AMEND-0001_W9126G-16-B-0015.pdf

W45VAK60427933

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 solicitation is amended as stated on the pages follow ing:

BID OPENING DATE IS NOT EXTENDED AND REMAINS 23 JUNE 2016 @ 2:00 PM (CST)

1. CONTRACT ID CODE PAGE OF PAGES

J 1

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

16C. DATE SIGNED

BY

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W9126G-16-B-0015

X 9B. DATED (SEE ITEM 11)

23-May-2016

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

16-Jun-2016

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:

M3ODXMAN

Text Box

W9126G-16-B-0015

A0001-2

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

1. The specifications for Solicitation No. W9126G-16-B-0015, Gulf Intracoastal Waterway Texas, Chocolate Bayou Placement Area 1A – Cell 2 in Brazoria County, Texas, Containment Dike Construction, are hereby amended as follows:

a) Specifications.

(1) SECTION 00 11 00.0045, BID SCHEDULE – The enclosed SECTION 00 11 00.00 45, entitled BID SCHEDULE, supersedes that issued with this Solicitation.

(2) SECTION 00 21 00, BIDDING SCHEDULE/INSTRUCTIONS TO BIDDERS – The enclosed SECTION 00 21 00 entitled BIDDING SCHEDULE/INSTRUCTIONS TO BIDDERS, supersedes that issued with this Solicitation.

(3) SECTION 01 22 00.10, MEASUREMENT AND PAYMENT – The enclosed SECTION 01 22 00.10, entitled MEASUREMENT ANDPAYMENT, supersedes that issued with this Solicitation.

(4) SECTION 01 33 00, SUBMITTAL PROCEDURES, APPENDIX 1, SUBMITTAL

REGISTER – The enclosed SECTION 01 33 00, entitled SUBMITTAL PROCEDURES, APPENDIX 1, SUBMITTAL REGISTER, supersedes that issued with this Solicitation.

(5) SECTION 01 35 26.02 45, GOVERNMENTAL SAFETY REQUIREMENTS – The enclosed SECTION 01 35 26.02 45 entitled GOVERNMENTAL SAFETY REQUIREMENTS, supersedes that issued with this Solicitation.

(6) SECTION 31 37 17.00 45, SYNTHETIC FIBER REINFORCED CONCRETE REEF BALLS

- The enclosed SECTION 31 37 17.00 45, entitled SYNTHETIC FIBER REINFORCED CONCRETE REEF BALLS, supersedes that issued with this Solicitation.

(7) SECTION 35 31 19.10 45, ARTICULATING CONCRETE BLOCK MATS –SECTION 35 31

19.10 45, entitled ARTICULATING CONCRETE BLOCK MATS, has been deleted from this Solicitation.

(8) SECTION 35 31 19.22 45, STONE FILL FOR MARINE MATTRESSES –SECTION 35 31

19.22 45, entitled STONE FILL FOR MARINE MATTRESSES, supersedes SECTION 35 31

19.20 45, entitled STONE FILL FOR MARINE MATTRESSES, Originally issued with this Solicitation.

(9) SECTION 35 41 00, EARTHEN DIKE CONSTRUCTION – SECTION 35 41 00, entitled EARTHEN DIKE CONSTRUCTION, has been deleted from this Solicitation.

(10) SECTION 35 42 15.00 45, POLYMERIC GEOGRID MARINE MATTRESS – The enclosed SECTION 35 42 15.00 45, entitled POLYMERIC GEOGRID MARINE MATTRESS, supersedes that issued with this Solicitation.

b) Drawings.

(1) DRAWINGS NO. G-01. C-01, C-09, AND C-10 - The enclosed Drawings No. G-01. C-01, C- 09, AND C-10, supersede that issued with this Solicitation.

(2) DRAWING NO. C-11 – Drawing no. C-11 is deleted from this solicitation.

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

9 Encls:

1. SECTION 00 11 00.0045, BID SCHEDULE

2. SECTION 00 21 00, BIDDING SCHEDULE/INSTRUCTIONS TO BIDDERS

W9126G-16-B-0015

A0001-3

3. SECTION 01 22 00.10, MEASUREMENT AND PAYMENT

4. SECTION 01 33 00, SUBMITTAL PROCEDURES, APPENDIX 1, SUBMITTAL REGISTER

5. SECTION 01 35 26.02 45, GOVERNMENTAL SAFETY REQUIREMENTS

6. SECTION 31 37 17.00 45, SYNTHETIC FIBER REINFORCED CONCRETE REEF BALLS

7. SECTION 35 31 19.22 45, STONE FILL FOR MARINE MATTRESSES,

8. SECTION 35 42 15.00 45 POLYMERIC GEOGRID MARINE MATTRESS

9. DRAWINGS NO. G-01. C-01, C-09, AND C-10

SWG FILE NO.:IWW 1125-138 SOLICITATION NO.:W9126G-16-B-0015

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

1.2 MODIFICATIONS (CESWG)

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

-- End of Section Table of Contents --

DOCUMENT 00 11 00.00 45 Page 1

(TO ACCOMPANY AMENDMENT NO. 0001 TO SOLICITATION NO. W9126G-16-B-0015)

