Task_Order_0001_Specs_Repaint_-_Repair_Penstock_Gates_and_Lifting_Beams_....pdf

SPECIFICATIONS

(Task Order 0001 to Paint MATOC)

Solicitation No. W9128F18R0038_

Repaint/Repair Penstock Gates and Lifting Beams

Garrison Dam, ND

June 2018

US Army Corps of Engineers Omaha District

This page was intentionally left blank for duplex printing.

Repaint/Repair Penstock Gates and Lifting Beams Garrison Dam, ND

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 10 00-3 PRICING SCHEDULE

00 73 00 SPECIAL CONTRACT REQUIREMENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 22 00 MEASUREMENT AND PAYMENT

01 30 00.24 OTHER ADMINISTRATIVE AND SPECIAL REQUIREMENTS

01 33 00 SUBMITTAL PROCEDURES

01 57 20.00 10 ENVIRONMENTAL PROTECTION

DIVISION 05 - METALS

05 50 13 REPAIR OF STEEL AND WELDMENTS

05 50 14 LIFTING BEAM LOAD TESTING

DIVISION 09 - FINISHES

09 97 02 PAINTING: HYDRAULIC STRUCTURES

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 20 14 REPAIR AND REPAINT PENSTOCK GATES

-- End of Project Table of Contents --

PRICING SCHEDULE

00 10 00 Page 3

Item No._

Description

Estimated Quantity_

Unit

Amount

BASIC ITEMS

0001 All plant, material, and labor for rehabilitation of ten penstock gates and penstock gate lifting beams (including preconstruction submittals for weld repair, but excluding all other work for removal and replacement of defective welds)

Job

0002 All plant, material, and labor for emergency gate lifting beam load testing and NDT, emergency gate guide replacement, and roller housing installation

Job

OPTION 1

0003 Removal and replacement of existing defective fillet weld with size up to ¼”, not to exceed 50 linear feet

1 Job $_______________

OPTION 2

0004 Removal and replacement of existing defective fillet weld with size up to ½”, not to exceed 150 linear feet

OPTION 3

0005 Removal and replacement of existing defective partial joint penetration weld with size up to ½”, not to exceed 50 linear feet

OPTION 4

0006 Removal and replacement of existing defective complete joint penetration weld with thickness up to 1”, not to exceed 50 linear feet

OPTION 5

0007 Removal and replacement of existing defective complete joint penetration weld with thickness up to 1½”, not to exceed 50 linear feet

OPTION 6

0008 Replace deformed/cracked rollers and associated pins, links, and retaining rings as well as damaged cap screws on emergency gate.

PRICING SCHEDULE CONT.

00 10 00 Page 4

BASIC BID TOTAL (ITEMS 0001 and 0002) $_______________

OPTION TOTAL (ITEMS 0003-0008) $_______________

BASIC PLUS OPTIONS TOTAL (ITEMS 0001-0008) $_______________

NOTES:

1. Work for all submittals associated with removal and replacement of defective welds will be considered part of the basic bid.

2. Bid prices must be entered for all items of the schedule. Total amounts submitted without bid prices being entered on individual items will be rejected. Additions will be subject to verification by the Government. In case of variation between the unit prices and the total amount for each CLIN, the unit prices will be considered the bid.

3. A modification to a bid which provides for a single adjustment to the total amount bid, should state the application of the adjustment to each respective Job price affected. If the modification is not so apportioned, the single adjustment will be applied to Item No. 0001

4. See SECTION 00 21 00, INSTRUCTIONS, CONDITIONS, & NOTICES TO BIDDERS for evaluation of options.

The Government reserves the right to exercise the options within 730 days after issuance of Notice to Proceed.

Repaint Repair Penstock Gates and Lifting Beams, Garrison Dam ND GR90

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 73 00

SPECIAL CONTRACT REQUIREMENTS

5/00, Rev 5/03

PART 1 GENERAL

1.1 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984)

1.1.1 Start Work

1.1.2 Work Restrictions

1.2 LIQUIDATED DAMAGES-CONSTRUCTION (SEPT 2000)

1.3 Site Visit

1.4 (FAR 52.222-23) NOTICE OF REQUIREMENT FOR AFFIRMATIVE ACTION TO

ENSURE EQUAL EMPLOYMENT OPPORTUNITY FOR CONSTRUCTION (FEB 1999)

1.5 FAR 52.217-7 Option for Increased Quantity -- Separately Priced

Line Item (Mar 1989)

PART 2 NOT USED

PART 3 NOT USED

-- End of Section Table of Contents --

DOCUMENT 00 73 00 Page 1

SECTION 00 73 00

SPECIAL CONTRACT REQUIREMENTS

5/00, Rev 5/03

(This Section is a supplement section to the Multiple Award Task Order Contract (MATOC) for the Industrial Painting and Structural Repair MATOC.

See the full text section in the Basic MATOC for more information.)

