails and Safety Nets

3.3.5 Rescue and Evacuation Plan and Procedures

3.4 EQUIPMENT

3.4.1 Material Handling Equipment (MHE)

3.4.2 Load Handling Equipment (LHE)

3.4.3 Machinery and Mechanized Equipment

3.5 SUBMERGED AND FLOATING PIPELINE

3.6 Utility Locations

3.6.1 Utility Location Verification

3.6.2 Utilities Within and Under Concrete, Bituminous Asphalt, and

Other Impervious Surfaces

3.7 ELECTRICAL

3.7.1 Portable Extension Cords

3.7.2 Conduct of Electrical Work

3.7.3 Qualifications

3.7.3.1 Arc Flash

3.7.3.2 Grounding

3.7.3.3 Testing

-- End of Section Table of Contents --

SECTION 01 35 26.01 45 Page 3

SECTION 01 35 26.01 45 Page 4

SECTION 01 35 26.01 45

GOVERNMENTAL SAFETY REQUIREMENTS

AMENDMENT NO. 0004

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

AMERICAN SOCIETY OF SAFETY PROFESSIONALS (ASSP)

ASSP A10.34 (2001; R 2012) Protection of the Public on or Adjacent to Construction Sites

ASSP A10.44 (2014) Control of Energy Sources (Lockout/Tagout) for Construction and Demolition Operations

ASSP Z244.1 (2016) The Control of Hazardous Energy Lockout, Tagout and Alternative Methods

ASSP Z359.0 (2012) Definitions and Nomenclature Used for Fall Protection and Fall Arrest

ASSP Z359.1 (2016) The Fall Protection Code

ASSP Z359.2 (2017) Minimum Requirements for a Comprehensive Managed Fall Protection Program

ASSP Z359.3 (2017) Safety Requirements for Lanyards and Positioning Lanyards

ASSP Z359.4 (2013) Safety Requirements for Assisted-Rescue and Self-Rescue Systems, Subsystems and Components

ASSP Z359.6 (2016) Specifications and Design Requirements for Active Fall Protection Systems

ASSP Z359.7 (2011) Qualification and Verification Testing of Fall Protection Products

ASSP Z359.11 (2014) Safety Requirements for Full Body Harnesses

ASSP Z359.12 (2009) Connecting Components for Personal Fall Arrest Systems

ASSP Z359.13 (2013) Personal Energy Absorbers and

SECTION 01 35 26.01 45 Page 5

Energy Absorbing Lanyards

ASSP Z359.14 (2014) Safety Requirements for Self-Retracting Devices for Personal Fall Arrest and Rescue Systems

ASSP Z359.15 (2014) Safety Requirements for Single Anchor Lifelines and Fall Arresters for Personal Fall Arrest Systems

ASME INTERNATIONAL (ASME)

ASME B30.3 (2016) Tower Cranes

ASME B30.5 (2014) Mobile and Locomotive Cranes

ASME B30.8 (2015) Floating Cranes and Floating Derricks

ASME B30.9 (2014; INT Feb 2011 - Nov 2013) Slings

ASME B30.20 (2013; INT Oct 2010 - May 2012) Below-the-Hook Lifting Devices

ASME B30.22 (2016) Articulating Boom Cranes

ASME B30.26 (2015; INT Jun 2010 - Jun 2014) Rigging Hardware

ASTM INTERNATIONAL (ASTM)

ASTM F855 (2015) Standard Specifications for Temporary Protective Grounds to Be Used on De-energized Electric Power Lines and Equipment

INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE)

IEEE 1048 (2003) Guide for Protective Grounding of Power Lines

IEEE C2 (2017; Errata 1-2 2017; INT 1 2017) National Electrical Safety Code

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 10 (2018; TIA 18-1) Standard for Portable Fire Extinguishers

NFPA 70 (2019; TIA 19-1; TIA 19-2; TIA 19-3; TIA

19-4; ERTA 1 2019) National Electrical Code

NFPA 70E (2018; TIA 18-1; TIA 81-2) Standard for Electrical Safety in the Workplace

NFPA 241 (2019) Standard for Safeguarding Construction, Alteration, and Demolition Operations

SECTION 01 35 26.01 45 Page 6

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

29 CFR 1910 Occupational Safety and Health Standards

29 CFR 1910.146 Permit-required Confined Spaces

29 CFR 1910.147 The Control of Hazardous Energy (Lock Out/Tag Out)

29 CFR 1910.333 Selection and Use of Work Practices

29 CFR 1915 Confined and Enclosed Spaces and Other Dangerous Atmospheres in Shipyard Employment

29 CFR 1915.89 Control of Hazardous Energy (Lockout/Tags-Plus)

29 CFR 1926 Safety and Health Regulations for Construction

29 CFR 1926.16 Rules of Construction

29 CFR 1926.500 Fall Protection

CPL 2.100 (1995) Application of the Permit-Required Confined Spaces (PRCS) Standards, 29 CFR 1910.146

1.2 DEFINITIONS

1.2.1 Competent Person (CP)

The CP is a person designated in writing, who, through training, knowledge and experience, is capable of identifying, evaluating, and addressing existing and predictable hazards in the working environment or working conditions that are dangerous to personnel, and who has authorization to take prompt corrective measures with regards to such hazards.

1.2.2 Competent Person, Confined Space

The CP, Confined Space, is a person meeting the competent person requirements as defined EM 385-1-1 Appendix Q, with thorough knowledge of OSHA’s Confined Space Standard, 29 CFR 1910 .146, and designated in writing to be responsible for the immediate supervision, implementation and monitoring of the confined space program, who through training, knowledge and experience in confined space entry is capable of identifying, evaluating and addressing existing and potential confined space hazards and, who has the authority to take prompt corrective measures with regard to such hazards.