SECTION 00 11 00.00 45

BID SCHEDULE

AMENDMENT NO. 0001

PART 1 GENERAL

1.1 BID SCHEDULE

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 Stone Filled Geogrid Marine Mattress - Type II

2,000 L.F. $___________ $___________

0003 Stone Filled Geogrid Marine Mattress - Type III

4,150 L.F. $___________ $___________

0004 Stone Filled Geogrid Marine Mattress - Type I Station 0+00 to 40+00

1,050 L.F. $___________ $___________

0005 Stone Filled Geogrid Marine Mattress - Type II Station 0+00 to 40+00

2,950 L.F $___________ $___________

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 2

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

0006 Synthetic Fiber Reinforced Concrete Reef Balls

2,400 EA. $___________ $___________

TOTAL OPTION NO. 1 $___________

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

NOTE: The Government may exercise Option No. 1 by written notice to the Contractor no later than 100 days prior to completion of all authorized work. Award of Option No. 1 is contingent upon availability of funds. No additinal time will be added to this contract for completion of Option No.

1.

DOCUMENT 00 11 00.00 45 Page 3

(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

0007 Stone Filled Geogrid Marine Mattress - Type IV

4,150 L.F. $___________ $___________

TOTAL OPTION NO. 2 $___________

TOTAL SCHEDULE NO. 1 AND OPTION NOS. 1 AND 2 $___________

NOTE: The Government may exercise Option No. 2 by written notice to the Contractor no later than 100 days prior to completion of all authorized work. Award of Option No. 1 is contingent upon availability of funds. No additinal time will be added to this contract for completion of Option No.

2.

DOCUMENT 00 11 00.00 45 Page 4

(TO BE ATTACHED TO STANDARD FORM 1442)

1.2 MODIFICATIONS (CESWG)

If a modification to a bid based on unit prices is submitted, which provides for a lump sum adjustment to the total estimated cost, the application of the lump sum adjustment of each unit price in the bid schedule must be stated. If it is not stated, the bidder agrees that the lump sum adjustment shall be applied on a pro rata basis to every unit price in the bid schedule.

1.3 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).

-- End of Document --

DOCUMENT 00 11 00.00 45 Page 5

Section 00 21 00 - Page 1

(TO ACCOMPANY AMENDMENT 0001 TO SOLICITATION NO. W9126G-16-B-0015)

Section 00 21 00 - Instructions, Conditions and Notices to Offerors

INSTRUCTIONS

1.1 ESTIMATED CONSTRUCTION PRICE RANGE (APR 1985) (FAR 36.204)

The estimated price range of the proposed construction is between $5,000,000 and $10,000,000.

1.2 TECHNICAL INFORMATION (CESWG-CT)

For technical information regarding the plans and specifications submit your request through Bidder’s Inquiry, see paragraph 1.7 below for further instructions..

1.3 PREAWARD INFORMATION CONSTRUCTION (CESWG-CT)

The apparent Low bidder shall, upon request of the Contracting Officer, furnish a statement within 10 calendar days after Bid Opening, of whether he is now or has ever been engaged in any work similar to that covered by the specifications herein, the dollar value thereof, the year in which such work was performed, and the manner of its execution, and giving such information as will tend to show the bidder's ability to prosecute the required work.

The "such other information" referred to above shall include but is not limited to the following:

(a) The name and address of the office or firm under which such similar work was performed.

(b) A list of key personnel available for the instant project and their qualifications.

(c) A copy of bidder's last year's financial statement, including the names of banks or other financial institutions with which the bidder conducts business. Such statement will be confidential.

(d) Business Financial Condition Evaluation. The evaluation factors listed below shall be prepared by the contractor's certified public accountant.

(1) Liquidity

- Current Ratio __________________

- Quick Ratio __________________

(2) Leverage -Debit/Net Worth __________________

(3) Operating Efficiency

- Return On Assets __________________

- Asset Turnover __________________

(4) Profitability

- % Return On Equity __________________

- % Return On Sales __________________

(e) A list of present commitments, including the dollar value thereof, and name of office under which the work is being performed.

(f) If bidder is a Large Business, a Sub-Contracting Plan, if required, must be submitted within 2 working days after Bid Opening.

1.4 BIDDER'S QUALIFICATIONS (CESWG-CT)

Before a bid is considered for award, the bidder may be requested by the Government to submit a statement regarding his previous experience in performing comparable work, his business and technical organization, financial resources, and plant available to be used in performing the work.

Section 00 21 00 - Page 2

1.5 CAUTIONS & REMINDERS TO BIDDERS (CESWG-CT)

All information required by the terms of the Invitation must be furnished.

MISTAKES OR OMISSIONS CAN BE COSTLY. Important items for you to check are included in but not limited to, those listed below. This checklist is furnished only to assist you in submitting a proper bid. Check as you read.

Have you acknowledged all amendments?

Have you completed SECTION 00 45 00, REPRESENTATIONS & CERTIFICATIONS portion of the bid package?

Is your bid properly signed?

If a bid guarantee is required, is it included with your bid? (A late bid guarantee is treated the same as a late bid).

Is your bid guarantee in the proper amount? Bid guarantee shall be in the amount of 20 percent of the amount of the bid, or $3 million, whichever is less.