PART 1 GENERAL

1.1 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984)

The Contractor shall commence work under this contract within ten (10) calendar days after the date of receipt of Notice to Proceed, prosecute said work diligently, and complete the entire work ready for use not later than 730 calendar days after receipt of Notice to Proceed. The time stated for completion shall include final cleanup of the premises. (FAR 52.211-10)

1.1.1 Start Work

Evidence that the Contractor has started procurement of materials, preparation and submission of shop drawings, preparation of subcontracts, and other preparatory work will satisfy the requirement that work commence within ten (10) calendar days after receipt of Notice to Proceed.

Therefore, work need not be commenced at the construction site within ten

(10) calendar days.

1.1.2 Work Restrictions

The Contractor will not be allowed on site until 01 February 2019.

1.2 LIQUIDATED DAMAGES-CONSTRUCTION (SEPT 2000)

(a) Liquidated damages for this Task Order are $1,225 for each calendar day of delay until the work is completed or accepted.

(See the Basic MATOC for full text.)

1.3 Site Visit

A site visit is scheduled for 20 June 2018 at 1:00 pm. Contractors interested in seeing the site need to make reservation with Leeann Wimer telephone (701) 654-7714 or by e-mail at Leeann.R.Wimer@usace.army.mil.

Contractors are to meet at the Intake Building (west end of the dam), Garrison Dam, Riverdale, ND.

1.4 (FAR 52.222-23) NOTICE OF REQUIREMENT FOR AFFIRMATIVE ACTION TO ENSURE

EQUAL EMPLOYMENT OPPORTUNITY FOR CONSTRUCTION (FEB 1999)

Goals for Minority Participation for Each Trade

4.4

(e) As used in this Notice, and in any contract resulting from this

DOCUMENT 00 73 00 Page 2 solicitation, the "covered area" is Minot, ND EA 152, which McLean county is a part of.

(See Basic MATOC for full text)

1.5 FAR 52.217-7 Option for Increased Quantity -- Separately Priced Line Item (Mar 1989)

The Government may require the delivery of the numbered line item, identified in the Schedule as an option item, in the quantity and at the price stated in the Schedule. The Contracting Officer may exercise the option by written notice to the Contractor within 30 days. Delivery of added items shall continue at the same rate that like items are called for under the contract, unless the parties otherwise agree.

(End of Clause)

PART 2 NOT USED

PART 3 NOT USED

-- End of Section --

DOCUMENT 00 73 00 Page 3

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

MEASUREMENT AND PAYMENT

6/2000

PART 1 Rehabilitate Penstock Gates and Lifting Beams

1.1 Work Included

1.2 Measurement

1.3 Payment

PART 2 Repair Emergency Gate and Load Test/NDT Lifting Beam

2.1 Work Included

2.2 Measurement

2.3 Payment

PART 3 Remove and Replace Existing Defective Weld - 1/4" Fillet (Bid Option 1)

3.1 Work Included

3.2 Measurement

3.3 Payment

PART 4 Remove and Replace Existing Defective Weld - 1/2" Fillet (Bid Option 2)

4.1 Work Included

4.2 Measurement

4.3 Payment

PART 5 Remove and Replace Existing Defective Weld - 1/2" PJP (Bid Option 3)

5.1 Work Included

5.2 Measurement

5.3 Payment

PART 6 Remove and Replace Existing Defective Weld - 1" CJP (Bid Option 4)

6.1 Work Included

6.2 Measurement

6.3 Payment

PART 7 Remove and Replace Existing Defective Weld - 1.5" CJP (Bid Option 5)

7.1 Work Included

7.2 Measurement

7.3 Payment

SECTION 01 22 00 Page 1

PART 8 Replace Emergency Gate Rollers and Hardware (Bid Option 6)

8.1 Work Included

8.2 Measurement

8.3 Payment

SECTION 01 22 00 Page 2

SECTION 01 22 00

MEASUREMENT AND PAYMENT

6/2000

SCOPE: This section covers the methods and procedures which will be used to measure the Contractor's work and to effect payment.

GENERAL: The general outline of the principal features of each item as listed does not in any way limit the responsibility of the Contractor for making a thorough investigation of the Drawings and Specifications to determine the scope of work under the entire Contract. Payment to the Contractor of the amounts based on the quantities of work as measured in accordance with the specified methods of measurement and the prices stipulated in the accepted proposal will constitute complete compensation for all work shown on the Drawings, provided in the specifications or other Contract Documents and all costs of accepting the general risks, liabilities and obligations expressed or implied. Payment under all items shall include, but not necessarily be limited to, compensation for furnishing all supervision, labor, equipment, and materials and services (including overhead and profit), as well as performing all work required to accomplish and complete the work specified under each item and all other work required.

LUMP SUM ITEMS

Quantities: The quantities under lump sum items will not be measured except for the purpose of determining reasonable interim payments.

Interim Payments: Interim payments will be made in accordance with the estimated value of work done as determined by the CO or as specified in this section, and in accordance with contract clause for payments.

UNIT PRICE ITEMS

Payments to Contractor: Payments will be made to the Contractor and approved by for unit price items in accordance with measurements determined by CO at the unit prices entered in the proposal schedule.

Interim Measurement/Payments: Interim measurements and/or payments may be adjusted to take account of partially completed work.