1.2.3 Competent Person, Cranes and Rigging

The CP, Cranes and Rigging, as defined in EM 385-1-1 Appendix Q, is a

SECTION 01 35 26.01 45 Page 7 person meeting the competent person, who has been designated in writing to be responsible for the immediate supervision, implementation and monitoring of the Crane and Rigging Program, who through training, knowledge and experience in crane and rigging is capable of identifying, evaluating and addressing existing and potential hazards and, who has the authority to take prompt corrective measures with regard to such hazards.

1.2.4 Competent Person, Excavation/Trenching

A CP, Excavation/Trenching, is a person meeting the competent person requirements as defined in EM 385-1-1 Appendix Q and 29 CFR 1926 , who has been designated in writing to be responsible for the immediate supervision, implementation and monitoring of the excavation/trenching program, who through training, knowledge and experience in excavation/trenching is capable of identifying, evaluating and addressing existing and potential hazards and, who has the authority to take prompt corrective measures with regard to such hazards.

1.2.5 Competent Person, Fall Protection

The CP, Fall Protection, is a person meeting the competent person requirements as defined in EM 385-1-1 Appendix Q and in accordance with ASSP Z359.0 , who has been designated in writing by the employer to be responsible for immediate supervising, implementing and monitoring of the fall protection program, who through training, knowledge and experience in fall protection and rescue systems and equipment, is capable of identifying, evaluating and addressing existing and potential fall hazards and, who has the authority to take prompt corrective measures with regard to such hazards.

1.2.6 Competent Person (CP) Trainer

A competent person trainer as defined in EM 385-1-1 Appendix Q, who is qualified in the material presented, and who possesses a working knowledge of applicable technical regulations, standards, equipment and systems related to the subject matter on which they are training Competent Persons. A competent person trainer must be familiar with the typical hazards and the equipment used in the industry they are instructing. The training provided by the competent person trainer will be appropriate to that specific industry. The competent person trainer must evaluate the knowledge and skills of the competent persons as part of the training process.

1.2.7 High Risk Activities

High Risk Activities are activities that involve work at heights, crane and rigging, excavations and trenching, scaffolding, electrical work, and confined space entry.

1.2.8 High Visibility Accident

A High Visibility Accident is any mishap which may generate publicity or high visibility.

1.2.9 Load Handling Equipment (LHE)

LHE is a term used to describe cranes, hoists and all other hoisting equipment (hoisting equipment means equipment, including crane, derricks, hoists and power operated equipment used with rigging to raise, lower or

SECTION 01 35 26.01 45 Page 8 horizontally move a load).

1.2.10 Medical Treatment

Medical Treatment is treatment administered by a physician or by registered professional personnel under the standing orders of a physician. Medical treatment does not include first aid treatment even through provided by a physician or registered personnel.

1.2.11 Near Miss

A Near Miss is a mishap resulting in no personal injury and zero property damage, but given a shift in time or position, damage or injury may have occurred (e.g., a worker falls off a scaffold and is not injured; a crane swings around to move the load and narrowly misses a parked vehicle).

1.2.12 Operating Envelope

The Operating Envelope is the area surrounding any crane or load handling equipment. Inside this "envelope" is the crane, the operator, riggers and crane walkers, other personnel involved in the operation, rigging gear between the hook, the load, the crane's supporting structure (i.e. ground or rail), the load's rigging path, the lift and rigging procedure.

1.2.13 Qualified Person (QP)

The QP is a person designated in writing, who, by possession of a recognized degree, certificate, or professional standing, or extensive knowledge, training, and experience, has successfully demonstrated their ability to solve or resolve problems related to the subject matter, the work, or the project.

1.2.14 Qualified Person, Fall Protection (QP for FP)

A QP for FP is a person meeting the requirements of EM 385-1-1 Appendix Q, and ASSP Z359.0 , with a recognized degree or professional certificate and with extensive knowledge, training and experience in the fall protection and rescue field who is capable of designing, analyzing, and evaluating and specifying fall protection and rescue systems.

1.2.15 USACE Property and Equipment

Interpret "USACE" property and equipment specified in USACE EM 385-1-1 as Government property and equipment.

1.2.16 Load Handling Equipment (LHE) Accident or Load Handling Equipment Mishap

A LHE accident occurs when any one or more of the eight elements in the operating envelope fails to perform correctly during operation, including operation during maintenance or testing resulting in personnel injury or death; material or equipment damage; dropped load; derailment;

two-blocking; overload; or collision, including unplanned contact between the load, crane, or other objects. A dropped load, derailment, two-blocking, overload and collision are considered accidents, even though no material damage or injury occurs. A component failure (e.g., motor burnout, gear tooth failure, bearing failure) is not considered an accident solely due to material or equipment damage unless the component failure results in damage to other components (e.g., dropped boom, dropped

SECTION 01 35 26.01 45 Page 9 load, or roll over). Document an LHE mishap using the Crane Hazard working group mishap reporting form.

1.2.17 Recordable Injuries or Illnesses

Recordable Injuries or Illnesses are any work-related injury or illness that results in:

a. Death, regardless of the time between the injury and death, or the length of the illness;

b. Days away from work (any time lost after day of injury/illness onset);

c. Restricted work;

d. Transfer to another job;

e. Medical treatment beyond first aid;

f. Loss of consciousness; or

g. A significant injury or illness diagnosed by a physician or other licensed health…