If your bid guarantee is in the form of a bid bond, is the bond properly signed by both the bidder and surety and are all required seals affixed?

Is the name in which you submitted the bid the same on your bid as on your bid bond?

If required have you entered a unit price for each bid item?

(The Invitation will specifically state when this is necessary).

Are decimals in unit prices in the proper places? Are your figures legible?

Are the extensions of your unit prices, and your total bid price correct?

Are all erasures or corrections initialed by the person signing the bid?

I have not restricted my bid by altering the provisions of the Invitation.

Is the envelope containing your bid properly identified that it is a sealed bid and does it contain the correct invitation number and bid opening time?

Will your bid arrive on time? Late hand-carried bids will not be considered. Late mailed bids may be considered if sent by Registered or Certified Mail; if late receipt was due to delay in mails, or if specific requirements have been met. (See the portion of the Invitation pertaining to "Late Bids and Modifications or Withdrawals").

REMINDER TO BIDDERS

REMINDER #1 - Acknowledge all Amendments on the reverse side of SF 1442, Item 19, Solicitation, Offer, and Award.

Section 00 21 00 - Page 3

REMINDER #2 - The Contracting Officer signing this contract is the Primary Contracting Officer. However, any Contracting Officer assigned to the Galveston District may take formal action. See Section entitled "Specific Project Requirements".

1.6 SPECIAL INSTRUCTIONS PERTAINING TO HAND-CARRIED BIDS/OFFERS:

Hand-carried Bids/Offers must be delivered to: the Contract Specialist or Contracting Officer located at the US Army Corps of Engineers, Jadwin Building, 2000 Fort Point Road, Galveston District, Galveston, TX 77550. Not Later than the Due Date and Time. Bids/Offers will only be accepted by contracting personnel. Guards are not authorized to accept Bids/Offers on behalf of the Government.

Galveston District has a security gate located on Fort Point Rd and requires all occupants of the vehicle to have a valid driver’s license for entry.

Parking is limited. Firearms are not permitted on the installation. Offerors are cautioned to allow sufficient time for travelling over the causeway or ferry. Neither will constitute Government-caused delay.

Offerors are also cautioned that Galveston is an island that, during Spring Break and the Summer Season, can have traffic slowdowns and congestion because the District is collocated with the Bolivar Ferry traffic waiting to board and can delay access to the District Office.

(End of Clause)

1.7 BIDDER INQUIRY – PROJNET

1. Prospective Offerors should submit questions concerning this solicitation via Bidder Inquiry in ProjNet at www.projnet.org/projnet .

A. To submit and review bid inquiry items, bidders will need to be a current registered user or self-register into the system. To self-register, go to the aforementioned web page and click on the BID tab. Select Bidder Inquiry, select agency USACE, and enter the Bidder Inquiry Key for this solicitation listed below, your email address, and then click login. Fill in all required information and click create user. Verify that information on next screen is correct and click continue.

***Please Note: Offerors shall only submit one question per inquiry.

Inquiries containing multiple questions may be rejected.

B. From this page, you may view all bidder inquiries or add inquiry.

C. Offerors will receive an acknowledgement of their question via email, followed by an answer to their question after it has been processed by our technical team.

D. The Solicitation Number is: W9126G-16-B-0015

The Bidder Inquiry Key is: C2EB62-S9P594

2. The Bidder Inquiry System will be unavailable for new inquires fifteen

(15) calendar days prior to offer submission in order to ensure adequate time is allotted to form an appropriate response and amend the solicitation if necessary.

http://www.projnet.org/projnet

Section 00 21 00 - Page 4

3. Offerors are requested to review the specification in its entirety, review the Bidder Inquiry System for answers to questions prior to submission of a new inquiry.

4. The call center operates weekdays from 8AM to 5PM U.S. Central Time Zone (Chicago). The telephone number for the Call Center is 800-428-HELP.

5. Offers will be publicly opened at the date/time stated in the solicitation.

1.8 Service of Protest (SEP 2006)

(a) Protests, as defined in section 33.101 of the Federal Acquisition Regulation, that are filed directly with an agency, and copies of any protests that are filed with the Government Accountability Office (GAO), shall be served on the Contracting Officer (addressed as follows) by obtaining written and dated acknowledgment of receipt from the Contracting Officer, US Army Corps of Engineers, Galveston District, PO Box 1229, Galveston, Texas 77553-1229, Fax No. (409) 766-3010, submitting the protest at SWF-protest@usace.army.mil .

(b) The copy of any protest shall be received in the office designated above within one day of filing a protest with the GAO.

(End of Provision)

1.9 DAVIS-BACON ACT (CESWG-CT)

Paragraph entitled DAVIS-BACON ACT of (CONTRACT CLAUSES - Section 00 72 00, FAR 52.222-6) is applicable to this solicitation. Wage Rates will be incorporated by amendment, if they are not included in this solicitation.