BIDDING ITEMS

PART 1 Rehabilitate Penstock Gates and Lifting Beams

1.1 Work Included

All plant, material, and labor for rehabilitation of ten penstock gates and ten penstock gate lifting beams (including submittals for weld repair, but excluding all other work for removal and replacement of defective welds).

This work includes items 1, 2, 3, 4, 5, 6, 7, 9, 10, 11, 12, 13, 15, 16, 17, 18, 19, 20, and 21 listed under Project Scope on Sheet S-101. This work includes the Independent Painting Inspector as required by Section 09 97 02 Paragraph 1.5.5.

SECTION 01 22 00 Page 3

1.2 Measurement

Lump Sum.

1.3 Payment

Payment for this item will be a lump sum, with progressive payments, based on the percentage of work completed.

PART 2 Repair Emergency Gate and Load Test/NDT Lifting Beam

2.1 Work Included

All plant, material, and labor for emergency gate lifting beam load testing and NDT, emergency gate guide replacement, and roller housing installation.

This work includes items 1, 2, 3, 4, 5, 7, 9, 10, 11, 15, 17, 19, and 21 listed under Project Scope on Sheet S-101.

2.2 Measurement

Lump Sum.

2.3 Payment

Payment for this item will be a lump sum, with progressive payments, based on the percentage of work completed.

PART 3 Remove and Replace Existing Defective Weld - 1/4" Fillet (Bid Option 1)

3.1 Work Included

All plant, material, and labor to remove and replace existing defective fillet weld with size up to 1/4". Quantity is not to exceed 50 feet.

Perform work according to specification Section 05 50 13: STEEL NDT AND REPAIR. This work is listed as item 8 under Project Scope on Sheet S-101.

3.2 Measurement

Lump Sum.

3.3 Payment

Payment for this item will be a lump sum, with progressive payments, based on the percentage of work completed.

PART 4 Remove and Replace Existing Defective Weld - 1/2" Fillet (Bid Option 2)

4.1 Work Included

All plant, material, and labor to remove and replace existing defective fillet weld with size up to 1/2". Quantity is not to exceed 150 feet.

Perform work according to specification Section 05 50 13: STEEL NDT AND REPAIR. This work is listed as item 8 under Project Scope on Sheet S-101.

4.2 Measurement

Lump Sum.

SECTION 01 22 00 Page 4

4.3 Payment

Payment for this item will be a lump sum, with progressive payments, based on the percentage of work completed.

PART 5 Remove and Replace Existing Defective Weld - 1/2" PJP (Bid Option 3)

5.1 Work Included

All plant, material, and labor to remove and replace existing defective partial joint penetration weld with size up to 1/2". Quantity is not to exceed 50 feet. Perform work according to specification Section 05 50 13:

STEEL NDT AND REPAIR. This work is listed as item 8 under Project Scope on Sheet S-101.

5.2 Measurement

Lump Sum.

5.3 Payment

Payment for this item will be a lump sum, with progressive payments, based on the percentage of work completed.

PART 6 Remove and Replace Existing Defective Weld - 1" CJP (Bid Option 4)

6.1 Work Included

All plant, material, and labor to remove and replace existing defective complete joint penetration weld with thickness up to 1". Quantity is not to exceed 50 feet. Perform work according to specification Section 05 50 13:

STEEL NDT AND REPAIR. This work is listed as item 8 under Project Scope on Sheet S-101.

6.2 Measurement

Lump Sum.

6.3 Payment

Payment for this item will be a lump sum, with progressive payments, based on the percentage of work completed.

PART 7 Remove and Replace Existing Defective Weld - 1.5" CJP (Bid Option 5)

7.1 Work Included

All plant, material, and labor to remove and replace existing defective complete joint penetration weld with thickness up to 1.5". Quantity is not to exceed 50 feet. Perform work according to specification Section 05 50 13: STEEL NDT AND REPAIR. This work is listed as item 8 under Project Scope on Sheet S-101.

7.2 Measurement

Lump Sum.

SECTION 01 22 00 Page 5

7.3 Payment

Payment for this item will be a lump sum, with progressive payments, based on the percentage of work completed.

PART 8 Replace Emergency Gate Rollers and Hardware (Bid Option 6)

8.1 Work Included

All plant, material, and labor to replace deformed/cracked rollers and associated pins, links, and retaining rings as well as damaged cap screws on the emergency gate. Perform work according to specification Section 35 20 14: REPAIR AND REPAINT PENSTOCK GATES. This work is listed as item 14 under Project Scope on Sheet S-101.

8.2 Measurement

Lump Sum.

8.3 Payment

Payment for this item will be a lump sum, with progressive payments, based on the percentage of work completed.

SECTION 01 22 00 Page 6

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 30 00.24

OTHER ADMINISTRATIVE AND SPECIAL REQUIREMENTS

4/07; Rev 2/08

PART 1 GENERAL

1.1 ANTITERRORISM (AT)/OPERATIONS SECURITY (OPSEC) PROVISIONS

1.2 SUBMITTALS

1.3 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

1.4 WAGE RATE APPLICATION

1.5 AS-BUILT DRAWINGS

1.6 WATER USAGE

1.7 SUBCONTRACTS (Aug 1998)

PART 2 NOT USED

PART 3 NOT USED

SECTION 01 30 00.24 Page 1

SECTION 01 30 00.24

OTHER ADMINISTRATIVE AND SPECIAL REQUIREMENTS

4/07; Rev 2/08

(This Section is a supplement section to the Multiple Award Task Order Contract (MATOC) for the Industrial Painting and Structural Repair MATOC.