CLAUSES INCORPORATED BY REFERENCE

52.204-7 System for Award Management JUL 2013 52.214-3 Amendments To Invitations For Bids DEC 1989 52.214-4 False Statements In Bids APR 1984 52.214-5 Submission Of Bids MAR 1997 52.214-6 Explanation To Prospective Bidders APR 1984 52.214-7 Late Submissions, Modifications, and

Withdrawals of Bids

NOV 1999

52.214-18 Preparation of Bids-Construction APR 1984 52.214-19 Contract Award-Sealed Bidding-

Construction

AUG 1996

52.214-34 Submission Of Offers In The English Language

APR 1991

52.214-35 Submission Of Offers In U.S. Currency APR 1991 52.217-4 Evaluation Of Options Exercised At The

Time Of Contract Award

JUN 1988

52.217-5 Evaluation Of Options JUL 1990 52.225-10 Notice of Buy American Requirement--

Construction Materials

MAY 2014

(AM#1)

mailto:SWF-protest@usace.army.mil

Section 00 21 00 - Page 5

52.225-12 Notice of Buy American Requirement - Construction Materials Under Trade Agreements

MAY 2014

CLAUSES INCORPORATED BY FULL TEXT

52.214-15 PERIOD FOR ACCEPTANCE OF BIDS (APR 1984)

In compliance with the solicitation, the bidder agrees, if this bid is accepted within 60 calendar days (60 calendar days unless a different period is inserted by the bidder) from the date specified in the solicitation for receipt of bids, to furnish any or all items upon which prices are bid at the price set opposite each item, delivered at the designated point(s), within the time specified in the Schedule.

(End of clause)

CLAUSES INCORPORATED BY FULL TEXT

52.216-1 TYPE OF CONTRACT (APR 1984)

The Government contemplates award of a firm fixed price contract resulting from this solicitation.

(End of provision)

52.222-23 NOTICE OF REQUIREMENT FOR AFFIRMATIVE ACTION TO ENSURE EQUAL

EMPLOYMENT OPPORTUNITY FOR CONSTRUCTION (FEB 1999)

(a) The offeror's attention is called to the Equal Opportunity clause and the Affirmative Action Compliance Requirements for Construction clause of this solicitation.

(b) The goals for minority and female participation, expressed in percentage terms for the Contractor's aggregate workforce in each trade on all construction work in the covered area, are as follows:

Goals for minority participation for each trade

Goals for female participation for each trade

Brazoria County, TX

– 27.3%

6.9%

These goals are applicable to all the Contractor's construction work performed in the covered area. If the Contractor performs construction work in a geographical area located outside of the covered area, the Contractor shall apply the goals established for the geographical area where the work is actually performed. Goals are published periodically in the Federal Register in notice form, and these notices may be obtained from any Office of Federal Contract Compliance Programs office.

(c) The Contractor's compliance with Executive Order 11246, as amended, and

Section 00 21 00 - Page 6 the regulations in 41 CFR 60-4 shall be based on (1) its implementation of the Equal Opportunity clause, (2) specific affirmative action obligations required by the clause entitled "Affirmative Action Compliance Requirements for Construction,'' and (3) its efforts to meet the goals. The hours of minority and female employment and training must be substantially uniform throughout the length of the contract, and in each trade. The Contractor shall make a good faith effort to employ minorities and women evenly on each of its projects. The transfer of minority or female employees or trainees from Contractor to Contractor, or from project to project, for the sole purpose of meeting the Contractor's goals shall be a violation of the contract, Executive Order 11246, as amended, and the regulations in 41 CFR 60-4. Compliance with the goals will be measured against the total work hours performed.

(d) The Contractor shall provide written notification to the Deputy Assistant Secretary for Federal Contract Compliance, U.S. Department of Labor, within 10 working days following award of any construction subcontract in excess of $10,000 at any tier for construction work under the contract resulting from this solicitation. The notification shall list the --

(1) Name, address, and telephone number of the subcontractor;

(2) Employer's identification number of the subcontractor;

(3) Estimated dollar amount of the subcontract;

(4) Estimated starting and completion dates of the subcontract; and

(5) Geographical area in which the subcontract is to be performed.

(e) As used in this Notice, and in any contract resulting from this solicitation, the "covered area" is Texas – SMSA – Non-SMSA Brazoria County, Texas..

52.233-2 SERVICE OF PROTEST (SEP 2006)

(a) Protests, as defined in section 33.101 of the Federal Acquisition Regulation, that are filed directly with an agency, and copies of any protests that are filed with the Government Accountability Office (GAO), shall be served on the Contracting Officer (addressed as follows) by obtaining written and dated acknowledgment of receipt from the Contracting Officer, U.S. Army Corps of Engineers, Ft. Worth District, PO Box 1229, Galveston, Texas 77553-1229, submitting the protest at SWF-protest@usace.army.mil.”

(b) The copy of any protest shall be received in the office designated above within one day of filing a protest with the GAO.

Section 00 21 00 - Page 7

52.236-27 SITE VISIT (CONSTRUCTION) (FEB 1995)

(a) The clauses at 52.236-2, Differing Site Conditions, and 52.236-3, Site Investigations and Conditions Affecting the Work, will be included in any contract awarded as a result of this solicitation. Accordingly, offerors or quoters are urged and expected to inspect the site where the work will be performed.

(b) Site visits may be arranged during normal duty hours by contacting:

Name: Terri Carlson, Construction Project Manager Address: terri.carlson@usace.army.mil Telephone: 409-766-3176

52.252-1 SOLICITATION PROVISIONS INCORPORATED BY REFERENCE (FEB 1998)

This solicitation incorporates one or more solicitation provisions by reference, with the same force and effect as if they were given in full text.

Upon request, the Contracting Officer will make their full text available.

The offeror is cautioned that the listed provisions may include blocks that must be completed by the offeror and submitted with its quotation or offer.

In lieu of submitting the full text of those provisions, the offeror may identify the provision by paragraph identifier and provide the appropriate information with its quotation or offer. Also, the full text of a solicitation provision may be accessed electronically at this/these address(es):

http://farsite.hill.af.mil/

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.10

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SUBMITTALS

1.2 LUMP SUM PAYMENT ITEMS

1.2.1 Mobilization and Demobilization

1.2.1.1 Payment

1.2.1.2 Unit of Measure

1.3 UNIT PRICE PAYMENT ITEMS

1.3.1 Stone Filled Geogrid Marine Mattresses

1.3.1.1 Payment

1.3.1.2 Unit of Measure

1.3.2 (AM#1)DELETED

1.3.3 Synthetic Fiber Reinforced Concrete Reef Balls

1.3.3.1 Payment

1.3.3.2 Unit of Measure

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section Table of Contents --

SECTION 01 22 00.10 Page 1

SECTION 01 22 00.10

MEASUREMENT AND PAYMENT

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. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Surveys

Submit drawings of surveys during progress of work by soundings or sweepings.

SD-03 Product Data

Gaging Table Data Weight certificates Weight Scale Certification Certified Weight Scale Tickets

Submit certified weight certificates for quality control.

1.2 LUMP SUM PAYMENT ITEMS

Payment items for the work of this Contract for which Contract lump sum payments will be made are listed in the BIDDING 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, shall be 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 shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor Quality Control, 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," in Schedule No.

1, will include the costs in connection with mobilization and demobilization of the plant 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 sites. Payment for mobilization and demobilization will be pursuant to the conditions of

SECTION 01 22 00.10 Page 2 the Section 00 72 00.

1.2.1.2 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 shall constitute 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 the work required for each of the unit price items.

1.3.1 Stone Filled Geogrid Marine Mattresses

1.3.1.1 Payment

(AM#1)Payment for "Stone Filled Geogrid Marine Mattress - Type II", "Stone Filled Geogrid Marine Mattress - Type III", "Stone Filled Geogrid Marine Mattress - Type I Station 0+00 to 40+00", and "Stone Filled Geogrid Marine Mattress - Type II Station 0+00 to 40+00", in Schedule No. 1, and "Stone Filled Geogrid Marine Mattress - Type IV", in Option No. 2, shall be included in the contract unit price, which shall include, but is not limited to, the costs of assembling the marine mattresses with stone fills, foundation layer preparation, placement of marine mattresses and final preparation as shown; placement of geotextile filter fabric as shown;

warning signs; and constructing transition areas where required; surveys for acceptance; and cleanup as specified herein and as shown. Corrective actions during this contract that are required to address deficiencies in the initial construction will be included in this price.

Payment for "Stone Filled Geogrid Marine Mattress - Type II" and "Stone Filled Geogrid Marine Mattress - Type III", "Stone Filled Geogrid Marine Mattress - Type I Station 0+00 to 40+00", "Stone Filled Geogrid Marine Mattress - Type II Station 0+00 to 40+00" in Option No. 1, and "Stone Filled Geogrid Marine Mattress - Type IV" in Option No. 4 shall be included in the contract unit price, which shall include, but is not limited to, the costs of assembling the marine mattresses with stone fills, foundation layer preparation, placement of marine mattresses and final preparation as shown; placement of geotextile filter fabric as shown; warning signs; and constructing transition areas where required; surveys for acceptance; and cleanup as specified herein and as shown. Corrective actions during this contract that are required to address deficiencies in the initial construction will be included in this price. NOTE: Either Option No. 1 or Option No. 2 will be awarded.

1.3.1.2 Unit of Measure

Unit of measure: Linear Foot.

1.3.2 (AM#1)DELETEDEarthen Dike - Station 0+00 to Station 40+00

1.4.2.1 Payment

Payment for "Earthen Dike - Station 0+00 to Station 40+00," in Option No.

SECTION 01 22 00.10 Page 3

2, will be made for costs associated with the completion of the Earthen Dike, which includes but is not limited to performance of required excavation and other incidental works; dispose of excess and unsuitable materials, construct earthen dike openings, install stone filled geogrid marine mattresses for erosion prevention at the openings which include armor on the dike with articulate concrete block mats (ACBM), geotextiles, galvanized earthen anchors, and reef balls as shown. NOTE:

Either Option No. 1 or Option No. 2 will be awarded.

1.3.4.2 Unit of Measure

Unit of measure: Linear Foot

1.3.3 Synthetic Fiber Reinforced Concrete Reef Balls

1.3.3.1 Payment

Payment for the synthetic fiber reinforced concrete reef balls will be made at the contract unit price for "Synthetic Fiber Reinforced Concrete Reef Balls" in (AM#1)Option No. 1Option No. 2 and Option No. 3will include but is not limited to material, labor, fabrication, testing, inspection, transportation, and installation to complete the work as specified.