See the full text section in the Basic MATOC for more information.)

PART 1 GENERAL

Attachments: General Wage Decision No. ND180031

1.1 ANTITERRORISM (AT)/OPERATIONS SECURITY (OPSEC) PROVISIONS

1. AT Level I Training

All contractor employees, to include subcontractor employees, requiring access to Army installations, facilities, controlled access areas, or require network access, shall complete AT Level I awareness training within 30 calendar days after contract start date or effective date of incorporation of this requirement into the contract, whichever is applicable. Upon request, the contractor shall submit certificates of completion for each affected contractor employee and subcontractor employee, to the COR or to the contracting officer (if a COR is not assigned), within 5 calendar days after completion of training by all employees and subcontractor personnel. AT Level I awareness training is available at the following website:

http://jko.jten.mil/courses/atl1/launch.html ; or it can be provided by the RA ATO in presentation form which will be documented via memorandum."

2. Access and General Protection/Security Policy and Procedures

All contractor and all associated sub-contractors employees shall comply with applicable installation, facility and area commander installation/ facility access and local security policies and procedures (provided by government representative). The contractor shall also provide all information required for background checks to meet installation/facility access requirements to be accomplished by installation Provost Marshal Office, Director of Emergency Services or Security Office. Contractor workforce must comply with all personal identity verification requirements (FAR clause 52.204-9, Personal Identity Verification of Contractor Personnel) as directed by DOD, HQDA and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any installation or facility change, the Government may require changes in contractor security matters or processes. Directions for background check are in paragraph 2.2

2.1 Personnel Risk Assessment

A minimum of seven days prior to engaging in work submit a complete, updated and signed list of all Contractor and subcontractor personnel ( Security Personnel List), including their titles and intended working hours to the CO or Project POC. This listing shall be revised and resubmitted

SECTION 01 30 00.24 Page 2 when personnel changes occur. A Personnel Risk Assessment (PRA) is required for each employee requiring authorized unescorted access to the Jobsite. The Contractor employee will only be allowed authorized unescorted physical access after the PRA is submitted to and approved by the Government.

2.2 Authorized Unescorted Access Requirements

2.2.1 Personnel Requiring Unescorted Access to Controlled Areas: (Estimated 5 people will need this level of clearance.) Personnel requiring unescorted access to controlled areas or personnel requiring escorted access more than 10 hours within a 5 day period are required to pass a Government background check, and shall submit Government Security Paperwork. These individuals will be identified at the pre-construction meeting. They will be required to complete the following forms: OF306, FD258, and SF85. All other employees will have background checks done in compliance with paragraph 2.2.2

2.2.2 Personnel Requiring Unescorted Access to Government facility (Excluding controlled areas): (All remaining personnel with access to job site will require this level of clearance.) Perform a PRA on all Contractor personnel that require authorized unescorted access to the Jobsite. Costs associated with the execution of the PRA shall be at the expense of the Contractor. The content of the PRA is defined by the requirements as follows:

a. Criminal Check - Obtain a criminal background check, completed within the last seven years, on all Contractor personnel that require authorized unescorted access to the Jobsite. A minimum of a 7-year criminal background check with the state patrol office shall be performed from all states of residence and employment, for the past seven years. The COR through the Contacting Officer will approve, disapprove, or revoke authorized unescorted access to the Jobsite as a result of the seven-year background check in accordance with Army Directive 2014-05 Enclosure 2.

b. Identity Verification - Contractor employees shall provide positive verification of individual identity prior to authorized unescorted access to the Jobsite. Acceptable forms of identity verification are documents issued by a federal Government agency that include: the individual's photograph, name, and date of birth, such as a passport or military identification (ID) card. Additionally, a state issued driver's license or ID card is acceptable for identity verification.

c. The Criminal Check and Identity Verification shall be updated at least every seven years for each employee requiring authorized unescorted access to the Jobsite.

d. Escort Requirements - Contractor personnel not cleared for authorized access to the Jobsite may be escorted by Government or Contractor personnel that have authorized unescorted access to the Jobsite. All costs related to the escorting of non-cleared personnel shall be at the expense of the Contractor. Additional burden shall not be placed upon the Government to provide these escorts. Prior to access, coordination with the Project Security Officer is required, including but not limited to:

(1) Verification of identity with photo identification

(2) Name of escorting individual and verification of unescorted status

(3) Time of entry into the Jobsite

(4) Time exiting the Jobsite.

SECTION 01 30 00.24 Page 3

3. Not Used

4. iWATCH and/or CorpsWatch Training

The Contractor and all associated sub-contractors shall brief all employees on the local iWATCH, Corps Watch, or See Something, Say Something program.