1.3.3.2 Unit of Measure

Unit of measure: Each.

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section --

SECTION 01 22 00.10 Page 4

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 3 PAGES

CHOCOLATE BAYOU PA1

01 22 00.10 SD-02 Shop Drawings Surveys

SD-03 Product Data Gaging Table Data Weight certificates Weight Scale Certification Certified Weight Scale Tickets

01 35 26.02 45 SD-01 Preconstruction Submittals

1.6 G AAccident Prevention Plan (APP)

1.7 G AActivity Hazard Analysis (AHA)

1.5.1.2 G ACrane Operator Qualifications

and/or Certifications SD-06 Test Reports

1.11Notifications and Reports SD-07 Certificates

1.8Confined Space Entry Permit 1.8Hot work permit 1.11.4Certificate of Compliance (Crane)

Third Party Certification of Barge-Mounted Mobile Cranes

31 37 17.00 45 SD-02 Shop Drawings GReef Balls

SD-06 Test Reports 2.1.6.1Synthetic Fiber

Synthetic Cables Compressive Strength Testing

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P H

C L A S S I F I C A T I O N

G O V T

O R

A E

R E V W

R SUBMIT

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

A C T I O N

C O D E

DATE

OF

ACTION

DATE FWD

TO APPR

AUTH/

DATE RCD

FROM

CONTR

DATE FWD

TO OTHER

REVIEWER

DATE RCD

FROM OTH

REVIEWER

A C T I O N

C O D E

DATE

OF

ACTION

MAILED

TO

CONTR/

DATE RCD

FRM APPR

AUTH REMARKS

(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

Section 01 33 00-A1

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 2 OF 3 PAGES

31 37 17.00 45 2.1.1Cement SD-11 Closeout Submittals Synthetic Fiber Reinforced Reef Balls

35 31 19.22 45 SD-03 Product Data GCrushed Recycle Concrete GCrushed Recycle Fired Masonry

Bricks GNatural Stone Materials

SD-04 Samples GFill Materials

SD-06 Test Reports GGradation Test

Bulk Specific Gravity SD-07 Certificates Crushed Recycle Materials Natural Stone Materials

GLaboratory Weigh Scale Certification Certified Weight Scale Tickets

35 42 35.00 45 SD-02 Shop Drawings GInstallation

SD-03 Product Data Allowable Strength

1.6Manufacturer SD-04 Samples

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P

A S S I F I C A T I O N

G O V T

O R

A E

R E V W

R SUBMIT

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

A C T I O N

C O D E

DATE

OF

ACTION

DATE FWD

TO APPR

AUTH/

DATE RCD

FROM

CONTR

DATE FWD

TO OTHER

REVIEWER

DATE RCD

FROM OTH

REVIEWER

A C T I O N

C O D E

DATE

OF

ACTION

MAILED

TO

CONTR/

DATE RCD

FRM APPR

AUTH REMARKS

(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

Section 01 33 00-A2

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 3 OF 3 PAGES

35 42 35.00 45 GMarine Mattress Geogrid GBraid GMechanical connection elements

SD-06 Test Reports Geogrid Reinforcement Coefficient of Interaction Interface Friction Testing Splices Conformance Testing

SD-07 Certificates Geogrid Certificates of Compliance

SD-08 Manufacturer’s Instructions Manufacturer's Instruction

SD-09 Manufacturer’s Field Reports Roll Values

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P

A S S I F I C A T I O N

G O V T

O R

A E

R E V W

R SUBMIT

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

A C T I O N

C O D E

DATE

OF

ACTION

DATE FWD

TO APPR

AUTH/

DATE RCD

FROM

CONTR

DATE FWD

TO OTHER

REVIEWER

DATE RCD

FROM OTH

REVIEWER

A C T I O N

C O D E

DATE

OF

ACTION

MAILED

TO

CONTR/

DATE RCD

FRM APPR

AUTH REMARKS

(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

Section 01 33 00-A3

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 35 26.02 45

GOVERNMENTAL SAFETY REQUIREMENTS

PART 1 GENERAL

1.1 REFERENCES

1.2 DEFINITIONS

1.2.1 Competent Person (CP)

1.2.2 Medical Treatment

1.2.3 Load Handling Equipment (LHE) Accident or Load Handling

Equipment Mishap

1.2.4 Operating Envelope

1.2.5 Recordable Injuries or Illnesses

1.2.6 USACE Property and Equipment

1.2.7 Qualified Person (QP)

1.2.8 Arc Flash

1.2.9 Mishap

1.3 SUBMITTALS

1.4 REGULATORY REQUIREMENTS

1.5 SITE QUALIFICATIONS, DUTIES, AND MEETINGS

1.5.1 Personnel Qualifications

1.5.1.1 Site Safety and Health Officer (SSHO)

1.5.1.2 Crane Operator Qualifications and/or Certifications

1.5.2 Personnel Duties

1.5.2.1 Site Safety and Health Officer (SSHO)

1.5.3 Meetings

1.5.3.1 Preconstruction Conference

1.6 ACCIDENT PREVENTION PLAN (APP)

1.7 ACTIVITY HAZARD ANALYSIS (AHA)

1.8 DISPLAY OF SAFETY INFORMATION

1.9 SITE SAFETY REFERENCE MATERIALS

1.10 EMERGENCY MEDICAL TREATMENT

1.11 NOTIFICATIONS AND REPORTS

1.11.1 Accident Notification

1.11.2 Accident Reports

1.11.3 Crane Reports

1.11.4 Certificate of Compliance (Crane)

1.12 HOT WORK

1.13 SEVERE STORM PLAN

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION

3.1 CONSTRUCTION AND OTHER WORK

3.1.1 Hazardous Material Exclusions

3.2 EQUIPMENT

3.2.1 Material Handling Equipment

3.2.2 Weight Handling Equipment

3.2.3 Amphibious Excavators

SECTION 01 35 26.02 45 Page 1

3.3 SUBMERGED AND FLOATING PIPELINE

3.3.1 Pipeline

3.4 FLOATING PLANT INSPECTION AND CERTIFICATION

3.5 EXCAVATIONS

3.5.1 Utility Locations

3.5.2 Utility Location Verification

-- End of Section Table of Contents --

SECTION 01 35 26.02 45 Page 2

SECTION 01 35 26.02 45

GOVERNMENTAL SAFETY REQUIREMENTS

AMENDMENT NO. 0001

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 ENGINEERS (ASSE/SAFE)

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

ASME INTERNATIONAL (ASME)

ASME B30.22 (2010) Articulating Boom Cranes

ASME B30.5 (2014) Mobile and Locomotive Cranes

ASME B30.8 (2010) Floating Cranes and Floating Derricks

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 10 (2013) Standard for Portable Fire Extinguishers

NFPA 241 (2013; Errata 2015) Standard for Safeguarding Construction,Alteration, and Demolition Operations

NFPA 51B (2014) Standard for Fire Prevention During Welding, Cutting, and Other Hot Work

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

ER 385-1-99 (2010) USACE Accident Investigation and Reporting

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

29 CFR 1926 Safety and Health Regulations for Construction

29 CFR 1926.16 Rules of Construction

SECTION 01 35 26.02 45 Page 3

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 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.

1.2.3 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 load, or roll over). Document any mishap that meets the criteria described in the Contractor Significant Incident Report (CSIR).

1.2.4 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.

1.2.5 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;

SECTION 01 35 26.02 45 Page 4

f. Loss of consciousness; or

g. A significant injury or illness diagnosed by a physician or other licensed health care professional, even if it did not result in (a) through (f) above.

1.2.6 USACE Property and Equipment

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

1.2.7 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.

1.2.8 Arc Flash

An arc flash is a voltage breakdown of the resistance of air resulting in an arc which can occur where there is sufficient voltage in an electrical system and a path to ground or lower voltage causing damage to equipment, bodily injury, or death.

1.2.9 Mishap

A mishap is any unplanned, undesired event that occurs during the course of work being performed. The term "mishap" includes accidents, incidents and near misses.

1.3 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. The following shall be submitted in accordance with the SECTION 01 33 00 SUBMITTAL PROCEDURES:

Government acceptance, as defined in EM 385-1-1, is required for submittals with a "G,A" designation.

SD-01 Preconstruction Submittals

Accident Prevention Plan (APP); G,A Activity Hazard Analysis (AHA); G,A Crane Operator Qualifications and/or Certifications; G,A

Submit for acceptance at least 15 days prior to any start of crane/derrick work all certificates, physical examinations for operators and proofs in written form in accordance with specified requirements in EM 385-1-1 and OSHA 1926 Subpart CC.

SD-06 Test Reports

Notifications and Reports

Submit reports as their incidence occurs, in accordance with the

SECTION 01 35 26.02 45 Page 5 requirements of the paragraph, NOTIFICATIONS AND REPORTS.

SD-07 Certificates

Confined Space Entry Permit Hot work permit Certificate of Compliance (Crane) Third Party Certification of Barge-Mounted Mobile Cranes

Submit one copy of each permit or certificate attached to each Daily Quality Control Report.

1.4 REGULATORY REQUIREMENTS

In addition to the detailed requirements included in the provisions of this Contract, comply with the most recent edition of USACE EM 385-1-1, and the following Federal, State, and local laws, ordinances, criteria, rules and regulations. Submit matters of interpretation of standards to the appropriate administrative agency for resolution before starting work.

Where the requirements of this specification, applicable laws, criteria, ordinances, regulations, and referenced documents vary, the most stringent requirements govern.

1.5 SITE QUALIFICATIONS, DUTIES, AND MEETINGS

1.5.1 Personnel Qualifications

1.5.1.1 Site Safety and Health Officer (SSHO)

Provide an SSHO that meets the requirements of EM 385-1-1 Section 1. The SSHO must ensure that the requirements of 29 CFR 1926.16 are met for the project. Provide a Safety oversight team that includes a minimum of one

(1) person at each project site to function as the Site Safety and Health Officer (SSHO). The SSHO or an equally-qualified Alternate SSHO must be at the work site at all times to implement and administer the Contractor's safety program and government-accepted Accident Prevention Plan. The SSHO and Alternate SSHO must have the required training, experience, and qualifications in accordance with EM 385-1-1 Section 01.A.17, and all associated sub-paragraphs. No more than 2 alternate SSHO's shall be assigned on the Contract.