This locally developed training will be used to inform employees of the types of behavior to watch for and instruct employees to report suspicious activity to the COR. This training shall be completed within 30 calendar days of contract award and within 30 calendar days of new employees commencing performance with the results reported to the COR NLT 5 calendar days after contract award.

http://www.myarmyonesource.com/familyprogramsandservices/iwatchprogram/default.aspx

5. & 6. Not Used

7. OPSEC Training

All new contractor employees will complete Level I OPSEC Training within 30 calendar days of their reporting for duty. Additionally, all contractor employees must complete annual OPSEC awareness training. The contractor shall submit certificates of completion for each affected contractor and subcontractor employee, to the COR or to the contracting officer (if a COR is not assigned), within 5 calendar days after completion of training.

OPSEC awareness training is available at the following websites:

https://www.iad.gov/ioss/ or http://www.cdse.edu/catalog/operations-security.html ; or it can be provided by the RA OPSEC Officer in presentation form which will be documented via memorandum.

8. thru 12 Not Used.

13. Will be Escorted in Areas Where They May be Exposed to Classified and/or Sensitive Materials and/or Sensitive or Restricted Areas

All contract employees, including subcontractor employees who are not in possession of the appropriate access privileges, will be escorted in areas where they may be exposed to sensitive materials and/or sensitive or restricted areas.

14. Not Used

15. Pre-screen Candidates using E-Verify Program.

The Contractor must pre-screen Candidates using the E-verify Program (http://www.dhs.gov/E-Verify) website to meet the established employment eligibility requirements. The Vendor must ensure that the Candidate has two valid forms of Government issued identification prior to ensure the correct information is entered into the E-verify system. An initial list of verified/eligible Candidates must be provided to the COR no later than 3 business days after the initial contract award. When contracts are with individuals, the individuals will be required to complete a Form I-9, Employment Eligibility Verification, with the designated Government representative. This Form will be provided to the Contracting Officer and shall become part of the official contract file.

16. & 17 Not Used

SECTION 01 30 00.24 Page 4

1.2 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-01 Preconstruction Submittals

AT Level I Training Sign In Sheets;

Sign In Sheets for all employee training required for AT Level I Training, see paragraphs 1.4, subparagraph 1

Security Personnel List; G-PO

Security Personnel list as described in Access and General Protection/Security Policy and Procedures paragraph 1.4, subparagraph 2.1.

Government Security Paperwork; G-PO

Security paperwork required for unescorted access to controlled areas paragraph 1.4, subparagraph 2.2.1.

iWATCH and/or CorpsWatch Training Sign In Sheets;

Sign In Sheets for all employee training required for iWATCH and/or CorpsWatch Training, see paragraphs 1.4, subparagraph 4

OPSEC Training Sign In Sheets;

Sign In Sheets for all employee training required for OPSEC Training, see paragraphs 1.4, subparagraph 7

1.3 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY

WORK DAYS BASED ON (5) DAY WORK WEEK

Jan 23 Feb 17 Mar 13 Apr 4 May 3 Jun 6 Jul 3 Aug 4 Sep 4 Oct 3 Nov 12 Dec 20

(See Basic MATOC for full text)

1.4 WAGE RATE APPLICATION

For copies of Wage Rates, See Attachment GENERAL WAGE DECISIONS.

Applicable to all work.

SECTION 01 30 00.24 Page 5

1.5 AS-BUILT DRAWINGS

In lieu of the As-Built Drawing Section 01 78 39.00 24 in the Basic MATOC package, Contractors are required to submit As-Built Drawings as follows:

The Contractor shall provide marked-up half size drawings for each gate to show actual work performed to include necessary sketches, modification drawings, shop drawings and notes for this task orders. Red ink is to be used for additions and deviations from the contract. Green ink is to be used to indicate work deleted from the contract. The drawings shall be maintained by the contractor as the work progresses and available for review by the government representatives. The as-built drawings shall be submitted for approval at the completion of the project. The completed set shall be available at time of final inspection.

In accordance with the clause "Payment Under Fixed - Price Construction Contracts", cost load closeout activities amounts in accordance with Section 01 32 01.00 10 PROJECT SCHEDULE, $10,000 or 1 percent of the present contract value, which ever is greater will be withheld from payment for the creation of As-Built Drawings until Final As-Built Drawings Files are delivered to and accepted by the COR.

1.6 WATER USAGE

There is minimal water available at the project site. The Contractor will be allowed to use lake water to clean off the gates prior to NDT testing.

Equipment needed to access and use the lake water will be at the Contractors expense.

1.7 SUBCONTRACTS (Aug 1998)

(e) If the Contractor has an approved purchasing system, the Contractor nevertheless shall obtain the Contracting Officer's written consent before placing the following subcontracts:

(The list of Contractors will be provided once the Contract has been awarded)

(See the Basic MATOC for full text.)

PART 2 NOT USED

PART 3 NOT USED

SECTION 01 30 00.24 Page 6

ND180031 Page 1

General Decision Number: ND180031 05/04/2018 ND31

Superseded General Decision Number: ND20170031

State: North Dakota

Construction Type: Building

County: McLean County in North Dakota.

BUILDING CONSTRUCTION PROJECTS (does not include single family homes or apartments up to and including 4 stories).

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.35 for calendar year 2018 applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.35 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2018. The EO minimum wage rate will be adjusted annually.

Please note that this EO applies to the above-mentioned types of contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but it does not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60). Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/05/2018 1 05/04/2018

* BOIL0647-006 03/01/2018

Rates Fringes

BOILERMAKER......................$ 37.22 27.14

BRND0001-004 05/01/2017

Rates Fringes

BRICKLAYER.......................$ 32.36 12.99

ELEC0714-012 07/01/2017

Rates Fringes

ELECTRICIAN (Including Low Voltage Wiring)..................$ 34.28 9.10+10.50%

ENGI0049-006 05/01/2017

ND180031 Page 2

Rates Fringes

POWER EQUIPMENT OPERATOR:

(Roller).........................$ 30.80 18.80

IRON0512-014 06/05/2016

Rates Fringes

IRONWORKER (REINFORCING AND

STRUCTURAL)......................$ 30.70 9.15

* LABR0563-004 05/01/2018

Rates Fringes

LABORER

Carpenter Tender............$ 24.01 17.38 Common or General...........$ 24.01 17.38

PLAS0633-001 05/01/2015

Rates Fringes

CEMENT MASON/CONCRETE FINISHER...$ 27.90 13.60

PLUM0300-017 06/05/2017

Rates Fringes

PLUMBER..........................$ 31.38 15.30

PLUM0300-020 05/29/2017

Rates Fringes

PIPEFITTER.......................$ 35.54 13.82

SHEE9010-002 06/09/2014

Rates Fringes

SHEET METAL WORKER (HVAC Duct Installation Only)...............$ 26.45 13.95

SUND2012-012 08/18/2014

Rates Fringes

CARPENTER........................$ 23.66 7.35

FORM WORKER......................$ 16.38 6.24

INSULATOR - MECHANICAL

(Duct, Pipe & Mechanical System Insulation)...............$ 17.39 2.10

ND180031 Page 3

OPERATOR:

Backhoe/Excavator/Trackhoe.......$ 22.97 4.00

OPERATOR: Bobcat/Skid Steer/Skid Loader................$ 21.23 12.65

OPERATOR: Crane.................$ 27.00 15.65

OPERATOR: Forklift..............$ 26.40 13.58

OPERATOR: Loader................$ 21.00 12.45

PAINTER (Brush and Roller).......$ 18.18 0.00

TRUCK DRIVER: Dump Truck........$ 20.95 0.00

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year.

Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)).

The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of "identifiers" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate

ND180031 Page 4

(weighted union average rate).

Union Rate Identifiers

A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than "SU" or "UAVG" denotes that the union classification and rate were prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.

Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.

Survey Rate Identifiers

Classifications listed under the "SU" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.

Survey wage rates are not updated and remain in effect until a new survey is conducted.

Union Average Rate Identifiers

Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.

A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is

ND180031 Page 5 based.

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can be:

* an existing published wage determination

* a survey underlying a wage determination

* a Wage and Hour Division letter setting forth a position on a wage determination matter

* a conformance (additional classification and rate) ruling

On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.)

and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:

Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W.

ND180031 Page 6

Washington, DC 20210

4.) All decisions by the Administrative Review Board are final.

END OF GENERAL DECISION

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

09/01; Omaha Update 08/03

PART 1 GENERAL

SECTION 01 33 00 Page 1

SECTION 01 33 00

SUBMITTAL PROCEDURES

09/01; Omaha Update 08/03

PART 1 GENERAL

(This Section is a supplement section to the Multiple Award Task Order Contract (MATOC) for the Industrial Painting and Structural Repair MATOC.

See the full text section in the Basic MATOC for more information.)

Attachments: Submittal Register

SECTION 01 33 00 Page 2

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

Repaint Repair Penstock Gates and Lifting Beams, Garrison Dam ND

01 30 00.24 SD-01 Preconstruction Submittals AT Level I Training Sign In Sheets

1.1 G POSecurity Personnel List

1.1 G POGovernment Security Paperwork

iWATCH and/or CorpsWatch Training Sign In Sheets

OPSEC Training Sign In Sheets 01 57 20.00 10 SD-01 Preconstruction Submittals

1.8 G POEnvironmental Protection Plan

05 50 13 SD-01 Preconstruction Submittals

1.4.3 G DOSteel Repair Contractor

Qualifications

1.4.1 G DOWelder Qualifications

1.4.2 G DOInspector Qualifications

1.2 G DOWork Plan

1.5 G DODelivery/Shipping Plan

1.7 G DOHeavy Equipment Access

1.6 G DOGate Handling And Support Plan

1.2.1 G DOWeld Tracking Logs

2.3.4 G DOWeld Repair Plan

1.2.3 G DONDT Written Practice

1.2.2 G DOQuality Control Plan

2.1.3 G DOWelding Procedure Specifications

2.1.1 G DOHeat Straightening Procedure

SD-02 Shop Drawings

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)