If the SSHO is off-site for a period longer than 24 hours, an equally-qualified alternate SSHO must be provided and must fulfill the same roles and responsibilities as the primary SSHO. When the SSHO is temporarily (up to 24 hours) off-site, a Designated Representative (DR), as identified in the AHA may be used in lieu of an Alternate SSHO, and must be on the project site at all times when work is being performed. Note that the DR is a collateral duty safety position, with safety duties in addition to their full time occupation.

(AM#1)The SSHO on this project will be a full time and stand-alone position with no project duties.

1.5.1.2 Crane Operator Qualifications and/or Certifications

The employer must ensure that, prior to operating any equipment covered under Section 16, the person operating the equipment is covered by paragraph 16.B.01 and 29 CFR 1926 Subpart CC, or is qualified or certified to operate the equipment in accordance with one of the following options:

SECTION 01 35 26.02 45 Page 6

a. Option 1. A current certification by an accredited crane operator testing organization. For a testing organization to be considered accredited to certify operators (Ref. EM 385-1-1, Section 16.B.03(a)(1-2));

b. Option 2. Qualification by the U.S. Military. An operator who is an employee of the U.S. military is considered qualified if he/she has a current operator qualification issued by the U.S. Military for operation of the equipment. An employee of the U.S. Military is a federal employee of the Department of Defense or Armed Forces and does not include employees of private contractors (this option includes USACE crane/derrick and hoist operators) and is further detailed in 16.B.04. (EM 385-1-1, Section 16.B.03(c));

c. Option 3. Licensing by a State or Local Government Entity. A government (state or local) licensing department/office that issues operator licenses for operating equipment covered by this section is considered a government accredited crane operator organization provided the following criteria are met (Ref. EM 385-1-1, Section 16.B.03(d)(1-5)).

1.5.2 Personnel Duties

1.5.2.1 Site Safety and Health Officer (SSHO)

The SSHO shall:

a. Conduct daily safety and health inspections and maintain a written log which includes area/operation inspected, date of inspection, identified hazards, recommended corrective actions, estimated and actual dates of corrections. Attach safety inspection logs to the Contractors' daily Quality Control Report.

b. Conduct mishap investigations and complete required reports. Maintain the OSHA Form 300 and Daily Production reports for prime and subcontractors.

c. Maintain applicable safety reference material on the jobsite.

d. Attend the preconstruction conference, pre-work meetings including preparatory inspection meeting, and periodic in-progress meetings.

e. Implement and enforce accepted APP and AHA.

f. Maintain a safety and health deficiency tracking system that monitors outstanding deficiencies until resolution. Post a list of unresolved safety and health deficiencies on the safety bulletin board.

g. Ensure subcontractor compliance with safety and health requirements.

h. Maintain a list of hazardous chemicals on-site and their Material Safety Data Sheets (MSDS).

Failure to perform the above duties will result in dismissal of the superintendent, CQ Manager, and/or SSHO, and a project work stoppage. The project work stoppage will remain in effect pending approval of a suitable replacement. Any changes is SSHO full time requirements must be approved in accordance with SWDR 385-1-12 and have Chief of Construction Branch and Chief of Safety and Occupational Health concurrence.

SECTION 01 35 26.02 45 Page 7

1.5.3 Meetings

1.5.3.1 Preconstruction Conference

a. Contractor representatives who have a responsibility or significant role in accident prevention on the project shall attend the preconstruction conference. This includes the project superintendent, SSHO, QC supervisor, or any other assigned safety and health professionals who participated in the development of the APP, including the AHA and special plans, program and procedures associated with it.

b. Discuss the details of the submitted APP to include incorporated plans, programs, procedures and a listing of anticipated AHA that will be developed and implemented during the performance of the Contract. This list of proposed AHA will be reviewed at the conference and an agreement will be reached between the Contractor and the Contracting Officer's representative as to which phases will require an analysis.

In addition, establish a schedule for the preparation, submittal, review, and acceptance of AHA to preclude project delays.

c. Deficiencies in the submitted APP will be brought to the attention of the Contractor at the preconstruction conference, and the Contractor shall revise the plan to Correct deficiencies and re-submit it for acceptance. Do not begin work until there is an accepted APP.

1.6 ACCIDENT PREVENTION PLAN (APP)

Use a qualified person to prepare the written site-specific APP. Prepare the APP in accordance with the format and requirements of USACE EM 385-1-1 and as supplemented herein. Cover all Paragraph and subparagraph elements in USACE EM 385-1-1, Appendix A, "Minimum Basic Outline for Accident Prevention Plan". Specific requirements for some of the APP elements are described below. The APP shall be job-specific and address any unusual or unique aspects of the project or activity for which it is written. The APP shall interface with the Contractor's overall safety and health program.

Include any portions of the Contractor's overall safety and health program referenced in the APP in the applicable APP element and made site-specific.

The Government considers the Prime Contractor to be the controlling…