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

05 50 13 1.4.5 G DOShop Drawings SD-06 Test Reports

2.3.1 G DONondestructive Testing Reports

3.1 G DOVerification Of Gate Plumbness

SD-07 Certificates

2.1.2 G DOMaterials Disposition Record

SD-09 Manufacturer’s Field Reports

2.3.1 G DORepair Record

1.2.3NDT Equipment Calibration

Records 2.3.1Steel Repair Quality Control

Reports 05 50 14 SD-01 Preconstruction Submittals

3.1 G DOLoad Test Procedure

SD-06 Test Reports

3.2 G DOLoad Test

09 97 02 SD-01 Preconstruction Submittals

1.3.1.6 G DOConfined Spaces Plan

1.3.1.7 G RORespiratory Protection Plan

1.3.2.1 G ROAirborne Monitoring/Sampling

Plan

1.3.1 G ROVentilation Plan

1.3.2 G ROMedical Surveillance Plan

1.3.3.2 G DOContainment Plan

1.5.5 G DOIndependent Painting Inspector

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

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

09 97 02 SD-03 Product Data Part 2 G DOManufacturer's Product Data

Sheet SD-04 Samples

Part 2 G ROProduct Samples

2.1 G DOSpecial Paint Formulas

2.3.3 G DOSolvent and Thinners

SD-06 Test Reports

3.4 G ROInspection Reports

1.3.2.2 G ROMedical Status Report

1.3.2.3 G ROChange in Medical Status Report

G ROAir Monitoring/Sampling Test Report

SD-07 Certificates

1.5.1 G DOCertified EHS Professional

1.5.2SSPC QP 1 Certificate 1.5.4Coating Thickness Gage

Qualification

1.5.3 G ROQualified Paint Applicator

35 20 14 SD-03 Product Data G DORollers, Pins, Inner and Outer links, Retaining rings;

G DOGate Top, Side, and Bottom

Seals;

G DORoller Cap Screws and Seal

Mounting Plate Cap Screws;

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

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 57 20.00 10

ENVIRONMENTAL PROTECTION

04/06

PART 1 GENERAL

1.1 REFERENCES

1.2 DEFINITIONS

1.2.1 Environmental Pollution and Damage

1.2.2 Environmental Protection

1.2.3 Contractor Generated Hazardous Waste

1.2.4 Land Application for Discharge Water

1.2.5 Pests

1.2.6 Surface Discharge

1.2.7 Waters of the United States

1.2.8 Wetlands

1.3 GENERAL REQUIREMENTS

1.4 SUBCONTRACTORS

1.5 PAYMENT

1.6 SUBMITTALS

1.7 CERTIFICATION REQUIREMENTS

1.8 ENVIRONMENTAL PROTECTION PLAN

1.8.1 Compliance

1.8.2 Contents

1.8.3 Appendix

1.9 PROTECTION FEATURES

1.10 ENVIRONMENTAL ASSESSMENT OF CONTRACT DEVIATIONS

1.11 NOTIFICATION

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.1 LAND RESOURCES

3.1.1 Contractor Facilities and Work Areas

3.2 WATER RESOURCES

3.3 AIR RESOURCES

3.3.1 Particulates

3.3.2 Odors

3.3.3 Sound Intrusions

3.3.4 Burning

3.4 CHEMICAL MATERIALS MANAGEMENT AND WASTE DISPOSAL

3.4.1 Solid Wastes

3.4.2 Chemicals and Chemical Wastes

3.4.3 Contractor Generated Hazardous Wastes/Excess Hazardous Materials

3.4.4 Fuel and Lubricants

3.4.5 Waste Water

3.5 RECYCLING AND WASTE MINIMIZATION

3.6 NON-HAZARDOUS SOLID WASTE DIVERSION REPORT

SECTION 01 57 20.00 10 Page 1

3.7 BIOLOGICAL RESOURCES

3.8 PREVIOUSLY USED EQUIPMENT

3.9 MAINTENANCE OF POLLUTION FACILITIES

3.10 TRAINING OF CONTRACTOR PERSONNEL

3.11 POST CONSTRUCTION CLEANUP

SECTION 01 57 20.00 10 Page 2

SECTION 01 57 20.00 10

ENVIRONMENTAL PROTECTION

04/06

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.

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

WETLAND MANUAL Corps of Engineers Wetlands Delineation Manual Technical Report Y-87-1

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

33 CFR 328 Definitions of Waters of the United States

40 CFR 261 Identification and Listing of Hazardous Waste

40 CFR 262 Standards Applicable to Generators of Hazardous Waste

40 CFR 279 Standards for the Management of Used Oil

40 CFR 302 Designation, Reportable Quantities, and Notification

40 CFR 355 Emergency Planning and Notification

40 CFR 68 Chemical Accident Prevention Provisions

49 CFR 171 - 178 Hazardous Materials Regulations

1.2 DEFINITIONS

1.2.1 Environmental Pollution and Damage

Environmental pollution and damage is the presence of chemical, physical, or biological elements or agents which adversely affect human health or welfare; unfavorably alter ecological balances of importance to human life;

affect other species of importance to humankind; or degrade the environment aesthetically, culturally and/or historically.

1.2.2 Environmental Protection

Environmental protection is the prevention/control of pollution and habitat disruption that may occur to the environment during construction. The

SECTION 01 57 20.00 10 Page 3 control of environmental pollution and damage requires consideration of land, water, and air; biological and cultural resources; and includes management of visual aesthetics; noise; solid, chemical, gaseous, and liquid waste; radiant energy and radioactive material as well as other pollutants.

1.2.3 Contractor Generated Hazardous Waste

Contractor generated hazardous waste means materials that, if abandoned or disposed of, may meet the definition of a hazardous waste. These waste streams would typically consist of material brought on site by the Contractor to execute work, but are not fully consumed during the course of construction. Examples include, but are not limited to, excess paint thinners (i.e. methyl ethyl ketone, toluene etc.), waste thinners,excess paints, excess solvents, waste solvents, and excess pesticides, and contaminated pesticide equipment rinse water.

1.2.4 Land Application for Discharge Water

The term "Land Application" for discharge water implies that the Contractor must discharge water at a rate which allows the water to percolate into the soil. No sheeting action, soil erosion, discharge into storm sewers, discharge into defined drainage areas, or discharge into the "waters of the United States" must occur. Land Application must be in compliance with all applicable Federal, State, and local laws and regulations.

1.2.5 Pests

The term "pests" means arthropods, birds, rodents, nematodes, fungi, bacteria, viruses, algae, snails, marine borers, snakes, weeds and other organisms (except for human or animal disease-causing organisms) that adversely affect readiness, military operations, or the well-being of personnel and animals; attack or damage real property, supplies, equipment, or vegetation; or are otherwise undesirable.

1.2.6 Surface Discharge

The term "Surface Discharge" implies that the water is discharged with possible sheeting action and subsequent soil erosion may occur. Waters that are surface discharged may terminate in drainage ditches, storm sewers,creeks, and/or "waters of the United States" and would require a permit to discharge water from the governing agency.

1.2.7 Waters of the United States

All waters which are under the jurisdiction of the Clean Water Act, as defined in 33 CFR 328.

1.2.8 Wetlands

Those areas that are inundated or saturated by surface or ground water at a frequency and duration sufficient to support, and that under normal circumstances do support, a prevalence of vegetation typically adapted for life in saturated soil conditions. Wetlands generally include swamps, marshes, and bogs. Official determination of whether or not an area is classified as a wetland must be done in accordance with WETLAND MANUAL.

SECTION 01 57 20.00 10 Page 4

1.3 GENERAL REQUIREMENTS

Minimize environmental pollution and damage that may occur as the result of construction operations. The environmental resources within the project boundaries and those affected outside the limits of permanent work must be protected during the entire duration of this contract. Comply with all applicable environmental Federal, State, and local laws and regulations.

Any delays resulting from failure to comply with environmental laws and regulations will be the Contractor's responsibility.

1.4 SUBCONTRACTORS

Ensure compliance with this section by subcontractors.

1.5 PAYMENT

No separate payment will be made for work covered under this section.

Payment of fees associated with environmental permits, application, and/or notices obtained by the Contractor, and payment of all fines/fees for violation or non-compliance with Federal, State, Regional and local laws and regulations are the Contractor's responsibility. All costs associated with this section must be included in the contract price.

1.6 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-01 Preconstruction Submittals

Environmental Protection Plan; G, PO

The environmental protection plan.

1.7 CERTIFICATION REQUIREMENTS

An environmental agency may require design and construction documents to be certified by a Professional Engineer (PE) registered in the State of North Dakota. The Contractor shall comply with the certification requirements of the environmental regulatory agencies.

1.8 ENVIRONMENTAL PROTECTION PLAN

Prior to commencing construction activities or delivery of materials to the site, submit an Environmental Protection Plan for review and approval by the Contracting Officer. The purpose of the Environmental Protection Plan is to present a comprehensive overview of known or potential environmental issues which the Contractor must address during construction. Issues of concern must be defined within the Environmental Protection Plan as outlined in this section. Address each topic at a level of detail commensurate with the environmental issue and required construction task(s). Topics or issues which are not identified in this section, but are considered necessary, must be identified and discussed after those items formally identified in this section. Prior to submittal of the Environmental Protection Plan, meet with the Contracting Officer for the purpose of discussing the implementation of the initial Environmental

SECTION 01 57 20.00 10 Page 5

Protection Plan; possible subsequent additions and revisions to the plan including any reporting requirements; and methods for administration of the Contractor's Environmental Plans. The Environmental Protection Plan must be current and maintained onsite by the Contractor.

1.8.1 Compliance

No requirement in this Section will relieve the Contractor of any applicable Federal, State, and local environmental protection laws and regulations. During Construction, the Contractor will be responsible for identifying, implementing, and submitting for approval any additional requirements to be included in the Environmental Protection Plan.

1.8.2 Contents

Include in the environmental protection plan, but not limit it to, the following:

a. Name(s) of person(s) within the Contractor's organization who is(are) responsible for ensuring adherence to the Environmental Protection Plan.

b. Name(s) and qualifications of person(s) responsible for manifesting hazardous waste to be removed from the site, if applicable.

c. Name(s) and qualifications of person(s) responsible for training the Contractor's environmental protection personnel.

d. Description of the Contractor's environmental protection personnel training program.

e. An…